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Appendix A Outfall Pipe and Discharge Structure Condition Assessment

Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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Page 1: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Appendix A 

Outfall Pipe and Discharge Structure Condition Assessment 

   

Page 2: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

WESTPARK STORMWATER BYPASS RECONSTRUCTION PROJECT

OUTFALL PIPE AND DISCHARGE STRUCTURE

CONDITION ASSESSMENT

PM&E PROJECT 18-16

October 2018

Prepared by:

Stephl Engineering, LLC

3900 Arctic Blvd., Suite 204

Anchorage, Alaska 99503

907-562-1468

[email protected]

Appendix A Page 1 of 11

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Memorandum

To: Janie Dusel, P.E. AWR Engineering LLC

From: Brandon Markson, E.I.T. Stephl Engineering, LLC

Checked by: Matt Stephl, P.E. Stephl Engineering, LLC

Date: October 24, 2018

Re: Westpark Storm System Condition Assessment

This memorandum presents the results of the outfall pipe inspection and storm drain diffuser structure

inspection performed by Stephl Engineering LLC (Stephl) in 2018 for the Westpark Stormwater Bypass

Reconstruction Project. The project is located near the corner of West Dimond Boulevard and Sand Lake

Road (see Appendix A for a project area map).

Purpose

The purpose of this memo is to present the condition of the project storm drain pipe and connecting

diffuser structure. The upstream storm drain has experienced overflows during storm events. The

Municipality of Anchorage (MOA) requested that the outfall pipe be inspected to determine if there

were any unknown blockages in the pipe.

Site Description and Background

The project pipe is a storm drain system consisting of 100 linear feet (LF) of 24-inch Corrugated

Polyethylene Pipe (CPEP) and 1,192 LF of 28-inch High Density Polyethylene (HDPE) pipe according to

the record drawing attached in Appendix B. The HDPE pipe was installed using horizontal directional

drilling (HDD) methods and discharges into the Cook Inlet tidal flats from a diffuser structure. The

outfall diffuser structure was also inspected. The storm drain system and diffuser structure were

installed in 2006.

Pipe Inspection Procedure

The pipe inspection work was completed by Alaska Stormwater Maintenance Inc. with Stephl staff on

site. A closed-circuit television (CCTV) camera was used to complete the pipe inspection from the

upstream end of the pipe. CCTV inspection from the downstream end of the pipe was not feasible as

the outfall structure is located at the bottom of an approximately 100-foot tall bluff. The pipe

inspection work was documented on video recordings and is attached in Appendix C.

Appendix A Page 2 of 11

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Storm Drain Structure Inspection Procedure

The storm drain diffuser structure was inspected by physically entering the structure. Visual observations within the structure were documented by photo images. No measurements were made during the inspection.

Summary of Pipe Condition

A figure of the storm drain system is included in Appendix A. The figure shows the project area and

layout of the storm drain system. The storm drain system consists of approximately 1,317 LF of storm

drain pipe as measured by the CCTV camera. The following is a summary of the characteristics observed

during the condition assessment:

• 118 LF of CPEP storm drain was inspected. Several minor bellies up to one inch deep were

observed throughout the pipe.

• 1,199 LF of HDPE storm drain was inspected. No pipe defects were observed.

• Historical flow lines at the spring line were observed throughout most of the storm drain pipe.

The pipe has flowed one half full at some point.

• The flow during the time of inspection was approximately half an inch.

• The HDPE pipe drops approximately 44-feet in elevation from the upstream end to the

downstream end according to the record drawing. It also has a horizontal sweeping turn

running southeast to the south with an approximately 350-foot radius. The pipe was designed

to be installed in this manner as seen in the storm drain figures in Appendix A. No significant

deflections were observed in the pipe.

• No debris was observed in the storm drain pipe.

• Nothing was observed in the storm drain pipe that would cause a blockage or backup.

Image 1 – Minor bellies in CPEP

Appendix A Page 3 of 11

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Image 2 – Flow lines in HPDE

Summary of Storm Drain Structure Condition

Stephl staff inspected the storm drain diffuser structure at the bottom of the bluff across from Sand

Lake Road. The concrete manhole portion of the diffuser structure is perforated with one and a half

inch holes. The diffuser contains two perforated Corrugated Metal Pipes (CMP) connecting to the

concrete manhole structure that is perpendicular to the HDPE pipe connection. Both CMP pipes are 48-

inches in diameter and extend 25-feet from the structure according to the record drawing. The CMP

pipes are plugged at the ends and contain approximately 18-inches of soil and debris in the invert. Soil

level in sump is unknown.

The CMP diffuser pipe was supposed to be CPEP according to the record drawing attached in Appendix

B. Apart from that, the diffuser structure appears to have been installed according to the drawing.

Moisture marks can be seen on the CMP diffuser pipe suggesting the diffuser structure is draining and

functioning properly. The diffuser appeared to be structurally sound at the time of inspection with no

significant defects observed.

Photos taken in April 2018 show the structure to be nearly at capacity with water observed flowing from

several of the perforated holes in the structure. During the structure inspection in October 2018 several

of the perforations in the concrete were observed to be plugged with sediments and debris. There was

approximately half of an inch of steady flow entering the structure from the HDPE pipe but the water

level remained constant in the structure. Water was heard trickling through the rocks below the

structure indicating the structure is functioning properly. It is possible the diffuser pipes and the

structure were plugged with sediments when the proposal photos were taken that have since settled or

been washed away.

Appendix A Page 4 of 11

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Image 3 – Diffuser structure at bottom of bluff, October 2018

Image 4 – Water draining from two exit holes in the structure, April 2018

Image 5 – CMP diffuser pipe, September 2018

Appendix A Page 5 of 11

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Image 6 – Perforations in the CMP diffuser pipe, September 2018

Image 7 –Holes plugged with sediment, October 2018

Appendix A Page 6 of 11

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Appendix A

Storm Drain Figures

Appendix A Page 7 of 11

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Westpark Stormwater Bypass Reconstruction Project Project Overview Map
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Project Area
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Prepared by: Brandon Markson
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Not to Scale
Terry Gryting
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Appendix A Page 8 of 11
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Line
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Line
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- Storm Drain Structure - Diffuser Structure
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- CPEP - HDPE - CMP
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Westpark Stormwater Bypass Reconstruction Project Condition Assessment Map
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SW 2323-040 Begin pipe inspection
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SW 2323-092
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Minor bellies observed throughout pipe
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SW 2423-001 -CMP diffuser pipes contain approximately 18-inches of soil. -Soil level in sump unknown.
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Prepared by: Brandon Markson
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Not to Scale
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Historic flow lines indicate surcharging
Terry Gryting
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Appendix A Page 9 of 11
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Appendix B

Record Drawing

Appendix A Page 10 of 11

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Appendix A Page 11 of 11

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Appendix B 

Modeling Details 

   

Page 14: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junctions and LinksModel 

ElementSub Type Name Number Type

____ ‐ ____ ‐ ____ ‐ ____ ‐ ____

L ‐ Link M ‐ Main M ‐ Main P ‐ Pipe

J ‐ Junction L ‐ Lead WPD ‐ West Park Drive MH ‐ Manhole

O ‐ Outfall O ‐ Overflow BBC ‐ Big Bend Connector CB ‐ Catch basin

ST ‐ Storage OR ‐Orfice BBN ‐ Big Bend North I ‐ Inlet

W ‐ Weir GTN ‐ Grand Teton North D ‐ Dummy/Direct

GTS ‐ Grand Teton South C ‐ Channel

NE ‐ Northeast Area O ‐ Outlet

MRW ‐ Muirwood CH ‐ Chamber

WG ‐ West Gate PD ‐ Pond

O ‐ Overflow

B ‐ Bore

HW ‐ Heather Wood

F ‐ Future

EB ‐ Extended Bypass

SB ‐ Shortented Bypass

SubbasinsModel 

ElementName Number

____ ‐ ____ ‐ ____

S ‐ Subbasin M ‐ Main

WPD ‐ West Park Drive

BBC ‐ Big Bend Connector

BBN ‐ Big Bend North

GTN ‐ Grand Teton North

GTS ‐ Grand Teton South

NE ‐ Northeast Area

MRW ‐ Muirwood

WG ‐ West Gate

O ‐ Overflow

B ‐ Bore

Model Network Naming Convention

Appendix B Page 1 of 157

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Project DescriptionBaseline-10yr.SPF

Project OptionsCFSElevationEPA SWMMHortonHydrodynamicYESYES

Analysis OptionsJan 01, 2018 00:00:00Jan 03, 2018 00:00:00Jan 01, 2018 00:00:000 days0 01:00:00 days hh:mm:ss0 00:01:00 days hh:mm:ss0 00:06:00 days hh:mm:ss10 seconds

Number of ElementsQty141141136300220265134012000

Rainfall DetailsSN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall

ID Source ID Type Units Period Depth Distribution(years) (inches)

1 Rain Gage Time Series 10-year Cumulative inches 0.00

Weirs ................................................. Outlets ...............................................

Pollutants ...................................................Land Uses ..................................................

Storage Nodes ..................................Links...........................................................

Channels ........................................... Pipes ................................................. Pumps ............................................... Orifices ..............................................

Subbasins...................................................Nodes.........................................................

Junctions ........................................... Outfalls .............................................. Flow Diversions ................................. Inlets ..................................................

Antecedent Dry Days .................................Runoff (Dry Weather) Time Step ...............Runoff (Wet Weather) Time Step ..............Reporting Time Step ..................................Routing Time Step .....................................

Rain Gages ................................................

Link Routing Method ..................................Enable Overflow Ponding at Nodes ...........Skip Steady State Analysis Time Periods ..

Start Analysis On .......................................End Analysis On ........................................Start Reporting On .....................................

Version: 2019 DSR

Flow Units ..................................................Elevation Type ...........................................Hydrology Method ......................................EPA SWMM Infiltration Method .................

File Name ..................................................Description .................................................

Project: Westpark (MOA)

Model: Baseline

By: AWR Engineering

Baseline Model - 10-Year Event

Appendix B Page 2 of 157

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Subbasin SummarySN Subbasin Area Impervious Average Equivalent Impervious Pervious Total Total Total Total Peak Time of

ID Area Slope Width Area Area Rainfall Infiltration Runoff Runoff Runoff ConcentrationManning's Manning's Volume

Roughness Roughness(ac) (%) (%) (ft) (in) (in) (in) (ac-in) (cfs) (days hh:mm:ss)

1 S-BBC-01 8.61 42.00 4.0486 2741.07 0.0110 0.2400 2.28 1.2610 1.06 9.13 7.57 0 00:31:172 S-BBC-02 2.16 10.00 24.1653 329.05 0.0110 0.8000 2.28 2.0160 0.26 0.57 0.50 0 01:32:053 S-BBC-03 6.97 42.00 3.5967 1919.17 0.0110 0.2400 2.28 0.5050 2.81 19.59 10.12 0 00:34:274 S-BBC-04 4.81 10.00 25.1246 700.13 0.0110 0.8000 2.28 0.7420 1.54 7.40 2.57 0 01:33:335 S-F-01 8.02 2.00 20.3368 1562.17 0.0110 0.7200 2.28 2.0640 0.22 1.73 1.69 0 01:21:396 S-F-02 8.41 42.00 4.0000 2541.53 0.0110 0.2400 2.28 1.2690 1.20 10.08 7.74 0 00:32:107 S-F-03 4.71 42.00 4.0000 1590.56 0.0110 0.2400 2.28 1.2530 1.01 4.75 4.08 0 00:29:328 S-F-04 9.06 42.00 4.0000 2178.57 0.0110 0.2400 2.28 1.2570 1.00 9.10 7.26 0 00:36:109 S-F-05 3.25 42.00 4.0000 1110.40 0.0110 0.2400 2.28 1.2700 1.27 4.13 3.27 0 00:28:51

10 S-F-06 3.23 10.00 25.8492 683.47 0.0110 0.8000 2.28 2.0000 0.28 0.90 0.98 0 01:14:0611 S-GTN-01 10.71 42.00 4.3797 2559.42 0.0110 0.2400 2.28 1.2640 1.05 11.26 8.86 0 00:35:3712 S-GTN-02 2.49 10.00 21.9787 361.24 0.0110 0.8000 2.28 2.0210 0.26 0.64 0.54 0 01:37:3413 S-GTS-01 14.37 42.00 3.6889 3401.79 0.0110 0.2400 2.28 1.2640 1.04 14.97 11.65 0 00:38:1614 S-GTS-02 2.70 10.00 27.3016 442.88 0.0110 0.8000 2.28 2.0100 0.27 0.73 0.70 0 01:24:5615 S-HWE-01 12.86 27.00 11.6345 2504.04 0.0110 0.3000 2.28 1.7080 0.57 7.37 5.05 0 00:40:5716 S-M-02 2.81 42.00 5.4784 491.12 0.0110 0.2400 2.28 1.2620 1.04 2.91 2.27 0 00:37:0717 S-M-03 1.16 85.00 6.7584 1088.63 0.0110 0.2400 2.28 0.4730 1.81 2.10 1.54 0 00:09:0518 S-M-05 0.51 0.00 12.0350 131.53 0.0110 0.2400 2.28 2.0400 0.24 0.12 0.23 0 00:41:5719 S-M-08 3.21 42.00 4.8711 989.88 0.0110 0.2400 2.28 1.2610 1.17 3.77 3.12 0 00:28:3920 S-M-09 2.54 0.00 26.5219 658.63 0.0110 0.5800 2.28 2.0540 0.23 0.57 0.78 0 00:56:0121 S-MRW-01 26.47 33.00 16.9978 3842.89 0.0110 0.2400 2.28 0.5270 1.75 46.40 29.63 0 00:35:4722 S-MRW-02 2.43 15.00 6.6656 1194.60 0.0110 0.3000 2.28 0.6390 1.64 3.99 2.66 0 00:35:1623 S-MRW-03 0.82 30.00 20.5530 1392.23 0.0110 0.2400 2.28 1.3760 0.90 0.74 1.17 0 00:09:1824 S-MRW-04 9.68 33.00 12.5273 1612.46 0.0110 0.2400 2.28 1.5650 0.72 6.92 4.74 0 00:35:1925 S-MRW-06 3.87 42.00 5.8648 1969.33 0.0110 0.2400 2.28 1.2470 1.01 3.90 3.91 0 00:21:1726 S-NE-01 11.90 42.00 4.6525 3119.14 0.0110 0.2400 2.28 1.3880 0.87 10.32 7.25 0 00:33:3627 S-NE-02 6.65 42.00 4.6997 2131.70 0.0110 0.2400 2.28 1.3880 0.87 5.77 4.06 0 00:29:2428 S-NE-03 12.36 42.00 4.7175 3549.41 0.0110 0.2400 2.28 1.4300 0.89 11.05 7.83 0 00:32:0429 S-NE-04 4.43 42.00 4.8004 1617.31 0.0110 0.2400 2.28 1.2510 1.00 4.45 4.00 0 00:26:4930 S-NE-05 2.03 60.00 19.3311 2620.92 0.0110 0.2400 2.28 0.7860 1.49 3.03 3.03 0 00:07:5931 S-NE-06 3.46 10.00 26.9748 571.73 0.0110 0.8000 2.28 2.2800 0.00 0.00 0.00 0 01:24:5232 S-NE-07 3.40 5.00 22.4351 963.97 0.0110 0.8000 2.28 2.0280 0.25 0.86 1.02 0 01:06:3133 S-WG-01 2.66 42.00 10.7992 1049.10 0.0110 0.2400 2.28 0.4350 1.85 4.91 3.60 0 00:19:4434 S-WG-02 5.37 42.00 7.1476 1512.94 0.0110 0.2400 2.28 0.4380 1.84 9.90 6.71 0 00:27:2235 S-WPD-01 2.94 85.00 13.7585 1751.94 0.0110 0.2400 2.28 0.3420 1.94 5.70 3.91 0 00:07:4836 S-WPD-02 6.76 42.00 4.0426 1863.20 0.0110 0.2400 2.28 1.2550 1.00 6.76 5.59 0 00:33:1137 S-WPD-03 5.31 42.00 3.0851 2690.29 0.0110 0.2400 2.28 0.4940 1.76 9.35 6.81 0 00:26:2238 S-WPD-07 4.34 85.00 2.7147 3254.25 0.0110 0.2400 2.28 0.1260 2.10 9.13 6.72 0 00:11:0439 S-WPD-08 6.86 50.00 5.2146 2623.82 0.0110 0.2400 2.28 0.4240 1.83 12.53 9.26 0 00:28:0540 S-WPD-09 3.30 40.00 12.1226 1888.22 0.0110 0.2400 2.28 1.1830 1.10 3.62 4.27 0 00:19:0641 S-WPD-10 8.29 42.00 6.2316 2192.49 0.0110 0.2400 2.28 1.1970 1.08 8.99 8.65 0 00:30:04

Baseline Model - 10-Year Event

Appendix B Page 3 of 157

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB Junction 77.99 84.00 77.99 84.00 0.00 9.24 83.21 0.00 0.79 0 00:00 0.00 0.002 J-M-B-02-MH Junction 18.14 23.00 18.14 23.00 0.00 25.83 21.57 0.00 1.43 0 00:00 0.00 0.003 J-M-B-03-D Junction 19.58 124.25 19.58 124.25 0.00 25.83 25.85 0.00 98.40 0 00:00 0.00 0.004 J-M-B-04-D Junction 33.12 121.62 33.12 121.62 0.00 25.83 34.43 0.00 87.19 0 00:00 0.00 0.005 J-M-B-05-D Junction 45.37 119.53 45.37 119.53 0.00 25.83 46.43 0.00 73.10 0 00:00 0.00 0.006 J-M-B-06-MH Junction 58.29 68.80 58.29 68.80 0.00 25.83 59.31 0.00 9.49 0 00:00 0.00 0.007 J-M-BBC-01-MH Junction 74.36 80.62 74.36 80.62 0.00 5.23 80.17 0.00 0.45 0 00:00 0.00 0.008 J-M-BBC-02-MH Junction 75.14 81.62 75.14 81.62 0.00 5.24 81.13 0.00 0.49 0 00:00 0.00 0.009 J-M-BBC-03-MH Junction 76.76 84.62 76.76 84.62 0.00 5.74 84.09 0.00 0.53 0 00:00 0.00 0.00

10 J-M-BBC-04-CB Junction 84.70 90.22 84.70 90.22 5102.00 7.56 90.29 0.07 0.00 0 12:11 0.10 11.0011 J-M-BBN-01-MH Junction 83.24 91.21 83.24 91.21 0.00 6.28 89.30 0.00 1.91 0 00:00 0.00 0.0012 J-M-BBN-02-MH Junction 86.01 94.48 86.01 94.48 0.00 6.70 93.91 0.00 0.57 0 00:00 0.00 0.0013 J-M-BBN-03-MH Junction 87.02 96.59 87.02 96.59 0.00 7.93 96.11 0.00 0.48 0 00:00 0.00 0.0014 J-M-BBN-04-MH Junction 87.55 97.48 87.55 97.48 0.00 8.68 97.04 0.00 0.44 0 00:00 0.00 0.0015 J-M-BBN-05-MH Junction 88.82 99.87 88.82 99.87 0.00 10.11 99.44 0.00 0.43 0 00:00 0.00 0.0016 J-M-F-01-MH Junction 68.27 74.57 68.27 74.57 0.00 3.29 74.00 0.00 0.57 0 00:00 0.00 0.0017 J-M-F-02-CB Junction 68.67 74.98 68.67 74.98 0.00 3.47 74.37 0.00 0.61 0 00:00 0.00 0.0018 J-M-F-03-MH Junction 68.92 75.02 68.92 75.02 0.00 3.95 74.48 0.00 0.54 0 00:00 0.00 0.0019 J-M-F-04-MH Junction 69.48 75.35 69.48 75.35 0.00 4.08 74.86 0.00 0.49 0 00:00 0.00 0.0020 J-M-F-05-MH Junction 68.50 74.12 68.50 74.12 0.00 2.96 71.46 0.00 2.66 0 00:00 0.00 0.0021 J-M-F-06-MH Junction 72.00 77.62 72.00 77.62 0.00 3.19 72.67 0.00 4.95 0 00:00 0.00 0.0022 J-M-F-07-MH Junction 75.50 81.12 75.50 81.12 0.00 3.22 76.14 0.00 4.98 0 00:00 0.00 0.0023 J-M-F-08-MH Junction 79.00 84.62 79.00 84.62 0.00 3.27 79.65 0.00 4.97 0 00:00 0.00 0.0024 J-M-GTN-01-MH Junction 87.82 97.29 87.82 97.29 0.00 3.53 96.69 0.00 0.60 0 00:00 0.00 0.0025 J-M-GTN-02-MH Junction 88.17 98.09 88.17 98.09 0.00 3.53 96.55 0.00 1.54 0 00:00 0.00 0.0026 J-M-GTN-03-MH Junction 88.92 97.86 88.92 97.86 0.00 3.53 96.71 0.00 1.15 0 00:00 0.00 0.0027 J-M-GTN-04-MH Junction 89.81 96.28 89.81 96.28 2376.00 6.87 96.33 0.05 0.00 0 13:03 0.09 54.0028 J-M-GTN-05-MH Junction 90.31 95.53 90.31 95.53 15201.00 30.45 96.33 0.80 0.00 0 15:00 4.17 180.0029 J-M-GTN-06-MH Junction 92.16 97.24 92.16 97.24 0.00 1.88 96.34 0.00 0.90 0 00:00 0.00 0.0030 J-M-GTN-07-MH Junction 93.15 98.46 93.15 98.46 0.00 1.88 96.35 0.00 2.11 0 00:00 0.00 0.0031 J-M-GTS-01-MH Junction 84.01 92.49 84.01 92.49 9061.00 14.58 93.16 0.67 0.00 0 12:22 2.14 132.0032 J-M-GTS-02-MH Junction 84.49 91.89 84.49 91.89 11513.00 20.21 93.16 1.27 0.00 0 12:13 5.39 169.0033 J-M-GTS-03-MH Junction 85.25 92.15 85.25 92.15 12404.00 18.14 93.16 1.01 0.00 0 12:14 3.90 158.0034 J-M-GTS-04-MH Junction 87.54 94.49 87.54 94.49 0.00 5.84 93.71 0.00 0.78 0 00:00 0.00 0.0035 J-M-GTS-05-MH Junction 88.86 95.92 88.86 95.92 0.00 5.84 94.08 0.00 1.84 0 00:00 0.00 0.0036 J-M-GTS-06-MH Junction 89.30 96.48 89.30 96.48 0.00 5.83 94.23 0.00 2.25 0 00:00 0.00 0.0037 J-M-GTS-07-MH Junction 90.98 98.10 90.98 98.10 0.00 5.33 95.45 0.00 2.65 0 00:00 0.00 0.0038 J-M-GTS-08-MH Junction 91.76 100.61 91.76 100.61 0.00 5.51 95.08 0.00 5.53 0 00:00 0.00 0.0039 J-M-GTS-09-MH Junction 92.03 101.38 92.03 101.38 0.00 5.56 95.62 0.00 5.76 0 00:00 0.00 0.0040 J-M-GTS-10-MH Junction 92.36 102.32 92.36 102.32 0.00 5.68 95.80 0.00 6.52 0 00:00 0.00 0.0041 J-M-GTS-12-MH Junction 93.05 101.43 93.05 101.43 0.00 5.79 95.98 0.00 5.45 0 00:00 0.00 0.0042 J-M-GTS-13-MH Junction 93.34 100.14 93.34 100.14 0.00 5.82 96.22 0.00 3.92 0 00:00 0.00 0.0043 J-M-M-01-MH Junction 61.67 68.50 61.67 68.50 0.00 25.83 63.14 0.00 5.36 0 00:00 0.00 0.0044 J-M-M-02-MH Junction 62.92 71.00 62.92 71.00 0.00 25.83 67.15 0.00 3.85 0 00:00 0.00 0.0045 J-M-M-03-CB Junction 63.72 70.75 63.72 70.75 0.00 28.85 70.39 0.00 0.36 0 00:00 0.00 0.0046 J-M-M-04-MH Junction 65.33 72.18 65.33 72.18 0.00 20.07 71.70 0.00 0.48 0 00:00 0.00 0.0047 J-M-M-05-MH Junction 66.98 74.59 66.98 74.59 0.00 20.54 73.73 0.00 0.86 0 00:00 0.00 0.0048 J-M-M-06-MH Junction 67.65 75.24 67.65 75.24 0.00 17.32 74.49 0.00 0.75 0 00:00 0.00 0.0049 J-M-M-07-MH Junction 68.39 76.87 68.39 76.87 0.00 17.32 75.43 0.00 1.44 0 00:00 0.00 0.0050 J-M-M-08-MH Junction 68.81 77.97 68.81 77.97 0.00 17.32 76.22 0.00 1.75 0 00:00 0.00 0.0051 J-M-M-09-MH Junction 69.56 79.62 69.56 79.62 0.00 17.32 77.23 0.00 2.39 0 00:00 0.00 0.0052 J-M-M-10-MH Junction 69.95 80.52 69.95 80.52 0.00 17.19 77.76 0.00 2.76 0 00:00 0.00 0.0053 J-M-M-11-MH Junction 70.34 81.51 70.34 81.51 0.00 17.19 78.31 0.00 3.20 0 00:00 0.00 0.0054 J-M-M-12-MH Junction 70.83 83.82 70.83 83.82 0.00 17.19 78.82 0.00 5.00 0 00:00 0.00 0.0055 J-M-M-13-MH Junction 72.04 79.62 72.04 79.62 20000.00 24.87 80.09 0.47 0.00 0 12:12 3.32 122.0056 J-M-M-14-MH Junction 72.44 80.12 72.44 80.12 0.00 14.28 80.10 0.00 0.02 0 00:00 0.00 0.0057 J-M-M-15-MH Junction 73.78 82.50 73.78 82.50 0.00 14.28 81.00 0.00 1.50 0 00:00 0.00 0.0058 J-M-M-16-MH Junction 75.39 84.00 75.39 84.00 0.00 14.28 81.89 0.00 2.11 0 00:00 0.00 0.0059 J-M-M-17-MH Junction 75.86 84.50 75.86 84.50 0.00 14.28 82.50 0.00 2.00 0 00:00 0.00 0.0060 J-M-MRW-01-MH Junction 109.03 115.61 109.03 115.61 0.00 24.08 115.54 0.00 0.07 0 00:00 0.00 0.0061 J-M-MRW-02-MH Junction 111.03 117.07 111.03 117.07 0.00 24.19 116.74 0.00 0.33 0 00:00 0.00 0.0062 J-M-MRW-03-MH Junction 112.75 128.03 112.75 128.03 0.00 15.14 121.41 0.00 6.62 0 00:00 0.00 0.0063 J-M-MRW-04-MH Junction 120.68 136.83 120.68 136.83 0.00 15.14 125.70 0.00 11.13 0 00:00 0.00 0.0064 J-M-MRW-05-MH Junction 122.32 140.48 122.32 140.48 0.00 15.14 130.72 0.00 9.76 0 00:00 0.00 0.0065 J-M-MRW-06A-MH Junction 123.99 135.61 123.99 135.61 12253.00 36.09 135.74 0.13 0.00 0 12:12 0.43 24.0066 J-M-MRW-06B-MH Junction 123.99 135.61 123.99 135.61 12253.00 29.61 135.78 0.17 0.00 0 12:09 0.58 28.0067 J-M-MRW-07-MH Junction 124.69 135.14 124.69 135.14 5755.00 10.82 135.79 0.65 0.00 0 12:08 1.08 36.0068 J-M-MRW-08-MH Junction 125.38 137.16 125.38 137.16 0.00 4.48 135.81 0.00 1.35 0 00:00 0.00 0.0069 J-M-MRW-09-MH Junction 125.98 139.48 125.98 139.48 0.00 4.48 135.92 0.00 3.56 0 00:00 0.00 0.0070 J-M-MRW-10-MH Junction 126.59 138.92 126.59 138.92 0.00 4.47 136.00 0.00 2.92 0 00:00 0.00 0.0071 J-M-MRW-11-MH Junction 127.34 136.88 127.34 136.88 0.00 3.91 136.03 0.00 0.85 0 00:00 0.00 0.0072 J-M-MRW-12-MH Junction 128.22 140.97 128.22 140.97 0.00 3.91 136.08 0.00 4.89 0 00:00 0.00 0.0073 J-M-MRW-13-MH Junction 128.70 139.79 128.70 139.79 0.00 3.86 136.07 0.00 3.72 0 00:00 0.00 0.0074 J-M-MRW-14-MH Junction 128.98 139.18 128.98 139.18 0.00 4.74 136.07 0.00 3.11 0 00:00 0.00 0.0075 J-M-MRW-15-MH Junction 129.51 137.85 129.51 137.85 0.00 4.21 135.77 0.00 2.08 0 00:00 0.00 0.0076 J-M-MRW-16-MH Junction 130.08 136.70 130.08 136.70 0.00 4.21 135.46 0.00 1.24 0 00:00 0.00 0.0077 J-M-MRW-17-MH Junction 130.73 135.54 130.73 135.54 0.00 4.21 135.15 0.00 0.39 0 00:00 0.00 0.0078 J-M-MRW-18-CB Junction 130.93 135.35 130.93 135.35 0.00 4.21 134.31 0.00 1.04 0 00:00 0.00 0.0079 J-M-MRW-20-CB Junction 132.83 138.00 132.83 138.00 0.00 3.88 137.07 0.00 0.93 0 00:00 0.00 0.0080 J-M-MRW-21-MH Junction 168.94 175.34 168.94 175.34 0.00 3.90 169.43 0.00 5.91 0 00:00 0.00 0.0081 J-M-MRW-22-CB Junction 170.92 175.13 170.92 175.13 0.00 3.91 172.82 0.00 2.31 0 00:00 0.00 0.00

Baseline Model - 10-Year Event

Appendix B Page 4 of 157

Page 18: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

82 J-M-NE-01-MH Junction 93.46 99.72 93.46 99.72 0.00 5.84 96.36 0.00 3.36 0 00:00 0.00 0.0083 J-M-NE-02-MH Junction 94.87 101.00 94.87 101.00 0.00 5.02 99.44 0.00 1.56 0 00:00 0.00 0.0084 J-M-NE-03-CB Junction 95.75 101.72 95.75 101.72 5563.00 11.40 102.15 0.43 0.00 0 12:13 0.91 105.0085 J-M-NE-04-MH Junction 95.92 102.04 95.92 102.04 5479.00 8.18 102.15 0.11 0.00 0 12:33 0.33 58.0086 J-M-NE-05-MH Junction 96.80 103.25 96.80 103.25 0.00 8.41 102.82 0.00 0.43 0 00:00 0.00 0.0087 J-M-NE-06-MH Junction 98.53 104.82 98.53 104.82 0.00 8.62 104.39 0.00 0.43 0 00:00 0.00 0.0088 J-M-NE-07-MH Junction 99.73 105.98 99.73 105.98 0.00 8.70 105.55 0.00 0.43 0 00:00 0.00 0.0089 J-M-NE-08-MH Junction 100.94 107.07 100.94 107.07 0.00 8.75 106.64 0.00 0.43 0 00:00 0.00 0.0090 J-M-NE-09-MH Junction 102.08 108.17 102.08 108.17 0.00 8.81 107.74 0.00 0.43 0 00:00 0.00 0.0091 J-M-NE-10-MH Junction 102.78 108.95 102.78 108.95 0.00 8.82 108.52 0.00 0.43 0 00:00 0.00 0.0092 J-M-NE-11-MH Junction 103.34 109.71 103.34 109.71 0.00 8.85 109.28 0.00 0.43 0 00:00 0.00 0.0093 J-M-NE-12-MH Junction 103.91 110.11 103.91 110.11 0.00 4.87 109.53 0.00 0.58 0 00:00 0.00 0.0094 J-M-NE-13-MH Junction 107.69 114.29 107.69 114.29 8312.00 10.46 114.32 0.03 0.00 0 12:16 0.13 23.0095 J-M-NE-14-MH Junction 110.78 117.06 110.78 117.06 0.00 3.52 116.45 0.00 0.61 0 00:00 0.00 0.0096 J-M-NE-15-MH Junction 112.27 118.48 112.27 118.48 0.00 3.66 117.61 0.00 0.87 0 00:00 0.00 0.0097 J-M-NE-16-MH Junction 114.34 120.49 114.34 120.49 0.00 4.03 119.13 0.00 1.36 0 00:00 0.00 0.0098 J-M-NE-17-MH Junction 115.95 122.06 115.95 122.06 0.00 4.53 120.42 0.00 1.64 0 00:00 0.00 0.0099 J-M-NE-18-MH Junction 117.53 123.60 117.53 123.60 0.00 5.35 121.97 0.00 1.63 0 00:00 0.00 0.00

100 J-M-NE-19-MH Junction 118.80 125.76 118.80 125.76 0.00 6.22 124.90 0.00 0.86 0 00:00 0.00 0.00101 J-M-NE-20-CB Junction 118.96 125.70 118.96 125.70 0.00 3.02 125.09 0.00 0.61 0 00:00 0.00 0.00102 J-M-NE-21-MH Junction 119.66 127.00 119.66 127.00 0.00 3.03 125.73 0.00 1.27 0 00:00 0.00 0.00103 J-M-NE-22-MH Junction 120.32 131.20 120.32 131.20 0.00 3.03 126.73 0.00 4.47 0 00:00 0.00 0.00104 J-M-NE-23-CB Junction 118.22 129.00 118.22 129.00 0.00 3.03 128.48 0.00 0.52 0 00:00 0.00 0.00105 J-M-O-02-MH Junction 65.19 72.70 65.19 72.70 0.00 34.97 72.08 0.00 0.62 0 00:00 0.00 0.00106 J-M-O-03-MH Junction 79.80 90.75 79.80 90.75 0.00 34.97 80.99 0.00 9.76 0 00:00 0.00 0.00107 J-M-WG-01-MH Junction 111.40 117.27 111.40 117.27 0.00 6.14 116.78 0.00 0.49 0 00:00 0.00 0.00108 J-M-WG-02-MH Junction 111.67 117.96 111.67 117.96 0.00 6.19 117.46 0.00 0.50 0 00:00 0.00 0.00109 J-M-WG-03-MH Junction 114.19 120.85 114.19 120.85 0.00 6.34 120.33 0.00 0.52 0 00:00 0.00 0.00110 J-M-WG-04-MH Junction 117.42 124.43 117.42 124.43 0.00 6.70 123.91 0.00 0.52 0 00:00 0.00 0.00111 J-M-WPD-01-MH Junction 76.43 84.41 76.43 84.41 0.00 14.70 83.17 0.00 1.24 0 00:00 0.00 0.00112 J-M-WPD-02-MH Junction 77.53 85.53 77.53 85.53 0.00 14.73 84.07 0.00 1.46 0 00:00 0.00 0.00113 J-M-WPD-03-MH Junction 78.64 87.80 78.64 87.80 0.00 15.01 85.19 0.00 2.61 0 00:00 0.00 0.00114 J-M-WPD-04-MH Junction 79.24 88.89 79.24 88.89 0.00 13.43 85.74 0.00 3.15 0 00:00 0.00 0.00115 J-M-WPD-05-MH Junction 80.17 90.36 80.17 90.36 0.00 47.38 86.44 0.00 3.92 0 00:00 0.00 0.00116 J-M-WPD-06-MH Junction 81.07 92.44 81.07 92.44 0.00 35.07 91.70 0.00 0.74 0 00:00 0.00 0.00117 J-M-WPD-07-MH Junction 81.87 94.05 81.87 94.05 0.00 49.73 93.46 0.00 0.59 0 00:00 0.00 0.00118 J-M-WPD-08-MH Junction 84.03 95.61 84.03 95.61 0.00 41.80 95.07 0.00 0.54 0 00:00 0.00 0.00119 J-M-WPD-09-MH Junction 86.50 97.41 86.50 97.41 0.00 43.86 96.87 0.00 0.54 0 00:00 0.00 0.00120 J-M-WPD-10-MH Junction 92.33 99.29 92.33 99.29 0.00 36.58 98.74 0.00 0.55 0 00:00 0.00 0.00121 J-M-WPD-11-MH Junction 95.22 102.23 95.22 102.23 0.00 36.70 101.66 0.00 0.57 0 00:00 0.00 0.00122 J-M-WPD-12-MH Junction 100.36 107.42 100.36 107.42 0.00 37.06 106.85 0.00 0.57 0 00:00 0.00 0.00123 J-M-WPD-13-MH Junction 104.33 111.41 104.33 111.41 0.00 37.39 110.84 0.00 0.57 0 00:00 0.00 0.00124 J-M-WPD-14-MH Junction 108.84 115.97 108.84 115.97 0.00 37.85 115.40 0.00 0.57 0 00:00 0.00 0.00125 J-M-WPD-15-MH Junction 111.25 118.16 111.25 118.16 0.00 6.44 116.04 0.00 2.12 0 00:00 0.00 0.00126 J-M-WPD-16-MH Junction 116.36 122.51 116.36 122.51 0.00 6.62 117.23 0.00 5.28 0 00:00 0.00 0.00127 J-M-WPD-17-MH Junction 119.26 125.44 119.26 125.44 0.00 6.59 120.01 0.00 5.43 0 00:00 0.00 0.00128 J-M-WPD-18-MH Junction 122.28 128.52 122.28 128.52 0.00 6.58 123.03 0.00 5.49 0 00:00 0.00 0.00129 J-M-WPD-19-CB Junction 129.04 134.11 129.04 134.11 0.00 6.62 129.72 0.00 4.39 0 00:00 0.00 0.00130 J-M-WPD-20-CB Junction 130.05 135.61 130.05 135.61 0.00 6.66 131.38 0.00 4.23 0 00:00 0.00 0.00131 J-M-WPD-21-MH Junction 130.09 137.19 130.09 137.19 0.00 6.72 131.87 0.00 5.32 0 00:00 0.00 0.00132 J-M-WPD-22-CB Junction 131.05 136.11 131.05 136.11 0.00 6.94 132.58 0.00 3.53 0 00:00 0.00 0.00133 J-M-WPD-23-CB Junction 131.40 138.74 131.40 138.74 0.00 3.98 132.70 0.00 6.04 0 00:00 0.00 0.00134 J-M-WPD-24-I Junction 139.63 141.13 139.63 141.13 0.00 8.22 140.22 0.00 0.91 0 00:00 0.00 0.00135 J-M-WPD-25-O Junction 153.39 154.39 153.39 154.39 0.00 3.30 154.07 0.00 0.32 0 00:00 0.00 0.00136 J-M-WPD-26-CB Junction 154.26 160.16 154.26 160.16 0.00 8.65 159.68 0.00 0.48 0 00:00 0.00 0.00137 O-M-B-01-O Outfall 16.00 25.83 16.57138 O-M-O-01-O Outfall 40.00 34.92 41.38139 O-M-WPD-01-O Outfall 83.20 0.10 83.20140 ST-M-HW-01-CH Storage Node 97.86 106.02 97.86 0.00 5.05 105.30 0.00 0.00141 ST-M-MRW-19-PD Storage Node 131.00 136.00 131.00 0.00 10.17 134.03 0.00 0.00

Baseline Model - 10-Year Event

Appendix B Page 5 of 157

Page 19: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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3.38

3.47

0.97

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232.

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GE

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3084

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RC

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16L-

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156.

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D21

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202.

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J-M

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194.

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d23

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MH

J-M

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203.

224.

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640.

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late

d24

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M-G

TN

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MH

J-M

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9-M

H78

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87.8

287

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203.

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0019

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SU

RC

HA

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25L-

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MH

75.0

388

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87.8

70.

4000

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0120

3.53

2.44

1.45

4.50

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1.00

208.

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UR

CH

AR

GE

D26

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J-M

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2-M

H17

4.55

88.9

288

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0012

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203.

532.

441.

454.

501.

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0020

8.00

SU

RC

HA

RG

ED

27L-

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TN

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PP

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TN

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MH

210.

0989

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88.9

70.

4000

12.0

000.

0120

3.53

2.44

1.45

4.50

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1.00

207.

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UR

CH

AR

GE

D28

L-M

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N-0

5-P

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TN

-05-

MH

J-M

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N-0

4-M

H11

1.25

90.3

189

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0012

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0.01

206.

852.

452.

798.

731.

001.

0020

8.00

SU

RC

HA

RG

ED

29L-

M-G

TN

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PP

ipe

J-M

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N-0

6-M

HJ-

M-G

TN

-05-

MH

225.

1092

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90.3

60.

8000

12.0

000.

0120

1.88

3.45

0.55

2.53

1.00

1.00

199.

00S

UR

CH

AR

GE

D30

L-M

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N-0

7-P

Pip

eJ-

M-G

TN

-07-

MH

J-M

-GT

N-0

6-M

H11

8.17

93.1

592

.21

0.80

0012

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0.01

201.

883.

440.

554.

041.

001.

0019

6.00

SU

RC

HA

RG

ED

31L-

M-G

TN

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PP

ipe

J-M

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MH

J-M

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H12

1.86

93.4

693

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0.21

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201.

881.

781.

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931.

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9.00

SU

RC

HA

RG

ED

32L-

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TS

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PP

ipe

J-M

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PD

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MH

244.

8684

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82.7

80.

5000

24.0

000.

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14.7

317

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0.85

4.69

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207.

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UR

CH

AR

GE

D33

L-M

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S-0

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TS

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MH

J-M

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S-0

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H84

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84.4

984

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0.47

0024

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0.01

2014

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16.8

40.

844.

522.

001.

0020

2.00

SU

RC

HA

RG

ED

34L-

M-G

TS

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PP

ipe

J-M

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S-0

3-M

HJ-

M-G

TS

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MH

51.8

585

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84.9

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8.88

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1.10

5.03

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200.

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GE

D35

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MH

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S-0

3-M

H28

0.32

87.5

485

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0.80

0018

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0.01

205.

8410

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0.57

3.98

1.50

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185.

00S

UR

CH

AR

GE

D36

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S-0

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MH

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4-M

H14

0.88

88.8

687

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0.90

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205.

8410

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0.54

4.98

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181.

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AR

GE

D37

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S-0

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TS

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MH

J-M

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S-0

5-M

H47

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89.3

088

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0.83

0018

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205.

8410

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0.56

4.63

1.50

1.00

180.

00S

UR

CH

AR

GE

D38

L-M

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S-0

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M-G

TS

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MH

J-M

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S-0

6-M

H15

9.01

90.9

889

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0.97

0018

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0.01

205.

8311

.24

0.52

5.05

1.50

1.00

176.

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UR

CH

AR

GE

D39

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S-0

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TS

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MH

J-M

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7-M

H24

5.39

91.7

691

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0.30

0018

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0.01

205.

336.

210.

863.

861.

501.

0016

7.00

SU

RC

HA

RG

ED

40L-

M-G

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PP

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TS

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MH

73.7

392

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91.8

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3000

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5.51

6.22

0.89

3.52

1.50

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161.

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UR

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AR

GE

D41

L-M

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MH

J-M

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S-0

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H92

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92.3

692

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0018

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0.01

205.

566.

270.

893.

291.

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SU

RC

HA

RG

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42L-

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MH

192.

3693

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3300

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5.68

6.56

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3.49

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139.

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D43

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TS

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MH

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H81

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93.3

493

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0018

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205.

796.

180.

943.

511.

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SU

RC

HA

RG

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44L-

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H23

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205.

826.

240.

933.

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7.00

SU

RC

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25.8

317

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150.

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25.8

317

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176.

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65.3

363

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2019

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67.6

567

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0.76

0024

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0.01

2017

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RC

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214

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68.8

868

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0.42

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0.01

2017

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15.8

21.

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0027

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SU

RC

HA

RG

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52L-

M-M

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2017

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14.7

01.

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RC

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RG

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97.0

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3100

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338.

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D55

L-M

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J-M

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H91

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70.8

370

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0.51

0024

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0.01

2017

.19

17.5

20.

985.

472.

001.

0036

0.00

SU

RC

HA

RG

ED

56L-

M-M

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MH

290.

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17.0

915

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5.44

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345.

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D57

L-M

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MH

J-M

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H86

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72.4

472

.09

0.40

0024

.000

0.01

2014

.30

15.5

90.

924.

552.

001.

0034

3.00

SU

RC

HA

RG

ED

Baseline Model - 10-Year Event

Appendix B Page 6 of 157

Page 20: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

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mar

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ign

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t)(f

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)(in

)(c

fs)

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t/sec

)(f

t)(m

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2014

.28

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001.

0029

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ipe

J-M

-WP

D-0

5-M

HJ-

M-W

PD

-04-

MH

172.

4480

.17

79.2

80.

5200

24.0

000.

0120

13.4

317

.61

0.76

4.61

2.00

1.00

278.

00S

UR

CH

AR

GE

D

Baseline Model - 10-Year Event

Appendix B Page 7 of 157

Page 21: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

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low

Pea

k F

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Pea

k F

low

Tot

al T

ime

Rep

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Typ

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ness

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low

Vel

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thD

epth

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tion

Nod

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leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

115

L-M

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D-0

5-P

Pip

eJ-

M-W

PD

-06-

MH

J-M

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D-0

5-M

H17

3.05

81.0

780

.27

0.46

0024

.000

0.01

2032

.71

16.6

61.

9610

.41

2.00

1.00

271.

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UR

CH

AR

GE

D11

6L-

M-W

PD

-06-

PP

ipe

J-M

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D-0

7-M

HJ-

M-W

PD

-06-

MH

155.

6081

.87

81.1

10.

4900

24.0

000.

0120

29.6

817

.13

1.73

9.45

2.00

1.00

266.

00S

UR

CH

AR

GE

D11

7L-

M-W

PD

-07-

PP

ipe

J-M

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D-0

8-M

HJ-

M-W

PD

-07-

MH

151.

7384

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82.1

91.

2100

24.0

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23.1

526

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0.86

7.37

2.00

1.00

217.

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UR

CH

AR

GE

D11

8L-

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PD

-08-

PP

ipe

J-M

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D-0

9-M

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PD

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MH

173.

8586

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84.0

91.

3900

24.0

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22.2

228

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0.77

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196.

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CH

AR

GE

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PD

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PD

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114.

4492

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13.7

516

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CH

AR

GE

D12

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PD

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PP

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PD

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MH

143.

3295

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13.6

516

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0.85

7.96

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CH

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GE

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PD

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PP

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253.

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0000

18.0

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516

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0.93

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1.50

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109.

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CH

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GE

D12

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PD

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MH

195.

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441.

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16.1

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106.

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PD

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J-M

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MH

223.

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104.

382.

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16.6

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9.39

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CH

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D12

4L-

M-W

PD

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PP

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J-M

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PD

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MH

115.

4211

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RG

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125

L-M

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PD

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MH

J-M

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H25

1.54

116.

3611

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206.

4416

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5.61

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0.79

0.00

Cal

cula

ted

126

L-M

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D-1

6-P

Pip

eJ-

M-W

PD

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MH

J-M

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D-1

6-M

H14

3.28

119.

2611

6.45

1.96

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0.01

206.

6215

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0.42

7.74

0.67

0.50

0.00

Cal

cula

ted

127

L-M

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D-1

7-P

Pip

eJ-

M-W

PD

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MH

J-M

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D-1

7-M

H15

3.77

122.

2811

9.31

1.93

0018

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0.01

206.

5915

.82

0.42

7.76

0.69

0.49

0.00

Cal

cula

ted

128

L-M

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D-1

8-P

Pip

eJ-

M-W

PD

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CB

J-M

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D-1

8-M

H26

1.40

129.

0412

2.41

2.54

0018

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0.01

206.

5818

.12

0.36

8.95

0.63

0.43

0.00

Cal

cula

ted

129

L-M

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D-1

9-P

Pip

eJ-

M-W

PD

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CB

J-M

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D-1

9-C

B98

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130.

0512

9.58

0.48

0018

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0.01

206.

627.

880.

844.

511.

130.

770.

00C

alcu

late

d13

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M-W

PD

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PP

ipe

J-M

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D-2

1-M

HJ-

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PD

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CB

67.1

513

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6.66

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3.88

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131

L-M

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D-2

1-P

Pip

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J-M

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H14

3.68

131.

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0018

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0.01

206.

727.

350.

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841.

440.

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late

d13

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PD

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PP

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J-M

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D-2

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BJ-

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PD

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CB

70.3

913

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131.

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3700

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3.99

6.92

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3.17

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0.91

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133

L-M

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60.6

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296.

440.

570.

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late

d13

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137

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139

L-O

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J-M

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141

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4L-

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MH

J-M

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B15

5.72

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145

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147

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149

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152

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2012

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162

L-O

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J-M

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-08-

MH

J-M

-NE

-07-

MH

105.

8410

6.45

105.

361.

0300

7.44

00.

0320

5.38

122.

800.

042.

420.

190.

310.

0016

9L-

O-N

E-0

6-C

Cha

nnel

J-M

-NE

-09-

MH

J-M

-NE

-08-

MH

106.

3410

7.55

106.

451.

0300

7.44

00.

0320

5.42

123.

080.

042.

430.

190.

310.

0017

0L-

O-N

E-0

7-C

Cha

nnel

J-M

-NE

-10-

MH

J-M

-NE

-09-

MH

66.7

110

8.33

107.

551.

1700

7.44

00.

0320

5.53

130.

850.

042.

540.

190.

300.

0017

1L-

O-N

E-0

8-C

Cha

nnel

J-M

-NE

-11-

MH

J-M

-NE

-10-

MH

71.9

010

9.09

108.

331.

0600

7.44

00.

0320

5.64

124.

410.

052.

480.

190.

310.

00

Baseline Model - 10-Year Event

Appendix B Page 8 of 157

Page 22: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

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Tot

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Rep

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Typ

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ness

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tion

Ele

vatio

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atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

172

L-O

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CC

hann

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2-M

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440

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702.

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173

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CC

hann

elJ-

M-N

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4-M

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440

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174

L-O

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CC

hann

elJ-

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HJ-

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117.

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4.39

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175

L-O

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CC

hann

elJ-

M-N

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3.36

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176

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hann

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177

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178

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CC

hann

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179

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180

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CC

hann

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72.9

50.

071.

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250.

420.

0018

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O-W

G-0

2-C

Cha

nnel

J-M

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MH

J-M

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MH

36.5

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910.

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170.

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0018

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G-0

3-C

Cha

nnel

J-M

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MH

J-M

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MH

143.

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0.23

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0100

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710.

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3L-

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G-0

4-C

Cha

nnel

J-M

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MH

J-M

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MH

175.

8212

3.81

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232.

0400

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00.

0320

1.34

172.

680.

012.

200.

100.

160.

0018

4L-

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PD

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CC

hann

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MH

J-L-

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0019

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0.00

0.40

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185

L-O

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D-0

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Cha

nnel

J-M

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PD

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CC

hann

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M-W

PD

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MH

J-M

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2-M

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86.9

384

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1.05

0010

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200.

0021

6.78

0.00

0.00

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187

L-O

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D-0

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Cha

nnel

J-M

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MH

123.

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30.

8800

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0320

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197.

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hann

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J-M

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189

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3L-

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CC

hann

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M-W

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MH

J-M

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2025

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270.

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370.

0019

4L-

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PD

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CC

hann

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M-W

PD

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MH

J-M

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D-1

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2023

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302.

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350.

0019

5L-

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PD

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CC

hann

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PD

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MH

J-M

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106.

5510

1.36

1.92

0010

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0.03

2022

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292.

310.

084.

650.

280.

340.

0019

6L-

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CC

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MH

J-M

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D-1

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5410

6.55

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0010

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0.03

2023

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301.

950.

084.

890.

290.

340.

0019

7L-

O-W

PD

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CC

hann

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MH

J-M

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D-1

3-M

H22

3.08

115.

1011

0.54

2.04

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0.03

2023

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301.

840.

084.

870.

290.

340.

0019

8L-

O-W

PD

-15-

CC

hann

elJ-

M-W

PD

-15-

MH

J-M

-WP

D-1

4-M

H12

9.57

117.

2911

5.10

1.69

0010

.440

0.03

200.

0027

4.47

0.00

0.00

0.15

0.17

0.00

199

L-O

-WP

D-1

6-C

Cha

nnel

J-M

-WP

D-2

6-C

BJ-

M-W

PD

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I42

0.85

159.

5413

9.63

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440

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204.

8826

3.21

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0.54

0.00

200

L-O

R-M

RW

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MH

Orif

ice

J-M

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W-0

6B-M

HJ-

M-M

RW

-06A

-MH

123.

9912

3.99

6.00

02.

3720

1L-

W-M

RW

-01-

MH

Wei

rJ-

M-M

RW

-06B

-MH

J-M

-MR

W-0

6A-M

H12

3.99

123.

9935

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202

L-W

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D-0

1-C

Wei

rJ-

L-W

PD

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CB

O-M

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D-0

1-O

77.9

983

.20

0.10

Baseline Model - 10-Year Event

Appendix B Page 9 of 157

Page 23: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)1 J-L-WPD-01-CB 77.99 84.00 6.01 77.99 0.00 84.00 0.00 0.00 0.002 J-M-B-02-MH 18.14 23.00 4.86 18.14 0.00 23.00 0.00 0.00 0.003 J-M-B-03-D 19.58 124.25 104.67 19.58 0.00 124.25 0.00 0.00 0.004 J-M-B-04-D 33.12 121.62 88.50 33.12 0.00 121.62 0.00 0.00 0.005 J-M-B-05-D 45.37 119.53 74.16 45.37 0.00 119.53 0.00 0.00 0.006 J-M-B-06-MH 58.29 68.80 10.51 58.29 0.00 68.80 0.00 0.00 0.007 J-M-BBC-01-MH 74.36 80.62 6.26 74.36 0.00 80.62 0.00 0.00 0.008 J-M-BBC-02-MH 75.14 81.62 6.48 75.14 0.00 81.62 0.00 0.00 0.009 J-M-BBC-03-MH 76.76 84.62 7.86 76.76 0.00 84.62 0.00 0.00 0.00

10 J-M-BBC-04-CB 84.70 90.22 5.52 84.70 0.00 90.22 0.00 5102.00 0.0011 J-M-BBN-01-MH 83.24 91.21 7.97 83.24 0.00 91.21 0.00 0.00 0.0012 J-M-BBN-02-MH 86.01 94.48 8.47 86.01 0.00 94.48 0.00 0.00 0.0013 J-M-BBN-03-MH 87.02 96.59 9.57 87.02 0.00 96.59 0.00 0.00 0.0014 J-M-BBN-04-MH 87.55 97.48 9.93 87.55 0.00 97.48 0.00 0.00 0.0015 J-M-BBN-05-MH 88.82 99.87 11.05 88.82 0.00 99.87 0.00 0.00 0.0016 J-M-F-01-MH 68.27 74.57 6.30 68.27 0.00 74.57 0.00 0.00 0.0017 J-M-F-02-CB 68.67 74.98 6.31 68.67 0.00 74.98 0.00 0.00 0.0018 J-M-F-03-MH 68.92 75.02 6.10 68.92 0.00 75.02 0.00 0.00 0.0019 J-M-F-04-MH 69.48 75.35 5.87 69.48 0.00 75.35 0.00 0.00 0.0020 J-M-F-05-MH 68.50 74.12 5.62 68.50 0.00 74.12 0.00 0.00 0.0021 J-M-F-06-MH 72.00 77.62 5.62 72.00 0.00 77.62 0.00 0.00 0.0022 J-M-F-07-MH 75.50 81.12 5.62 75.50 0.00 81.12 0.00 0.00 0.0023 J-M-F-08-MH 79.00 84.62 5.62 79.00 0.00 84.62 0.00 0.00 0.0024 J-M-GTN-01-MH 87.82 97.29 9.47 87.82 0.00 97.29 0.00 0.00 0.0025 J-M-GTN-02-MH 88.17 98.09 9.92 88.17 0.00 98.09 0.00 0.00 0.0026 J-M-GTN-03-MH 88.92 97.86 8.94 88.92 0.00 97.86 0.00 0.00 0.0027 J-M-GTN-04-MH 89.81 96.28 6.47 89.81 0.00 96.28 0.00 2376.00 0.0028 J-M-GTN-05-MH 90.31 95.53 5.22 90.31 0.00 95.53 0.00 15201.00 0.0029 J-M-GTN-06-MH 92.16 97.24 5.08 92.16 0.00 97.24 0.00 0.00 0.0030 J-M-GTN-07-MH 93.15 98.46 5.31 93.15 0.00 98.46 0.00 0.00 0.0031 J-M-GTS-01-MH 84.01 92.49 8.48 84.01 0.00 92.49 0.00 9061.00 0.0032 J-M-GTS-02-MH 84.49 91.89 7.40 84.49 0.00 91.89 0.00 11513.00 0.0033 J-M-GTS-03-MH 85.25 92.15 6.90 85.25 0.00 92.15 0.00 12404.00 0.0034 J-M-GTS-04-MH 87.54 94.49 6.95 87.54 0.00 94.49 0.00 0.00 0.0035 J-M-GTS-05-MH 88.86 95.92 7.06 88.86 0.00 95.92 0.00 0.00 0.0036 J-M-GTS-06-MH 89.30 96.48 7.18 89.30 0.00 96.48 0.00 0.00 0.0037 J-M-GTS-07-MH 90.98 98.10 7.12 90.98 0.00 98.10 0.00 0.00 0.0038 J-M-GTS-08-MH 91.76 100.61 8.85 91.76 0.00 100.61 0.00 0.00 0.0039 J-M-GTS-09-MH 92.03 101.38 9.35 92.03 0.00 101.38 0.00 0.00 0.0040 J-M-GTS-10-MH 92.36 102.32 9.96 92.36 0.00 102.32 0.00 0.00 0.0041 J-M-GTS-12-MH 93.05 101.43 8.38 93.05 0.00 101.43 0.00 0.00 0.0042 J-M-GTS-13-MH 93.34 100.14 6.80 93.34 0.00 100.14 0.00 0.00 0.0043 J-M-M-01-MH 61.67 68.50 6.83 61.67 0.00 68.50 0.00 0.00 0.0044 J-M-M-02-MH 62.92 71.00 8.08 62.92 0.00 71.00 0.00 0.00 0.0045 J-M-M-03-CB 63.72 70.75 7.03 63.72 0.00 70.75 0.00 0.00 0.0046 J-M-M-04-MH 65.33 72.18 6.85 65.33 0.00 72.18 0.00 0.00 0.0047 J-M-M-05-MH 66.98 74.59 7.61 66.98 0.00 74.59 0.00 0.00 0.0048 J-M-M-06-MH 67.65 75.24 7.59 67.65 0.00 75.24 0.00 0.00 0.0049 J-M-M-07-MH 68.39 76.87 8.48 68.39 0.00 76.87 0.00 0.00 0.0050 J-M-M-08-MH 68.81 77.97 9.16 68.81 0.00 77.97 0.00 0.00 0.0051 J-M-M-09-MH 69.56 79.62 10.06 69.56 0.00 79.62 0.00 0.00 0.0052 J-M-M-10-MH 69.95 80.52 10.57 69.95 0.00 80.52 0.00 0.00 0.0053 J-M-M-11-MH 70.34 81.51 11.17 70.34 0.00 81.51 0.00 0.00 0.0054 J-M-M-12-MH 70.83 83.82 12.99 70.83 0.00 83.82 0.00 0.00 0.0055 J-M-M-13-MH 72.04 79.62 7.58 72.04 0.00 79.62 0.00 20000.00 0.0056 J-M-M-14-MH 72.44 80.12 7.68 72.44 0.00 80.12 0.00 0.00 0.0057 J-M-M-15-MH 73.78 82.50 8.72 73.78 0.00 82.50 0.00 0.00 0.0058 J-M-M-16-MH 75.39 84.00 8.61 75.39 0.00 84.00 0.00 0.00 0.0059 J-M-M-17-MH 75.86 84.50 8.64 75.86 0.00 84.50 0.00 0.00 0.0060 J-M-MRW-01-MH 109.03 115.61 6.58 109.03 0.00 115.61 0.00 0.00 0.0061 J-M-MRW-02-MH 111.03 117.07 6.04 111.03 0.00 117.07 0.00 0.00 0.0062 J-M-MRW-03-MH 112.75 128.03 15.28 112.75 0.00 128.03 0.00 0.00 0.0063 J-M-MRW-04-MH 120.68 136.83 16.15 120.68 0.00 136.83 0.00 0.00 0.0064 J-M-MRW-05-MH 122.32 140.48 18.16 122.32 0.00 140.48 0.00 0.00 0.0065 J-M-MRW-06A-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0066 J-M-MRW-06B-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0067 J-M-MRW-07-MH 124.69 135.14 10.45 124.69 0.00 135.14 0.00 5755.00 0.0068 J-M-MRW-08-MH 125.38 137.16 11.78 125.38 0.00 137.16 0.00 0.00 0.0069 J-M-MRW-09-MH 125.98 139.48 13.50 125.98 0.00 139.48 0.00 0.00 0.0070 J-M-MRW-10-MH 126.59 138.92 12.33 126.59 0.00 138.92 0.00 0.00 0.0071 J-M-MRW-11-MH 127.34 136.88 9.54 127.34 0.00 136.88 0.00 0.00 0.0072 J-M-MRW-12-MH 128.22 140.97 12.75 128.22 0.00 140.97 0.00 0.00 0.0073 J-M-MRW-13-MH 128.70 139.79 11.09 128.70 0.00 139.79 0.00 0.00 0.0074 J-M-MRW-14-MH 128.98 139.18 10.20 128.98 0.00 139.18 0.00 0.00 0.0075 J-M-MRW-15-MH 129.51 137.85 8.34 129.51 0.00 137.85 0.00 0.00 0.0076 J-M-MRW-16-MH 130.08 136.70 6.62 130.08 0.00 136.70 0.00 0.00 0.0077 J-M-MRW-17-MH 130.73 135.54 4.81 130.73 0.00 135.54 0.00 0.00 0.0078 J-M-MRW-18-CB 130.93 135.35 4.42 130.93 0.00 135.35 0.00 0.00 0.0079 J-M-MRW-20-CB 132.83 138.00 5.17 132.83 0.00 138.00 0.00 0.00 0.0080 J-M-MRW-21-MH 168.94 175.34 6.40 168.94 0.00 175.34 0.00 0.00 0.0081 J-M-MRW-22-CB 170.92 175.13 4.21 170.92 0.00 175.13 0.00 0.00 0.0082 J-M-NE-01-MH 93.46 99.72 6.26 93.46 0.00 99.72 0.00 0.00 0.00

Baseline Model - 10-Year Event

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Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)83 J-M-NE-02-MH 94.87 101.00 6.13 94.87 0.00 101.00 0.00 0.00 0.0084 J-M-NE-03-CB 95.75 101.72 5.97 95.75 0.00 101.72 0.00 5563.00 0.0085 J-M-NE-04-MH 95.92 102.04 6.12 95.92 0.00 102.04 0.00 5479.00 0.0086 J-M-NE-05-MH 96.80 103.25 6.45 96.80 0.00 103.25 0.00 0.00 0.0087 J-M-NE-06-MH 98.53 104.82 6.29 98.53 0.00 104.82 0.00 0.00 0.0088 J-M-NE-07-MH 99.73 105.98 6.25 99.73 0.00 105.98 0.00 0.00 0.0089 J-M-NE-08-MH 100.94 107.07 6.13 100.94 0.00 107.07 0.00 0.00 0.0090 J-M-NE-09-MH 102.08 108.17 6.09 102.08 0.00 108.17 0.00 0.00 0.0091 J-M-NE-10-MH 102.78 108.95 6.17 102.78 0.00 108.95 0.00 0.00 0.0092 J-M-NE-11-MH 103.34 109.71 6.37 103.34 0.00 109.71 0.00 0.00 0.0093 J-M-NE-12-MH 103.91 110.11 6.20 103.91 0.00 110.11 0.00 0.00 0.0094 J-M-NE-13-MH 107.69 114.29 6.60 107.69 0.00 114.29 0.00 8312.00 0.0095 J-M-NE-14-MH 110.78 117.06 6.28 110.78 0.00 117.06 0.00 0.00 0.0096 J-M-NE-15-MH 112.27 118.48 6.21 112.27 0.00 118.48 0.00 0.00 0.0097 J-M-NE-16-MH 114.34 120.49 6.15 114.34 0.00 120.49 0.00 0.00 0.0098 J-M-NE-17-MH 115.95 122.06 6.11 115.95 0.00 122.06 0.00 0.00 0.0099 J-M-NE-18-MH 117.53 123.60 6.07 117.53 0.00 123.60 0.00 0.00 0.00

100 J-M-NE-19-MH 118.80 125.76 6.96 118.80 0.00 125.76 0.00 0.00 0.00101 J-M-NE-20-CB 118.96 125.70 6.74 118.96 0.00 125.70 0.00 0.00 0.00102 J-M-NE-21-MH 119.66 127.00 7.34 119.66 0.00 127.00 0.00 0.00 0.00103 J-M-NE-22-MH 120.32 131.20 10.88 120.32 0.00 131.20 0.00 0.00 0.00104 J-M-NE-23-CB 118.22 129.00 10.78 118.22 0.00 129.00 0.00 0.00 0.00105 J-M-O-02-MH 65.19 72.70 7.51 65.19 0.00 72.70 0.00 0.00 0.00106 J-M-O-03-MH 79.80 90.75 10.95 79.80 0.00 90.75 0.00 0.00 0.00107 J-M-WG-01-MH 111.40 117.27 5.87 111.40 0.00 117.27 0.00 0.00 0.00108 J-M-WG-02-MH 111.67 117.96 6.29 111.67 0.00 117.96 0.00 0.00 0.00109 J-M-WG-03-MH 114.19 120.85 6.66 114.19 0.00 120.85 0.00 0.00 0.00110 J-M-WG-04-MH 117.42 124.43 7.01 117.42 0.00 124.43 0.00 0.00 0.00111 J-M-WPD-01-MH 76.43 84.41 7.98 76.43 0.00 84.41 0.00 0.00 0.00112 J-M-WPD-02-MH 77.53 85.53 8.00 77.53 0.00 85.53 0.00 0.00 0.00113 J-M-WPD-03-MH 78.64 87.80 9.16 78.64 0.00 87.80 0.00 0.00 0.00114 J-M-WPD-04-MH 79.24 88.89 9.65 79.24 0.00 88.89 0.00 0.00 0.00115 J-M-WPD-05-MH 80.17 90.36 10.19 80.17 0.00 90.36 0.00 0.00 0.00116 J-M-WPD-06-MH 81.07 92.44 11.37 81.07 0.00 92.44 0.00 0.00 0.00117 J-M-WPD-07-MH 81.87 94.05 12.18 81.87 0.00 94.05 0.00 0.00 0.00118 J-M-WPD-08-MH 84.03 95.61 11.58 84.03 0.00 95.61 0.00 0.00 0.00119 J-M-WPD-09-MH 86.50 97.41 10.91 86.50 0.00 97.41 0.00 0.00 0.00120 J-M-WPD-10-MH 92.33 99.29 6.96 92.33 0.00 99.29 0.00 0.00 0.00121 J-M-WPD-11-MH 95.22 102.23 7.01 95.22 0.00 102.23 0.00 0.00 0.00122 J-M-WPD-12-MH 100.36 107.42 7.06 100.36 0.00 107.42 0.00 0.00 0.00123 J-M-WPD-13-MH 104.33 111.41 7.08 104.33 0.00 111.41 0.00 0.00 0.00124 J-M-WPD-14-MH 108.84 115.97 7.13 108.84 0.00 115.97 0.00 0.00 0.00125 J-M-WPD-15-MH 111.25 118.16 6.91 111.25 0.00 118.16 0.00 0.00 0.00126 J-M-WPD-16-MH 116.36 122.51 6.15 116.36 0.00 122.51 0.00 0.00 0.00127 J-M-WPD-17-MH 119.26 125.44 6.18 119.26 0.00 125.44 0.00 0.00 0.00128 J-M-WPD-18-MH 122.28 128.52 6.24 122.28 0.00 128.52 0.00 0.00 0.00129 J-M-WPD-19-CB 129.04 134.11 5.07 129.04 0.00 134.11 0.00 0.00 0.00130 J-M-WPD-20-CB 130.05 135.61 5.56 130.05 0.00 135.61 0.00 0.00 0.00131 J-M-WPD-21-MH 130.09 137.19 7.10 130.09 0.00 137.19 0.00 0.00 0.00132 J-M-WPD-22-CB 131.05 136.11 5.06 131.05 0.00 136.11 0.00 0.00 0.00133 J-M-WPD-23-CB 131.40 138.74 7.34 131.40 0.00 138.74 0.00 0.00 0.00134 J-M-WPD-24-I 139.63 141.13 1.50 139.63 0.00 141.13 0.00 0.00 0.00135 J-M-WPD-25-O 153.39 154.39 1.00 153.39 0.00 154.39 0.00 0.00 0.00136 J-M-WPD-26-CB 154.26 160.16 5.90 154.26 0.00 160.16 0.00 0.00 0.00

Baseline Model - 10-Year Event

Appendix B Page 11 of 157

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB 9.24 3.91 83.21 5.22 0.00 0.79 78.80 0.81 0 12:32 0 00:00 0.00 0.002 J-M-B-02-MH 25.83 0.00 21.57 3.43 0.00 1.43 21.25 3.11 0 12:20 0 00:00 0.00 0.003 J-M-B-03-D 25.83 0.00 25.85 6.27 0.00 98.40 21.99 2.41 0 12:22 0 00:00 0.00 0.004 J-M-B-04-D 25.83 0.00 34.43 1.31 0.00 87.19 33.70 0.58 0 12:19 0 00:00 0.00 0.005 J-M-B-05-D 25.83 0.00 46.43 1.06 0.00 73.10 45.90 0.53 0 12:19 0 00:00 0.00 0.006 J-M-B-06-MH 25.83 0.00 59.31 1.02 0.00 9.49 58.79 0.50 0 12:18 0 00:00 0.00 0.007 J-M-BBC-01-MH 5.23 0.00 80.17 5.81 0.00 0.45 75.13 0.77 0 12:19 0 00:00 0.00 0.008 J-M-BBC-02-MH 5.24 0.00 81.13 5.99 0.00 0.49 75.79 0.65 0 12:17 0 00:00 0.00 0.009 J-M-BBC-03-MH 5.74 0.00 84.09 7.33 0.00 0.53 77.23 0.47 0 12:15 0 00:00 0.00 0.00

10 J-M-BBC-04-CB 7.56 7.56 90.29 5.59 0.07 0.00 84.86 0.16 0 12:13 0 12:11 0.10 11.0011 J-M-BBN-01-MH 6.28 0.00 89.30 6.06 0.00 1.91 83.71 0.47 0 12:21 0 00:00 0.00 0.0012 J-M-BBN-02-MH 6.70 0.00 93.91 7.90 0.00 0.57 86.33 0.32 0 12:21 0 00:00 0.00 0.0013 J-M-BBN-03-MH 7.93 0.00 96.11 9.09 0.00 0.48 87.49 0.47 0 12:19 0 00:00 0.00 0.0014 J-M-BBN-04-MH 8.68 0.00 97.04 9.49 0.00 0.44 88.07 0.52 0 12:14 0 00:00 0.00 0.0015 J-M-BBN-05-MH 10.11 10.11 99.44 10.62 0.00 0.43 89.37 0.55 0 12:12 0 00:00 0.00 0.0016 J-M-F-01-MH 3.29 0.00 74.00 5.73 0.00 0.57 68.60 0.33 0 12:14 0 00:00 0.00 0.0017 J-M-F-02-CB 3.47 0.00 74.37 5.70 0.00 0.61 68.99 0.32 0 12:13 0 00:00 0.00 0.0018 J-M-F-03-MH 3.95 0.00 74.48 5.56 0.00 0.54 69.23 0.31 0 12:12 0 00:00 0.00 0.0019 J-M-F-04-MH 4.08 4.08 74.86 5.38 0.00 0.49 69.74 0.26 0 12:12 0 00:00 0.00 0.0020 J-M-F-05-MH 2.96 0.00 71.46 2.96 0.00 2.66 68.61 0.11 0 12:13 0 00:00 0.00 0.0021 J-M-F-06-MH 3.19 0.00 72.67 0.67 0.00 4.95 72.09 0.09 0 12:13 0 00:00 0.00 0.0022 J-M-F-07-MH 3.22 0.00 76.14 0.64 0.00 4.98 75.60 0.10 0 12:12 0 00:00 0.00 0.0023 J-M-F-08-MH 3.27 3.27 79.65 0.65 0.00 4.97 79.10 0.10 0 12:12 0 00:00 0.00 0.0024 J-M-GTN-01-MH 3.53 0.00 96.69 8.87 0.00 0.60 88.91 1.09 0 12:14 0 00:00 0.00 0.0025 J-M-GTN-02-MH 3.53 0.00 96.55 8.38 0.00 1.54 89.24 1.07 0 12:59 0 00:00 0.00 0.0026 J-M-GTN-03-MH 3.53 0.00 96.71 7.79 0.00 1.15 89.95 1.03 0 15:00 0 00:00 0.00 0.0027 J-M-GTN-04-MH 6.87 0.00 96.33 6.52 0.05 0.00 90.81 1.00 0 13:25 0 13:03 0.09 54.0028 J-M-GTN-05-MH 30.45 8.85 96.33 6.02 0.80 0.00 91.29 0.98 0 13:26 0 15:00 4.17 180.0029 J-M-GTN-06-MH 1.88 0.00 96.34 4.18 0.00 0.90 92.76 0.60 0 13:21 0 00:00 0.00 0.0030 J-M-GTN-07-MH 1.88 0.00 96.35 3.20 0.00 2.11 93.63 0.48 0 13:18 0 00:00 0.00 0.0031 J-M-GTS-01-MH 14.58 0.00 93.16 9.15 0.67 0.00 85.26 1.25 0 13:05 0 12:22 2.14 132.0032 J-M-GTS-02-MH 20.21 11.64 93.16 8.67 1.27 0.00 85.68 1.19 0 13:06 0 12:13 5.39 169.0033 J-M-GTS-03-MH 18.14 0.00 93.16 7.91 1.01 0.00 86.31 1.06 0 13:07 0 12:14 3.90 158.0034 J-M-GTS-04-MH 5.84 0.00 93.71 6.17 0.00 0.78 88.34 0.80 0 13:07 0 00:00 0.00 0.0035 J-M-GTS-05-MH 5.84 0.00 94.08 5.22 0.00 1.84 89.54 0.68 0 12:06 0 00:00 0.00 0.0036 J-M-GTS-06-MH 5.83 0.00 94.23 4.93 0.00 2.25 89.97 0.67 0 12:57 0 00:00 0.00 0.0037 J-M-GTS-07-MH 5.33 0.00 95.45 4.47 0.00 2.65 91.49 0.51 0 12:06 0 00:00 0.00 0.0038 J-M-GTS-08-MH 5.51 0.00 95.08 3.32 0.00 5.53 92.30 0.54 0 13:11 0 00:00 0.00 0.0039 J-M-GTS-09-MH 5.56 0.00 95.62 3.59 0.00 5.76 92.58 0.55 0 12:07 0 00:00 0.00 0.0040 J-M-GTS-10-MH 5.68 0.00 95.80 3.44 0.00 6.52 92.89 0.53 0 12:07 0 00:00 0.00 0.0041 J-M-GTS-12-MH 5.79 0.00 95.98 2.93 0.00 5.45 93.54 0.49 0 13:16 0 00:00 0.00 0.0042 J-M-GTS-13-MH 5.82 0.00 96.22 2.88 0.00 3.92 93.84 0.50 0 13:16 0 00:00 0.00 0.0043 J-M-M-01-MH 25.83 0.00 63.14 1.47 0.00 5.36 62.32 0.65 0 12:18 0 00:00 0.00 0.0044 J-M-M-02-MH 25.83 0.00 67.15 4.23 0.00 3.85 64.07 1.15 0 12:15 0 00:00 0.00 0.0045 J-M-M-03-CB 28.85 7.73 70.39 6.67 0.00 0.36 65.12 1.40 0 12:18 0 00:00 0.00 0.0046 J-M-M-04-MH 20.07 0.00 71.70 6.37 0.00 0.48 66.45 1.12 0 12:16 0 00:00 0.00 0.0047 J-M-M-05-MH 20.54 3.12 73.73 6.75 0.00 0.86 68.10 1.12 0 12:12 0 00:00 0.00 0.0048 J-M-M-06-MH 17.32 0.00 74.49 6.84 0.00 0.75 68.89 1.24 0 12:12 0 00:00 0.00 0.0049 J-M-M-07-MH 17.32 0.00 75.43 7.04 0.00 1.44 69.81 1.42 0 12:11 0 00:00 0.00 0.0050 J-M-M-08-MH 17.32 0.00 76.22 7.41 0.00 1.75 70.39 1.58 0 12:11 0 00:00 0.00 0.0051 J-M-M-09-MH 17.32 2.26 77.23 7.67 0.00 2.39 71.09 1.53 0 12:12 0 00:00 0.00 0.0052 J-M-M-10-MH 17.19 0.00 77.76 7.81 0.00 2.76 71.69 1.74 0 12:11 0 00:00 0.00 0.0053 J-M-M-11-MH 17.19 0.00 78.31 7.97 0.00 3.20 72.19 1.85 0 12:11 0 00:00 0.00 0.0054 J-M-M-12-MH 17.19 1.54 78.82 7.99 0.00 5.00 72.65 1.82 0 12:11 0 00:00 0.00 0.0055 J-M-M-13-MH 24.87 7.26 80.09 8.05 0.47 0.00 73.89 1.85 0 12:48 0 12:12 3.32 122.0056 J-M-M-14-MH 14.28 0.00 80.10 7.66 0.00 0.02 74.37 1.93 0 12:48 0 00:00 0.00 0.0057 J-M-M-15-MH 14.28 0.00 81.00 7.22 0.00 1.50 75.41 1.63 0 12:42 0 00:00 0.00 0.0058 J-M-M-16-MH 14.28 0.00 81.89 6.50 0.00 2.11 76.82 1.43 0 12:26 0 00:00 0.00 0.0059 J-M-M-17-MH 14.28 0.00 82.50 6.64 0.00 2.00 77.45 1.59 0 12:22 0 00:00 0.00 0.0060 J-M-MRW-01-MH 24.08 0.00 115.54 6.51 0.00 0.07 110.07 1.04 0 12:13 0 00:00 0.00 0.0061 J-M-MRW-02-MH 24.19 3.60 116.74 5.71 0.00 0.33 111.70 0.67 0 12:12 0 00:00 0.00 0.0062 J-M-MRW-03-MH 15.14 0.00 121.41 8.66 0.00 6.62 113.49 0.74 0 12:12 0 00:00 0.00 0.0063 J-M-MRW-04-MH 15.14 0.00 125.70 5.02 0.00 11.13 121.07 0.39 0 12:13 0 00:00 0.00 0.0064 J-M-MRW-05-MH 15.14 0.00 130.72 8.40 0.00 9.76 122.98 0.66 0 12:13 0 00:00 0.00 0.0065 J-M-MRW-06A-MH 36.09 0.00 135.74 11.75 0.13 0.00 124.74 0.75 0 12:20 0 12:12 0.43 24.0066 J-M-MRW-06B-MH 29.61 29.61 135.78 11.79 0.17 0.00 127.58 3.59 0 12:18 0 12:09 0.58 28.0067 J-M-MRW-07-MH 10.82 0.00 135.79 11.10 0.65 0.00 127.71 3.02 0 12:14 0 12:08 1.08 36.0068 J-M-MRW-08-MH 4.48 0.00 135.81 10.43 0.00 1.35 127.92 2.54 0 12:11 0 00:00 0.00 0.0069 J-M-MRW-09-MH 4.48 0.00 135.92 9.94 0.00 3.56 128.15 2.17 0 12:11 0 00:00 0.00 0.0070 J-M-MRW-10-MH 4.47 2.66 136.00 9.41 0.00 2.92 128.40 1.81 0 12:11 0 00:00 0.00 0.0071 J-M-MRW-11-MH 3.91 0.00 136.03 8.69 0.00 0.85 128.76 1.42 0 12:11 0 00:00 0.00 0.0072 J-M-MRW-12-MH 3.91 1.17 136.08 7.86 0.00 4.89 129.26 1.04 0 12:11 0 00:00 0.00 0.0073 J-M-MRW-13-MH 3.86 0.00 136.07 7.37 0.00 3.72 129.57 0.87 0 12:11 0 00:00 0.00 0.0074 J-M-MRW-14-MH 4.74 4.74 136.07 7.09 0.00 3.11 129.77 0.79 0 12:11 0 00:00 0.00 0.0075 J-M-MRW-15-MH 4.21 0.00 135.77 6.26 0.00 2.08 130.06 0.55 0 12:11 0 00:00 0.00 0.0076 J-M-MRW-16-MH 4.21 0.00 135.46 5.38 0.00 1.24 130.48 0.40 0 12:11 0 00:00 0.00 0.0077 J-M-MRW-17-MH 4.21 0.00 135.15 4.42 0.00 0.39 131.00 0.27 0 12:11 0 00:00 0.00 0.0078 J-M-MRW-18-CB 4.21 0.00 134.31 3.38 0.00 1.04 131.22 0.29 0 12:34 0 00:00 0.00 0.0079 J-M-MRW-20-CB 3.88 0.00 137.07 4.24 0.00 0.93 136.83 4.00 0 12:12 0 00:00 0.00 0.0080 J-M-MRW-21-MH 3.90 0.00 169.43 0.49 0.00 5.91 169.02 0.08 0 12:12 0 00:00 0.00 0.0081 J-M-MRW-22-CB 3.91 3.91 172.82 1.90 0.00 2.31 171.04 0.12 0 12:11 0 00:00 0.00 0.00

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

82 J-M-NE-01-MH 5.84 0.00 96.36 2.90 0.00 3.36 93.98 0.52 0 13:18 0 00:00 0.00 0.0083 J-M-NE-02-MH 5.02 0.00 99.44 4.57 0.00 1.56 95.52 0.65 0 12:59 0 00:00 0.00 0.0084 J-M-NE-03-CB 11.40 7.25 102.15 6.40 0.43 0.00 96.57 0.82 0 13:01 0 12:13 0.91 105.0085 J-M-NE-04-MH 8.18 0.00 102.15 6.23 0.11 0.00 96.73 0.81 0 13:02 0 12:33 0.33 58.0086 J-M-NE-05-MH 8.41 0.00 102.82 6.02 0.00 0.43 97.52 0.72 0 12:14 0 00:00 0.00 0.0087 J-M-NE-06-MH 8.62 0.00 104.39 5.86 0.00 0.43 99.13 0.60 0 12:14 0 00:00 0.00 0.0088 J-M-NE-07-MH 8.70 0.00 105.55 5.82 0.00 0.43 100.30 0.57 0 12:13 0 00:00 0.00 0.0089 J-M-NE-08-MH 8.75 0.00 106.64 5.70 0.00 0.43 101.47 0.53 0 12:12 0 00:00 0.00 0.0090 J-M-NE-09-MH 8.81 0.00 107.74 5.66 0.00 0.43 102.58 0.50 0 12:12 0 00:00 0.00 0.0091 J-M-NE-10-MH 8.82 0.00 108.52 5.74 0.00 0.43 103.30 0.52 0 12:12 0 00:00 0.00 0.0092 J-M-NE-11-MH 8.85 4.06 109.28 5.94 0.00 0.43 103.89 0.55 0 12:12 0 00:00 0.00 0.0093 J-M-NE-12-MH 4.87 0.00 109.53 5.62 0.00 0.58 104.37 0.46 0 12:12 0 00:00 0.00 0.0094 J-M-NE-13-MH 10.46 7.83 114.32 6.63 0.03 0.00 108.09 0.40 0 12:26 0 12:16 0.13 23.0095 J-M-NE-14-MH 3.52 0.00 116.45 5.67 0.00 0.61 111.03 0.25 0 12:20 0 00:00 0.00 0.0096 J-M-NE-15-MH 3.66 0.00 117.61 5.34 0.00 0.87 112.50 0.23 0 12:18 0 00:00 0.00 0.0097 J-M-NE-16-MH 4.03 0.00 119.13 4.79 0.00 1.36 114.54 0.20 0 12:17 0 00:00 0.00 0.0098 J-M-NE-17-MH 4.53 0.00 120.42 4.47 0.00 1.64 116.13 0.18 0 12:15 0 00:00 0.00 0.0099 J-M-NE-18-MH 5.35 0.00 121.97 4.44 0.00 1.63 117.71 0.18 0 12:14 0 00:00 0.00 0.00

100 J-M-NE-19-MH 6.22 4.00 124.90 6.10 0.00 0.86 119.00 0.20 0 12:12 0 00:00 0.00 0.00101 J-M-NE-20-CB 3.02 0.00 125.09 6.13 0.00 0.61 119.14 0.18 0 12:12 0 00:00 0.00 0.00102 J-M-NE-21-MH 3.03 0.00 125.73 6.07 0.00 1.27 119.81 0.15 0 12:11 0 00:00 0.00 0.00103 J-M-NE-22-MH 3.03 0.00 126.73 6.41 0.00 4.47 120.46 0.14 0 12:11 0 00:00 0.00 0.00104 J-M-NE-23-CB 3.03 3.03 128.48 10.26 0.00 0.52 121.78 3.56 0 12:11 0 00:00 0.00 0.00105 J-M-O-02-MH 34.97 0.00 72.08 6.89 0.00 0.62 68.88 3.69 0 12:19 0 00:00 0.00 0.00106 J-M-O-03-MH 34.97 0.00 80.99 1.19 0.00 9.76 79.91 0.11 0 12:18 0 00:00 0.00 0.00107 J-M-WG-01-MH 6.14 0.00 116.78 5.38 0.00 0.49 111.89 0.49 0 12:13 0 00:00 0.00 0.00108 J-M-WG-02-MH 6.19 0.00 117.46 5.79 0.00 0.50 112.13 0.46 0 12:12 0 00:00 0.00 0.00109 J-M-WG-03-MH 6.34 0.00 120.33 6.14 0.00 0.52 114.48 0.29 0 12:12 0 00:00 0.00 0.00110 J-M-WG-04-MH 6.70 6.70 123.91 6.49 0.00 0.52 117.62 0.20 0 12:12 0 00:00 0.00 0.00111 J-M-WPD-01-MH 14.70 0.00 83.17 6.74 0.00 1.24 78.04 1.61 0 12:20 0 00:00 0.00 0.00112 J-M-WPD-02-MH 14.73 0.00 84.07 6.54 0.00 1.46 78.93 1.40 0 12:20 0 00:00 0.00 0.00113 J-M-WPD-03-MH 15.01 5.59 85.19 6.55 0.00 2.61 80.00 1.36 0 12:19 0 00:00 0.00 0.00114 J-M-WPD-04-MH 13.43 0.00 85.74 6.50 0.00 3.15 80.64 1.40 0 12:19 0 00:00 0.00 0.00115 J-M-WPD-05-MH 47.38 11.19 86.44 6.27 0.00 3.92 81.46 1.29 0 12:19 0 00:00 0.00 0.00116 J-M-WPD-06-MH 35.07 0.00 91.70 10.63 0.00 0.74 82.71 1.64 0 12:19 0 00:00 0.00 0.00117 J-M-WPD-07-MH 49.73 8.44 93.46 11.59 0.00 0.59 83.79 1.92 0 12:17 0 00:00 0.00 0.00118 J-M-WPD-08-MH 41.80 0.00 95.07 11.04 0.00 0.54 85.53 1.50 0 12:15 0 00:00 0.00 0.00119 J-M-WPD-09-MH 43.86 10.72 96.87 10.37 0.00 0.54 87.79 1.29 0 12:14 0 00:00 0.00 0.00120 J-M-WPD-10-MH 36.58 0.00 98.74 6.41 0.00 0.55 93.11 0.78 0 12:14 0 00:00 0.00 0.00121 J-M-WPD-11-MH 36.70 0.00 101.66 6.44 0.00 0.57 95.94 0.72 0 12:13 0 00:00 0.00 0.00122 J-M-WPD-12-MH 37.06 0.00 106.85 6.49 0.00 0.57 101.04 0.68 0 12:13 0 00:00 0.00 0.00123 J-M-WPD-13-MH 37.39 0.00 110.84 6.51 0.00 0.57 105.02 0.69 0 12:12 0 00:00 0.00 0.00124 J-M-WPD-14-MH 37.85 9.26 115.40 6.56 0.00 0.57 109.51 0.67 0 12:12 0 00:00 0.00 0.00125 J-M-WPD-15-MH 6.44 0.00 116.04 4.79 0.00 2.12 111.55 0.30 0 12:14 0 00:00 0.00 0.00126 J-M-WPD-16-MH 6.62 0.00 117.23 0.87 0.00 5.28 116.51 0.15 0 12:14 0 00:00 0.00 0.00127 J-M-WPD-17-MH 6.59 0.00 120.01 0.75 0.00 5.43 119.41 0.15 0 12:13 0 00:00 0.00 0.00128 J-M-WPD-18-MH 6.58 0.00 123.03 0.75 0.00 5.49 122.43 0.15 0 12:13 0 00:00 0.00 0.00129 J-M-WPD-19-CB 6.62 0.00 129.72 0.68 0.00 4.39 129.18 0.14 0 12:13 0 00:00 0.00 0.00130 J-M-WPD-20-CB 6.66 0.00 131.38 1.33 0.00 4.23 130.27 0.22 0 12:12 0 00:00 0.00 0.00131 J-M-WPD-21-MH 6.72 0.00 131.87 1.78 0.00 5.32 130.44 0.35 0 12:12 0 00:00 0.00 0.00132 J-M-WPD-22-CB 6.94 4.27 132.58 1.53 0.00 3.53 131.28 0.23 0 12:12 0 00:00 0.00 0.00133 J-M-WPD-23-CB 3.98 0.00 132.70 1.30 0.00 6.04 131.60 0.20 0 12:12 0 00:00 0.00 0.00134 J-M-WPD-24-I 8.22 0.00 140.22 0.59 0.00 0.91 139.76 0.13 0 12:21 0 00:00 0.00 0.00135 J-M-WPD-25-O 3.30 0.00 154.07 0.68 0.00 0.32 153.62 0.23 0 12:07 0 00:00 0.00 0.00136 J-M-WPD-26-CB 8.65 8.65 159.68 5.42 0.00 0.48 154.64 0.38 0 12:12 0 00:00 0.00 0.00

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Channel InputSN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial Flap

ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow GateElevation Offset Elevation Offset

(ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs)1 L-M-B-01-C 30.00 21.00 2.86 16.00 0.00 5.00 16.6700 Trapezoidal 2.000 20.000 0.0800 0.0000 0.0000 0.0000 0.00 No2 L-M-M-01-C 351.84 70.70 5.51 40.00 0.00 30.70 8.7300 Triangular 2.000 8.000 0.0350 0.0000 0.0000 0.0000 0.00 No3 L-M-MRW-20-D 25.00 137.00 4.17 134.00 3.00 3.00 12.0000 Rectangular 1.000 20.000 0.0320 0.0000 0.0000 0.0000 0.00 No4 L-M-WPD-24-C 326.79 153.39 0.00 139.63 0.00 13.76 4.2100 Triangular 1.000 4.000 0.0300 0.0000 0.0000 0.0000 0.00 No5 L-O-BBN-01-C 59.64 90.59 7.35 89.49 9.32 1.10 1.8400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No6 L-O-BBN-02-C 148.55 93.86 7.85 90.59 7.35 3.27 2.2000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No7 L-O-BBN-03-C 192.72 95.97 8.95 93.86 7.85 2.11 1.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No8 L-O-BBN-04-C 84.97 96.86 9.31 95.97 8.95 0.89 1.0500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No9 L-O-BBN-05-C 240.15 99.25 10.43 96.86 9.31 2.39 1.0000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

10 L-O-F-01-C 155.72 71.56 6.23 70.13 6.41 1.43 0.9200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No11 L-O-F-02-C 210.68 73.97 6.99 71.56 6.23 2.41 1.1400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No12 L-O-F-07-C 178.77 73.50 5.00 70.13 6.41 3.37 1.8900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No13 L-O-F-08-C 167.47 77.00 5.00 73.50 5.00 3.50 2.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No14 L-O-F-09-C 243.56 80.50 5.00 77.00 5.00 3.50 1.4400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No15 L-O-F-10-C 265.18 84.00 5.00 80.50 5.00 3.50 1.3200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No16 L-O-F-11-C 32.00 73.95 5.68 73.97 6.99 -0.02 -0.0600 Rectangular 0.620 50.000 0.0130 0.0000 0.0000 0.0000 0.00 No17 L-O-F-12-C 24.65 74.36 5.69 73.95 5.68 0.41 1.6600 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No18 L-O-F-13-C 19.50 74.40 5.48 74.36 5.69 0.04 0.2100 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No19 L-O-F-14-C 46.77 74.73 5.25 74.40 5.48 0.33 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No20 L-O-F-15-C 125.40 80.00 5.64 79.00 6.96 1.00 0.8000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No21 L-O-F-16-C 89.22 81.00 5.86 80.00 5.64 1.00 1.1200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No22 L-O-F-17-C 187.75 84.00 7.24 81.00 5.86 3.00 1.6000 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No23 L-O-F-18-C 95.31 79.50 7.06 79.00 6.96 0.50 0.5200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No24 L-O-GTN-01-C 111.25 95.66 5.85 94.91 4.60 0.75 0.6700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No25 L-O-GTS-01-C 84.75 91.87 7.86 91.27 6.78 0.60 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No26 L-O-GTS-02-C 51.85 91.53 6.28 91.27 6.78 0.26 0.5000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No27 L-O-HW-01-C 535.00 105.15 7.29 82.41 4.42 22.74 4.2500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No28 L-O-MRW-01-C 157.90 116.45 5.42 114.99 5.96 1.46 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No29 L-O-MRW-02-C 24.20 114.99 5.96 115.10 6.26 -0.11 -0.4500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No30 L-O-NE-01-C 20.59 101.42 5.50 101.10 5.35 0.32 1.5500 Rectangular 0.620 200.000 0.0130 0.0000 0.0000 0.0000 0.00 No31 L-O-NE-02-C 128.47 102.63 5.83 101.42 5.50 1.21 0.9400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No32 L-O-NE-03-C 160.18 104.20 5.67 102.63 5.83 1.57 0.9800 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No33 L-O-NE-04-C 109.25 105.36 5.63 104.20 5.67 1.16 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No34 L-O-NE-05-C 105.84 106.45 5.51 105.36 5.63 1.09 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No35 L-O-NE-06-C 106.34 107.55 5.47 106.45 5.51 1.10 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No36 L-O-NE-07-C 66.71 108.33 5.55 107.55 5.47 0.78 1.1700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No37 L-O-NE-08-C 71.90 109.09 5.75 108.33 5.55 0.76 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No38 L-O-NE-09-C 33.00 109.49 5.58 109.09 5.75 0.40 1.2100 Rectangular 0.620 100.000 0.0270 0.0000 0.0000 0.0000 0.00 No39 L-O-NE-10-C 240.65 116.44 5.66 113.67 5.98 2.77 1.1500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No40 L-O-NE-11-C 115.13 117.86 5.59 116.44 5.66 1.42 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No41 L-O-NE-12-C 165.49 119.87 5.53 117.86 5.59 2.01 1.2100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No42 L-O-NE-13-C 127.38 121.44 5.49 119.87 5.53 1.57 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No43 L-O-NE-14-C 130.95 122.98 5.45 121.44 5.49 1.54 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No44 L-O-NE-15-C 165.36 125.14 6.34 122.98 5.45 2.16 1.3100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No45 L-O-NE-16-C 18.67 125.14 6.34 125.08 6.12 0.06 0.3200 Rectangular 0.620 100.000 0.0130 0.0000 0.0000 0.0000 0.00 No46 L-O-WG-01-C 27.52 116.55 5.15 116.45 5.42 0.10 0.3600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No47 L-O-WG-02-C 36.55 117.34 5.67 116.55 5.15 0.79 2.1600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No48 L-O-WG-03-C 143.54 120.23 6.04 117.34 5.67 2.89 2.0100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No49 L-O-WG-04-C 175.82 123.81 6.39 120.23 6.04 3.58 2.0400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No50 L-O-WPD-01-C 126.67 83.54 7.11 82.41 4.42 1.13 0.8900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No51 L-O-WPD-02-C 111.35 84.66 7.13 83.54 7.11 1.12 1.0100 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No52 L-O-WPD-03-C 215.30 86.93 8.29 84.66 7.13 2.27 1.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No53 L-O-WPD-04-C 123.99 88.02 8.78 86.93 8.29 1.09 0.8800 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No54 L-O-WPD-05-C 183.52 89.49 9.32 88.02 8.78 1.47 0.8000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No55 L-O-WPD-06-C 173.05 91.57 10.50 89.49 9.32 2.08 1.2000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No56 L-O-WPD-07-C 155.60 93.18 11.31 91.57 10.50 1.61 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No57 L-O-WPD-08-C 151.73 94.74 10.71 93.18 11.31 1.56 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No58 L-O-WPD-09-C 173.85 96.54 10.04 94.74 10.71 1.80 1.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No59 L-O-WPD-10-C 114.44 98.42 6.09 96.54 10.04 1.88 1.6400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No60 L-O-WPD-11-C 143.32 101.36 6.14 98.42 6.09 2.94 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No61 L-O-WPD-12-C 270.73 106.55 6.19 101.36 6.14 5.19 1.9200 User-Defined 0.870 55.800 0.0320 0.5000 0.5000 0.0000 0.00 No62 L-O-WPD-13-C 195.06 110.54 6.21 106.55 6.19 3.99 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No63 L-O-WPD-14-C 223.08 115.10 6.26 110.54 6.21 4.56 2.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No64 L-O-WPD-15-C 129.57 117.29 6.04 115.10 6.26 2.19 1.6900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No65 L-O-WPD-16-C 420.85 159.54 5.28 139.63 0.00 19.91 4.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

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Channel ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-M-B-01-C 25.83 0 12:20 260.13 0.10 4.64 0.11 0.57 0.29 0.00 0.972 L-M-M-01-C 34.92 0 12:19 93.14 0.37 9.11 0.64 1.38 0.69 0.00 0.453 L-M-MRW-20-D 3.87 0 12:12 301.92 0.01 2.74 0.15 0.07 0.07 0.00 1.034 L-M-WPD-24-C 3.36 0 12:10 11.89 0.28 6.14 0.89 0.60 0.61 0.00 1.515 L-O-BBN-01-C 0.00 0 00:00 164.34 0.00 0.00 0.00 0.00 0.00 0.006 L-O-BBN-02-C 0.20 0 12:21 179.54 0.00 1.41 1.76 0.00 0.08 0.00 0.007 L-O-BBN-03-C 2.70 0 12:19 126.62 0.02 2.07 1.55 0.14 0.23 0.00 0.018 L-O-BBN-04-C 4.50 0 12:14 123.85 0.04 2.32 0.61 0.16 0.29 0.00 0.029 L-O-BBN-05-C 5.07 0 12:12 120.72 0.04 2.36 1.70 0.18 0.30 0.00 0.02

10 L-O-F-01-C 2.41 0 12:16 115.96 0.02 1.40 1.85 0.20 0.32 0.00 0.0111 L-O-F-02-C 0.00 0 00:00 129.43 0.00 0.00 0.07 0.12 0.00 0.0012 L-O-F-07-C 0.00 0 00:00 166.15 0.00 0.00 0.13 0.21 0.00 0.0013 L-O-F-08-C 0.00 0 00:00 174.94 0.00 0.00 0.00 0.00 0.00 0.0014 L-O-F-09-C 0.00 0 00:00 145.06 0.00 0.00 0.00 0.00 0.00 0.0015 L-O-F-10-C 0.00 0 00:00 139.02 0.00 0.00 0.00 0.00 0.00 0.0016 L-O-F-11-C 0.36 0 12:14 63.37 0.01 0.24 2.22 0.01 0.05 0.00 0.0017 L-O-F-12-C 0.26 0 12:13 200.29 0.00 0.15 2.74 0.01 0.04 0.00 0.0018 L-O-F-13-C 1.87 0 12:12 70.34 0.03 0.45 0.72 0.04 0.09 0.00 0.0019 L-O-F-14-C 1.49 0 12:12 101.65 0.01 1.52 0.51 0.13 0.20 0.00 0.0020 L-O-F-15-C 3.44 0 12:19 108.06 0.03 0.36 5.81 0.39 0.64 0.00 0.0021 L-O-F-16-C 1.92 0 12:17 128.11 0.02 1.50 0.99 0.15 0.24 0.00 0.0122 L-O-F-17-C 0.82 0 12:15 152.97 0.01 1.19 2.63 0.11 0.17 0.00 0.0023 L-O-F-18-C 12.21 0 12:18 87.65 0.14 1.16 1.37 0.61 0.98 0.00 0.0224 L-O-GTN-01-C 30.02 0 15:00 99.36 0.30 2.09 0.89 0.62 1.00 54.00 0.0025 L-O-GTS-01-C 12.73 0 14:33 101.82 0.13 0.86 1.64 0.62 1.00 132.00 0.0126 L-O-GTS-02-C 12.46 0 12:14 85.69 0.15 1.18 0.73 0.62 1.00 158.00 0.0127 L-O-HW-01-C 4.98 0 12:12 435.26 0.01 3.14 2.84 0.43 0.50 0.00 1.4528 L-O-MRW-01-C 15.95 0 12:12 116.36 0.14 2.48 1.06 0.42 0.68 0.00 0.0229 L-O-MRW-02-C 19.91 0 12:13 81.59 0.24 1.67 0.24 0.45 0.73 0.00 0.0230 L-O-NE-01-C 8.16 0 12:14 1279.53 0.01 0.10 3.43 0.62 1.00 58.00 0.0031 L-O-NE-02-C 5.26 0 12:14 117.44 0.04 1.15 1.86 0.39 0.63 0.00 0.0132 L-O-NE-03-C 4.97 0 12:14 119.80 0.04 2.29 1.17 0.17 0.30 0.00 0.0333 L-O-NE-04-C 5.22 0 12:13 124.69 0.04 2.43 0.75 0.18 0.30 0.00 0.0334 L-O-NE-05-C 5.38 0 12:12 122.80 0.04 2.42 0.73 0.19 0.31 0.00 0.0435 L-O-NE-06-C 5.42 0 12:12 123.08 0.04 2.43 0.73 0.19 0.31 0.00 0.0336 L-O-NE-07-C 5.53 0 12:12 130.85 0.04 2.54 0.44 0.19 0.30 0.00 0.0437 L-O-NE-08-C 5.64 0 12:12 124.41 0.05 2.48 0.48 0.19 0.31 0.00 0.0438 L-O-NE-09-C 2.77 0 12:12 270.92 0.01 0.39 1.41 0.12 0.19 0.00 0.0039 L-O-NE-10-C 0.00 0 12:20 129.83 0.00 0.00 0.31 0.51 0.00 0.0040 L-O-NE-11-C 0.00 0 00:00 134.39 0.00 0.00 0.00 0.01 0.00 0.0041 L-O-NE-12-C 0.00 0 00:00 133.36 0.00 0.00 0.00 0.00 0.00 0.0042 L-O-NE-13-C 0.00 0 00:00 134.35 0.00 0.00 0.00 0.00 0.00 0.0043 L-O-NE-14-C 0.00 0 00:00 131.23 0.00 0.00 0.00 0.00 0.00 0.0044 L-O-NE-15-C 0.00 0 00:00 138.31 0.00 0.00 0.00 0.00 0.00 0.0045 L-O-NE-16-C 0.00 0 00:00 289.73 0.00 0.00 0.00 0.01 0.00 0.0046 L-O-WG-01-C 5.25 0 12:13 72.95 0.07 1.26 0.36 0.25 0.42 0.00 0.0147 L-O-WG-02-C 2.51 0 12:12 177.91 0.01 1.31 0.47 0.17 0.28 0.00 0.0048 L-O-WG-03-C 1.34 0 12:12 171.71 0.01 1.74 1.37 0.10 0.18 0.00 0.0049 L-O-WG-04-C 1.34 0 12:12 172.68 0.01 2.20 1.33 0.10 0.16 0.00 0.0050 L-O-WPD-01-C 0.00 0 00:00 199.40 0.00 0.00 0.40 0.46 0.00 0.0051 L-O-WPD-02-C 0.00 0 00:00 211.74 0.00 0.00 0.00 0.00 0.00 0.0052 L-O-WPD-03-C 0.00 0 00:00 216.78 0.00 0.00 0.00 0.00 0.00 0.0053 L-O-WPD-04-C 0.00 0 00:00 197.95 0.00 0.00 0.00 0.00 0.00 0.0054 L-O-WPD-05-C 0.00 0 00:00 188.95 0.00 0.00 0.00 0.00 0.00 0.0055 L-O-WPD-06-C 1.92 0 12:19 231.46 0.01 2.03 1.42 0.12 0.15 0.00 0.0156 L-O-WPD-07-C 14.65 0 12:17 214.75 0.07 3.32 0.78 0.28 0.33 0.00 0.0257 L-O-WPD-08-C 22.57 0 12:15 214.07 0.11 3.92 0.65 0.32 0.38 0.00 0.0458 L-O-WPD-09-C 22.07 0 12:14 214.82 0.10 3.88 0.75 0.32 0.38 0.00 0.0459 L-O-WPD-10-C 25.66 0 12:14 270.59 0.09 4.68 0.41 0.31 0.37 0.00 0.0660 L-O-WPD-11-C 23.09 0 12:14 302.38 0.08 4.56 0.52 0.29 0.35 0.00 0.0661 L-O-WPD-12-C 22.14 0 12:13 292.31 0.08 4.65 0.97 0.28 0.34 0.00 0.0562 L-O-WPD-13-C 23.29 0 12:12 301.95 0.08 4.89 0.66 0.29 0.34 0.00 0.0663 L-O-WPD-14-C 23.06 0 12:12 301.84 0.08 4.87 0.76 0.29 0.34 0.00 0.0564 L-O-WPD-15-C 0.00 0 00:00 274.47 0.00 0.00 0.15 0.17 0.00 0.0065 L-O-WPD-16-C 4.88 0 12:12 263.21 0.02 0.77 9.11 0.34 0.54 0.00 0.00

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

1 L-L-WPD-01-P 126.67 77.99 0.00 77.48 1.05 0.51 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 12 L-M-B-02-P 192.00 19.58 0.00 18.14 0.00 1.44 0.7500 CIRCULAR 22.560 22.560 0.0120 0.0000 1.0000 0.0000 0.00 13 L-M-B-03-P 468.61 33.12 0.00 19.58 0.00 13.54 2.8900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 14 L-M-B-04-P 299.45 45.37 0.00 33.12 0.00 12.25 4.0900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 15 L-M-B-05-P 231.94 58.29 0.00 45.37 0.00 12.92 5.5700 CIRCULAR 22.560 22.560 0.0120 0.5000 0.0000 0.0000 0.00 16 L-M-B-06-P 96.00 61.67 0.00 58.43 0.14 3.24 3.3800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 17 L-M-BBC-01-P 105.34 74.36 0.00 73.09 1.05 1.27 1.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 18 L-M-BBC-02-P 89.22 75.14 0.00 74.42 0.06 0.72 0.8100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 19 L-M-BBC-03-P 187.75 76.76 0.00 75.25 0.11 1.51 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1

10 L-M-BBC-04-P 279.30 84.70 0.00 76.86 0.10 7.84 2.8100 CIRCULAR 12.000 12.000 0.0120 0.7000 0.8000 0.0000 0.00 111 L-M-BBN-01-P 59.64 83.24 0.00 83.00 2.83 0.24 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 112 L-M-BBN-02-P 148.55 86.01 0.00 83.29 0.05 2.72 1.8300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 113 L-M-BBN-03-P 192.72 87.02 0.00 86.05 0.04 0.97 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 114 L-M-BBN-04-P 84.97 87.55 0.00 87.17 0.15 0.38 0.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 115 L-M-BBN-05-P 240.15 88.82 0.00 87.62 0.07 1.20 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 116 L-M-F-01-P 32.00 68.27 0.00 67.01 0.03 1.26 3.9400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.7000 0.0000 0.00 117 L-M-F-02-P 24.65 68.67 0.00 68.35 0.08 0.32 1.3000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 118 L-M-F-03-P 19.50 68.92 0.00 68.77 0.10 0.15 0.7700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 119 L-M-F-04-P 46.77 69.48 0.00 69.02 0.10 0.46 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 120 L-M-F-05-P 165.27 68.50 0.00 63.77 0.05 4.73 2.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 121 L-M-F-06-P 154.55 72.00 0.00 68.50 0.00 3.50 2.2600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 122 L-M-F-07-P 225.62 75.50 0.00 72.00 0.00 3.50 1.5500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 123 L-M-F-08-P 235.53 79.00 0.00 75.50 0.00 3.50 1.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 124 L-M-GTN-01-P 78.25 87.82 0.00 87.51 1.01 0.31 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 125 L-M-GTN-02-P 75.03 88.17 0.00 87.87 0.05 0.30 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 126 L-M-GTN-03-P 174.55 88.92 0.00 88.22 0.05 0.70 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 127 L-M-GTN-04-P 210.09 89.81 0.00 88.97 0.05 0.84 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 128 L-M-GTN-05-P 111.25 90.31 0.00 89.86 0.05 0.45 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 129 L-M-GTN-06-P 225.10 92.16 0.00 90.36 0.05 1.80 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 130 L-M-GTN-07-P 118.17 93.15 0.00 92.21 0.05 0.94 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 131 L-M-GTN-08-P 121.86 93.46 0.00 93.20 0.05 0.26 0.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 132 L-M-GTS-01-P 244.86 84.01 0.00 82.78 0.91 1.23 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.9000 0.0000 0.00 133 L-M-GTS-02-P 84.75 84.49 0.00 84.09 0.08 0.40 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 134 L-M-GTS-03-P 51.85 85.25 0.00 84.99 0.50 0.26 0.5000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 135 L-M-GTS-04-P 280.32 87.54 0.00 85.30 0.05 2.24 0.8000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 136 L-M-GTS-05-P 140.88 88.86 0.00 87.59 0.05 1.27 0.9000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 137 L-M-GTS-06-P 47.21 89.30 0.00 88.91 0.05 0.39 0.8300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 138 L-M-GTS-07-P 159.01 90.98 0.00 89.43 0.13 1.55 0.9700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 139 L-M-GTS-08-P 245.39 91.76 0.00 91.03 0.05 0.73 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 140 L-M-GTS-09-P 73.73 92.03 0.00 91.81 0.05 0.22 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 141 L-M-GTS-10-P 92.35 92.36 0.00 92.08 0.05 0.28 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 142 L-M-GTS-12-P 192.36 93.05 0.00 92.41 0.05 0.64 0.3300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 143 L-M-GTS-13-P 81.34 93.34 0.00 93.10 0.05 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 144 L-M-GTS-14-P 23.31 93.46 0.00 93.39 0.05 0.07 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 145 L-M-M-01-P 230.09 62.92 0.00 61.77 0.10 1.15 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 146 L-M-M-02-P 150.92 63.72 0.00 62.97 0.05 0.75 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.8000 0.0000 0.00 147 L-M-M-03-P 155.72 65.33 0.00 63.77 0.05 1.56 1.0000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 148 L-M-M-04-P 210.68 66.98 0.00 65.38 0.05 1.60 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 149 L-M-M-05-P 83.68 67.65 0.00 67.01 0.03 0.64 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 150 L-M-M-06-P 151.88 68.39 0.00 67.86 0.21 0.53 0.3500 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 151 L-M-M-07-P 105.56 68.88 0.07 68.44 0.05 0.44 0.4200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 152 L-M-M-08-P 158.20 69.56 0.00 68.81 0.00 0.75 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 153 L-M-M-09-P 83.36 69.95 0.00 69.65 0.09 0.30 0.3600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 154 L-M-M-10-P 97.09 70.34 0.00 70.04 0.09 0.30 0.3100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 155 L-M-M-11-P 91.96 70.83 0.00 70.36 0.02 0.47 0.5100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 156 L-M-M-12-P 290.47 72.04 0.00 70.88 0.05 1.16 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 157 L-M-M-13-P 86.54 72.44 0.00 72.09 0.05 0.35 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 158 L-M-M-14-P 215.13 73.78 0.00 72.49 0.05 1.29 0.6000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 159 L-M-M-15-P 195.09 75.39 0.00 73.83 0.05 1.56 0.8000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 160 L-M-M-16-P 83.48 75.86 0.00 75.44 0.05 0.42 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 161 L-M-M-17-P 103.76 76.43 0.00 75.91 0.05 0.52 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 162 L-M-MRW-01-P 24.20 109.19 0.16 109.03 0.19 0.16 0.6600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 163 L-M-MRW-02-P 157.90 111.03 0.00 109.29 0.26 1.74 1.1000 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 164 L-M-MRW-03-P 185.40 112.75 0.00 111.24 0.21 1.51 0.8100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 165 L-M-MRW-04-P 179.40 120.68 0.00 112.85 0.10 7.83 4.3600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 166 L-M-MRW-05-P 219.90 122.32 0.00 120.79 0.11 1.53 0.7000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 167 L-M-MRW-06A-P 219.20 123.99 0.00 122.41 0.09 1.58 0.7200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 168 L-M-MRW-07-P 208.61 124.69 0.00 124.07 0.08 0.62 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 169 L-M-MRW-08-P 212.40 125.38 0.00 124.75 0.06 0.63 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 170 L-M-MRW-09-P 190.50 125.99 0.01 125.38 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 171 L-M-MRW-10-P 190.50 126.59 0.00 125.98 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 172 L-M-MRW-11-P 210.00 127.34 0.00 126.64 0.05 0.70 0.3300 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 173 L-M-MRW-12-P 298.70 128.22 0.00 127.39 0.05 0.83 0.2800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 174 L-M-MRW-13-P 143.60 128.70 0.00 128.24 0.02 0.46 0.3200 CIRCULAR 18.000 18.000 0.0120 0.5000 1.0000 0.0000 0.00 175 L-M-MRW-14-P 80.60 128.98 0.00 128.74 0.04 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.8000 0.0000 0.00 176 L-M-MRW-15-P 159.20 129.51 0.00 129.04 0.06 0.47 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 177 L-M-MRW-16-P 179.80 130.08 0.00 129.56 0.05 0.52 0.2900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 178 L-M-MRW-17-P 190.00 130.73 0.00 130.14 0.06 0.59 0.3100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 179 L-M-MRW-18-P 62.00 130.93 0.00 130.76 0.03 0.17 0.2700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 180 L-M-MRW-19-P 29.80 131.08 0.08 131.01 0.08 0.07 0.2300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

Baseline Model - 10-Year Event

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

81 L-M-MRW-21-P 204.87 168.94 0.00 132.83 0.00 36.11 17.6300 CIRCULAR 12.000 12.000 0.0240 0.5000 1.0000 0.0000 0.00 182 L-M-MRW-22-P 62.59 170.92 0.00 169.04 0.10 1.88 3.0000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.5000 0.0000 0.00 183 L-M-NE-01-P 148.00 94.87 0.00 93.59 0.13 1.28 0.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 184 L-M-NE-02-P 135.00 95.75 0.00 94.92 0.05 0.83 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 185 L-M-NE-03-P 13.07 95.92 0.00 95.85 0.10 0.07 0.5400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 186 L-M-NE-04-P 128.47 96.80 0.00 96.02 0.10 0.78 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 187 L-M-NE-05-P 160.18 98.53 0.00 96.90 0.10 1.63 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 188 L-M-NE-06-P 109.25 99.73 0.00 98.62 0.09 1.11 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 189 L-M-NE-07-P 105.84 100.94 0.00 99.82 0.09 1.12 1.0600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 190 L-M-NE-08-P 106.34 102.08 0.00 101.04 0.10 1.04 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 191 L-M-NE-09-P 66.71 102.78 0.00 102.18 0.10 0.60 0.9000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 192 L-M-NE-10-P 71.90 103.34 0.00 102.88 0.10 0.46 0.6400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 193 L-M-NE-11-P 33.00 103.91 0.00 103.44 0.10 0.47 1.4200 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 194 L-M-NE-12-P 263.07 107.69 0.00 104.01 0.10 3.68 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 195 L-M-NE-13-P 216.36 110.78 0.00 107.75 0.06 3.03 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 196 L-M-NE-14-P 99.40 112.27 0.00 110.88 0.10 1.39 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 197 L-M-NE-15-P 140.42 114.34 0.00 112.37 0.10 1.97 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 198 L-M-NE-16-P 107.98 115.95 0.00 114.44 0.10 1.51 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 199 L-M-NE-17-P 105.84 117.53 0.00 116.05 0.10 1.48 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

100 L-M-NE-18-P 145.42 118.80 0.00 117.63 0.10 1.17 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1101 L-M-NE-19-P 13.07 118.96 0.00 118.90 0.10 0.06 0.4600 CIRCULAR 12.000 12.000 0.0120 0.7000 0.9000 0.0000 0.00 1102 L-M-NE-20-P 119.59 119.66 0.00 119.06 0.10 0.60 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1103 L-M-NE-21-P 112.30 120.32 0.00 119.76 0.10 0.56 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 1104 L-M-NE-22-P 246.00 121.65 3.43 120.42 0.10 1.23 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1105 L-M-O-02-P 97.80 79.80 0.00 65.19 0.00 14.61 14.9400 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1106 L-M-O-03-P 56.61 82.10 1.93 81.23 1.43 0.87 1.5400 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1107 L-M-WG-01-P 27.52 111.40 0.00 111.26 0.23 0.14 0.5100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 1108 L-M-WG-02-P 36.55 111.67 0.00 111.49 0.09 0.18 0.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1109 L-M-WG-03-P 143.54 114.19 0.00 111.77 0.10 2.42 1.6900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1110 L-M-WG-04-P 175.82 117.42 0.00 114.29 0.10 3.13 1.7800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1111 L-M-WPD-01-P 111.35 77.53 0.00 76.53 0.10 1.00 0.9000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1112 L-M-WPD-02-P 215.30 78.64 0.00 77.57 0.04 1.07 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 1113 L-M-WPD-03-P 106.13 79.24 0.00 78.72 0.08 0.52 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 1114 L-M-WPD-04-P 172.44 80.17 0.00 79.28 0.04 0.89 0.5200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1115 L-M-WPD-05-P 173.05 81.07 0.00 80.27 0.10 0.80 0.4600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1116 L-M-WPD-06-P 155.60 81.87 0.00 81.11 0.04 0.76 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1117 L-M-WPD-07-P 151.73 84.03 0.00 82.19 0.32 1.84 1.2100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1118 L-M-WPD-08-P 173.85 86.50 0.00 84.09 0.06 2.41 1.3900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1119 L-M-WPD-09-P 114.44 92.33 0.00 90.06 3.56 2.27 1.9800 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1120 L-M-WPD-10-P 143.32 95.22 0.00 92.37 0.04 2.85 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1121 L-M-WPD-11-P 253.06 100.36 0.00 95.29 0.07 5.07 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1122 L-M-WPD-12-P 195.06 104.33 0.00 100.44 0.08 3.89 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1123 L-M-WPD-13-P 223.08 108.84 0.00 104.38 0.05 4.46 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1124 L-M-WPD-14-P 115.42 111.25 0.00 108.95 0.11 2.30 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1125 L-M-WPD-15-P 251.54 116.36 0.00 111.31 0.06 5.05 2.0100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1126 L-M-WPD-16-P 143.28 119.26 0.00 116.45 0.09 2.81 1.9600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1127 L-M-WPD-17-P 153.77 122.28 0.00 119.31 0.05 2.97 1.9300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1128 L-M-WPD-18-P 261.40 129.04 0.00 122.41 0.13 6.63 2.5400 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1129 L-M-WPD-19-P 98.04 130.05 0.00 129.58 0.54 0.47 0.4800 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1130 L-M-WPD-20-P 67.15 130.09 0.00 130.07 0.02 0.02 0.0300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 1131 L-M-WPD-21-P 143.68 131.05 0.00 130.45 0.36 0.60 0.4200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1132 L-M-WPD-22-P 70.39 131.40 0.00 131.14 0.09 0.26 0.3700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1133 L-M-WPD-23-P 60.69 139.63 0.00 136.00 4.60 3.63 5.9800 CIRCULAR 18.000 18.000 0.0240 0.5000 0.8000 0.0000 0.00 1134 L-M-WPD-25-P 173.48 154.26 0.00 153.39 0.00 0.87 0.5000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.0000 0.0000 0.00 1

Baseline Model - 10-Year Event

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-L-WPD-01-P 2.58 0 12:00 2.45 1.06 3.29 0.64 1.00 1.00 286.00 0.58 SURCHARGED2 L-M-B-02-P 25.83 0 12:20 18.08 1.43 9.27 0.35 1.88 1.00 1085.00 0.02 SURCHARGED3 L-M-B-03-P 25.83 0 12:20 35.49 0.73 10.27 0.76 1.59 0.85 0.00 0.70 Calculated4 L-M-B-04-P 25.83 0 12:19 42.23 0.61 14.44 0.35 1.19 0.63 0.00 2.66 Calculated5 L-M-B-05-P 25.83 0 12:19 49.28 0.52 16.36 0.24 1.04 0.55 0.00 3.09 Calculated6 L-M-B-06-P 25.83 0 12:18 45.02 0.57 12.19 0.13 1.28 0.64 0.00 2.30 Calculated7 L-M-BBC-01-P 2.34 0 12:08 4.24 0.55 2.98 0.59 1.00 1.00 287.00 0.81 SURCHARGED8 L-M-BBC-02-P 3.38 0 12:09 3.47 0.97 4.30 0.35 1.00 1.00 232.00 0.80 SURCHARGED9 L-M-BBC-03-P 4.43 0 12:11 3.46 1.28 5.64 0.55 1.00 1.00 151.00 0.87 SURCHARGED

10 L-M-BBC-04-P 5.74 0 12:07 6.47 0.89 7.30 0.64 1.00 1.00 21.00 1.75 SURCHARGED11 L-M-BBN-01-P 6.33 0 12:22 2.45 2.59 8.06 0.12 1.00 1.00 118.00 0.66 SURCHARGED12 L-M-BBN-02-P 6.19 0 12:24 5.22 1.19 7.89 0.31 1.00 1.00 56.00 1.09 SURCHARGED13 L-M-BBN-03-P 5.88 0 12:13 2.74 2.15 7.49 0.43 1.00 1.00 55.00 0.82 SURCHARGED14 L-M-BBN-04-P 6.29 0 12:12 2.58 2.44 8.01 0.18 1.00 1.00 67.00 0.75 SURCHARGED15 L-M-BBN-05-P 6.03 0 12:08 2.73 2.21 7.68 0.52 1.00 1.00 72.00 0.80 SURCHARGED16 L-M-F-01-P 2.68 0 12:19 7.66 0.35 3.41 0.16 1.00 1.00 156.00 0.09 SURCHARGED17 L-M-F-02-P 3.06 0 12:12 4.40 0.70 3.90 0.11 1.00 1.00 147.00 1.09 SURCHARGED18 L-M-F-03-P 2.90 0 12:09 3.39 0.86 3.69 0.09 1.00 1.00 141.00 0.83 SURCHARGED19 L-M-F-04-P 3.18 0 12:09 3.83 0.83 4.04 0.19 1.00 1.00 97.00 1.00 SURCHARGED20 L-M-F-05-P 2.78 0 12:14 6.53 0.43 3.55 0.78 1.00 1.00 26.00 0.08 SURCHARGED21 L-M-F-06-P 2.96 0 12:13 5.81 0.51 5.87 0.44 0.79 0.83 0.00 1.74 Calculated22 L-M-F-07-P 3.19 0 12:12 4.81 0.66 6.40 0.59 0.60 0.64 0.00 1.49 Calculated23 L-M-F-08-P 3.22 0 12:12 4.71 0.68 6.07 0.65 0.64 0.64 0.00 1.38 Calculated24 L-M-GTN-01-P 3.53 0 15:07 2.43 1.45 4.74 0.28 1.00 1.00 196.00 0.64 SURCHARGED25 L-M-GTN-02-P 3.53 0 15:06 2.44 1.45 4.50 0.28 1.00 1.00 208.00 0.61 SURCHARGED26 L-M-GTN-03-P 3.53 0 15:06 2.44 1.45 4.50 0.65 1.00 1.00 208.00 0.66 SURCHARGED27 L-M-GTN-04-P 3.53 0 15:06 2.44 1.45 4.50 0.78 1.00 1.00 207.00 0.68 SURCHARGED28 L-M-GTN-05-P 6.85 0 15:00 2.45 2.79 8.73 0.21 1.00 1.00 208.00 0.66 SURCHARGED29 L-M-GTN-06-P 1.88 0 14:32 3.45 0.55 2.53 1.48 1.00 1.00 199.00 0.65 SURCHARGED30 L-M-GTN-07-P 1.88 0 14:32 3.44 0.55 4.04 0.49 1.00 1.00 196.00 0.93 SURCHARGED31 L-M-GTN-08-P 1.88 0 14:32 1.78 1.06 2.93 0.69 1.00 1.00 179.00 0.55 SURCHARGED32 L-M-GTS-01-P 14.73 0 15:01 17.37 0.85 4.69 0.87 2.00 1.00 207.00 0.76 SURCHARGED33 L-M-GTS-02-P 14.19 0 14:59 16.84 0.84 4.52 0.31 2.00 1.00 202.00 0.74 SURCHARGED34 L-M-GTS-03-P 8.88 0 15:02 8.06 1.10 5.03 0.17 1.50 1.00 200.00 0.73 SURCHARGED35 L-M-GTS-04-P 5.84 0 15:04 10.17 0.57 3.98 1.17 1.50 1.00 185.00 0.96 SURCHARGED36 L-M-GTS-05-P 5.84 0 15:04 10.80 0.54 4.98 0.47 1.50 1.00 181.00 1.06 SURCHARGED37 L-M-GTS-06-P 5.84 0 15:04 10.34 0.56 4.63 0.17 1.50 1.00 180.00 0.96 SURCHARGED38 L-M-GTS-07-P 5.83 0 15:04 11.24 0.52 5.05 0.52 1.50 1.00 176.00 1.11 SURCHARGED39 L-M-GTS-08-P 5.33 0 12:06 6.21 0.86 3.86 1.06 1.50 1.00 167.00 0.68 SURCHARGED40 L-M-GTS-09-P 5.51 0 12:06 6.22 0.89 3.52 0.35 1.50 1.00 161.00 0.65 SURCHARGED41 L-M-GTS-10-P 5.56 0 12:06 6.27 0.89 3.29 0.47 1.50 1.00 153.00 0.64 SURCHARGED42 L-M-GTS-12-P 5.68 0 12:07 6.56 0.87 3.49 0.92 1.50 1.00 139.00 0.69 SURCHARGED43 L-M-GTS-13-P 5.79 0 12:07 6.18 0.94 3.51 0.39 1.50 1.00 137.00 0.66 SURCHARGED44 L-M-GTS-14-P 5.82 0 12:07 6.24 0.93 3.32 0.12 1.50 1.00 137.00 0.62 SURCHARGED45 L-M-M-01-P 25.83 0 12:18 17.33 1.49 8.41 0.46 1.89 0.94 0.00 0.89 > CAPACITY46 L-M-M-02-P 25.83 0 12:18 17.28 1.50 8.22 0.31 2.00 1.00 176.00 0.69 SURCHARGED47 L-M-M-03-P 19.15 0 12:28 24.53 0.78 6.10 0.43 2.00 1.00 192.00 0.80 SURCHARGED48 L-M-M-04-P 20.07 0 12:12 21.36 0.94 6.39 0.55 2.00 1.00 166.00 1.00 SURCHARGED49 L-M-M-05-P 17.32 0 14:00 21.43 0.81 5.52 0.25 2.00 1.00 165.00 0.86 SURCHARGED50 L-M-M-06-P 17.32 0 14:00 14.48 1.20 5.51 0.46 2.00 1.00 163.00 0.67 SURCHARGED51 L-M-M-07-P 17.32 0 14:02 15.82 1.09 5.51 0.32 2.00 1.00 275.00 0.55 SURCHARGED52 L-M-M-08-P 17.32 0 14:02 16.87 1.03 5.51 0.48 2.00 1.00 333.00 0.44 SURCHARGED53 L-M-M-09-P 17.19 0 14:11 14.70 1.17 5.47 0.25 2.00 1.00 324.00 0.53 SURCHARGED54 L-M-M-10-P 17.19 0 14:11 13.62 1.26 5.47 0.30 2.00 1.00 338.00 0.46 SURCHARGED55 L-M-M-11-P 17.19 0 14:11 17.52 0.98 5.47 0.28 2.00 1.00 360.00 0.47 SURCHARGED56 L-M-M-12-P 17.09 0 14:11 15.49 1.10 5.44 0.89 2.00 1.00 345.00 0.56 SURCHARGED57 L-M-M-13-P 14.30 0 14:46 15.59 0.92 4.55 0.32 2.00 1.00 343.00 0.51 SURCHARGED58 L-M-M-14-P 14.28 0 14:51 18.98 0.75 4.55 0.79 2.00 1.00 329.00 0.61 SURCHARGED59 L-M-M-15-P 14.28 0 14:51 21.92 0.65 5.85 0.56 2.00 1.00 296.00 0.87 SURCHARGED60 L-M-M-16-P 14.28 0 14:51 17.38 0.82 5.17 0.27 2.00 1.00 294.00 0.69 SURCHARGED61 L-M-M-17-P 14.28 0 14:51 17.35 0.82 4.55 0.38 2.00 1.00 295.00 0.61 SURCHARGED62 L-M-MRW-01-P 13.45 0 12:04 9.25 1.45 7.61 0.05 1.50 1.00 103.00 0.78 SURCHARGED63 L-M-MRW-02-P 12.98 0 12:02 11.95 1.09 7.35 0.36 1.50 1.00 111.00 1.00 SURCHARGED64 L-M-MRW-03-P 15.14 0 12:20 10.27 1.47 8.57 0.36 1.50 1.00 105.00 1.08 SURCHARGED65 L-M-MRW-04-P 15.14 0 12:21 23.77 0.64 8.57 0.35 1.50 1.00 56.00 2.09 SURCHARGED66 L-M-MRW-05-P 15.14 0 12:20 9.49 1.60 8.57 0.43 1.50 1.00 56.00 1.03 SURCHARGED67 L-M-MRW-06A-P 15.14 0 12:21 9.66 1.57 8.57 0.43 1.50 1.00 67.00 1.04 SURCHARGED68 L-M-MRW-07-P 8.64 0 12:35 13.36 0.65 2.75 1.26 2.00 1.00 919.00 0.04 SURCHARGED69 L-M-MRW-08-P 4.48 0 12:12 13.35 0.34 1.81 1.96 2.00 1.00 785.00 0.15 SURCHARGED70 L-M-MRW-09-P 4.48 0 12:12 13.87 0.32 1.91 1.66 2.00 1.00 690.00 0.18 SURCHARGED71 L-M-MRW-10-P 4.48 0 12:11 13.87 0.32 1.93 1.65 2.00 1.00 602.00 0.22 SURCHARGED72 L-M-MRW-11-P 3.91 0 12:59 14.15 0.28 1.92 1.82 2.00 1.00 492.00 0.31 SURCHARGED73 L-M-MRW-12-P 3.91 0 12:59 12.92 0.30 1.88 2.65 2.00 1.00 391.00 0.35 SURCHARGED74 L-M-MRW-13-P 3.86 0 12:59 6.44 0.60 2.18 1.10 1.50 1.00 394.00 0.41 SURCHARGED75 L-M-MRW-14-P 3.86 0 12:59 6.21 0.62 2.18 0.62 1.50 1.00 357.00 0.44 SURCHARGED76 L-M-MRW-15-P 4.21 0 12:07 6.18 0.68 2.38 1.11 1.50 1.00 180.00 0.12 SURCHARGED77 L-M-MRW-16-P 4.21 0 12:07 6.12 0.69 2.38 1.26 1.50 1.00 162.00 0.20 SURCHARGED78 L-M-MRW-17-P 4.21 0 12:07 6.34 0.66 2.38 1.33 1.50 1.00 126.00 0.23 SURCHARGED79 L-M-MRW-18-P 4.21 0 12:07 2.02 2.09 5.37 0.19 1.00 1.00 157.00 0.29 SURCHARGED80 L-M-MRW-19-P 4.22 0 12:07 1.87 2.25 5.37 0.09 1.00 1.00 160.00 0.27 SURCHARGED81 L-M-MRW-21-P 3.88 0 12:12 8.10 0.48 6.20 0.55 0.74 0.74 0.00 0.08 Calculated

Baseline Model - 10-Year Event

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

82 L-M-MRW-22-P 3.90 0 12:11 3.34 1.17 5.17 0.20 0.92 0.92 0.00 0.98 > CAPACITY83 L-M-NE-01-P 5.02 0 12:07 3.59 1.40 6.40 0.39 1.00 1.00 142.00 0.98 SURCHARGED84 L-M-NE-02-P 5.02 0 12:07 3.03 1.66 6.40 0.35 1.00 1.00 153.00 0.84 SURCHARGED85 L-M-NE-03-P 3.00 0 14:11 2.82 1.06 3.82 0.06 1.00 1.00 159.00 0.67 SURCHARGED86 L-M-NE-04-P 3.06 0 12:09 3.01 1.02 3.90 0.55 1.00 1.00 153.00 0.81 SURCHARGED87 L-M-NE-05-P 3.47 0 12:11 3.89 0.89 4.52 0.59 1.00 1.00 144.00 1.11 SURCHARGED88 L-M-NE-06-P 3.60 0 12:09 3.89 0.92 4.92 0.37 1.00 1.00 140.00 1.10 SURCHARGED89 L-M-NE-07-P 3.77 0 12:08 3.97 0.95 5.02 0.35 1.00 1.00 135.00 1.12 SURCHARGED90 L-M-NE-08-P 3.96 0 12:07 3.82 1.04 5.04 0.35 1.00 1.00 110.00 1.09 SURCHARGED91 L-M-NE-09-P 4.22 0 12:04 3.66 1.15 5.37 0.21 1.00 1.00 104.00 1.03 SURCHARGED92 L-M-NE-10-P 4.63 0 12:04 3.09 1.50 5.90 0.20 1.00 1.00 102.00 0.87 SURCHARGED93 L-M-NE-11-P 2.77 0 12:00 4.61 0.60 3.53 0.16 1.00 1.00 97.00 1.05 SURCHARGED94 L-M-NE-12-P 4.87 0 12:26 4.57 1.07 6.21 0.71 1.00 1.00 70.00 1.38 SURCHARGED95 L-M-NE-13-P 3.42 0 12:17 4.57 0.75 4.36 0.83 1.00 1.00 53.00 1.10 SURCHARGED96 L-M-NE-14-P 3.52 0 12:18 4.56 0.77 5.20 0.32 1.00 1.00 49.00 1.34 SURCHARGED97 L-M-NE-15-P 3.66 0 12:14 4.57 0.80 5.61 0.42 1.00 1.00 32.00 1.36 SURCHARGED98 L-M-NE-16-P 4.03 0 12:13 4.56 0.88 5.72 0.31 1.00 1.00 26.00 1.36 SURCHARGED99 L-M-NE-17-P 4.53 0 12:12 4.56 0.99 5.78 0.31 1.00 1.00 23.00 1.36 SURCHARGED

100 L-M-NE-18-P 5.35 0 12:12 3.46 1.55 6.82 0.36 1.00 1.00 21.00 1.05 SURCHARGED101 L-M-NE-19-P 2.23 0 12:09 2.62 0.85 2.84 0.08 1.00 1.00 23.00 0.68 SURCHARGED102 L-M-NE-20-P 3.02 0 12:11 2.73 1.11 3.85 0.52 1.00 1.00 19.00 0.82 SURCHARGED103 L-M-NE-21-P 3.03 0 12:11 2.73 1.11 3.85 0.49 1.00 1.00 16.00 0.81 SURCHARGED104 L-M-NE-22-P 3.03 0 12:11 2.73 1.11 3.86 1.06 1.00 1.00 11.00 0.83 SURCHARGED105 L-M-O-02-P 34.97 0 12:18 94.72 0.37 13.02 0.13 1.59 0.80 0.00 0.21 Calculated106 L-M-O-03-P 34.97 0 12:18 30.38 1.15 11.19 0.08 1.96 1.00 0.00 0.24 SURCHARGED107 L-M-WG-01-P 1.47 0 11:56 2.75 0.54 2.15 0.21 1.00 1.00 114.00 0.63 SURCHARGED108 L-M-WG-02-P 3.63 0 12:12 2.71 1.34 4.62 0.13 1.00 1.00 111.00 0.71 SURCHARGED109 L-M-WG-03-P 4.86 0 12:12 5.01 0.97 6.19 0.39 1.00 1.00 92.00 1.39 SURCHARGED110 L-M-WG-04-P 5.18 0 12:09 5.15 1.01 6.60 0.44 1.00 1.00 24.00 1.50 SURCHARGED111 L-M-WPD-01-P 14.70 0 12:19 23.22 0.63 4.72 0.39 2.00 1.00 288.00 0.72 SURCHARGED112 L-M-WPD-02-P 14.73 0 12:19 17.28 0.85 5.12 0.70 2.00 1.00 282.00 0.74 SURCHARGED113 L-M-WPD-03-P 13.40 0 14:51 17.15 0.78 4.72 0.37 2.00 1.00 281.00 0.68 SURCHARGED114 L-M-WPD-04-P 13.43 0 10:47 17.61 0.76 4.61 0.62 2.00 1.00 278.00 0.66 SURCHARGED115 L-M-WPD-05-P 32.71 0 12:16 16.66 1.96 10.41 0.28 2.00 1.00 271.00 0.66 SURCHARGED116 L-M-WPD-06-P 29.68 0 13:01 17.13 1.73 9.45 0.27 2.00 1.00 266.00 0.67 SURCHARGED117 L-M-WPD-07-P 23.15 0 12:11 26.99 0.86 7.37 0.34 2.00 1.00 217.00 1.08 SURCHARGED118 L-M-WPD-08-P 22.22 0 12:10 28.86 0.77 7.58 0.38 2.00 1.00 196.00 1.32 SURCHARGED119 L-M-WPD-09-P 13.75 0 13:25 16.03 0.86 8.16 0.23 1.50 1.00 145.00 1.51 SURCHARGED120 L-M-WPD-10-P 13.65 0 13:27 16.05 0.85 7.96 0.30 1.50 1.00 119.00 1.57 SURCHARGED121 L-M-WPD-11-P 15.05 0 12:09 16.11 0.93 8.87 0.48 1.50 1.00 109.00 1.71 SURCHARGED122 L-M-WPD-12-P 16.18 0 12:07 16.07 1.01 9.15 0.36 1.50 1.00 106.00 1.68 SURCHARGED123 L-M-WPD-13-P 16.60 0 12:06 16.09 1.03 9.39 0.40 1.50 1.00 104.00 1.71 SURCHARGED124 L-M-WPD-14-P 6.42 0 12:15 16.06 0.40 3.63 0.53 1.50 1.00 86.00 0.72 SURCHARGED125 L-M-WPD-15-P 6.44 0 12:14 16.12 0.40 5.61 0.75 1.12 0.79 0.00 1.67 Calculated126 L-M-WPD-16-P 6.62 0 12:13 15.94 0.42 7.74 0.31 0.67 0.50 0.00 1.71 Calculated127 L-M-WPD-17-P 6.59 0 12:13 15.82 0.42 7.76 0.33 0.69 0.49 0.00 1.70 Calculated128 L-M-WPD-18-P 6.58 0 12:13 18.12 0.36 8.95 0.49 0.63 0.43 0.00 1.95 Calculated129 L-M-WPD-19-P 6.62 0 12:12 7.88 0.84 4.51 0.36 1.13 0.77 0.00 0.86 Calculated130 L-M-WPD-20-P 6.66 0 12:12 1.96 3.39 3.88 0.29 1.38 0.94 0.00 0.50 > CAPACITY131 L-M-WPD-21-P 6.72 0 12:12 7.35 0.91 3.84 0.62 1.44 0.97 0.00 0.83 Calculated132 L-M-WPD-22-P 3.99 0 12:21 6.92 0.58 3.17 0.37 1.33 0.91 0.00 0.77 Calculated133 L-M-WPD-23-P 3.98 0 12:21 13.92 0.29 6.44 0.16 0.57 0.38 0.00 1.49 Calculated134 L-M-WPD-25-P 3.30 0 12:08 1.37 2.41 4.74 0.61 0.84 0.84 0.00 0.46 > CAPACITY

Baseline Model - 10-Year Event

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Storage Nodes

Storage Node : ST-M-HW-01-CH

Input Data

97.86106.028.1697.860.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Heather Woods Chambers

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0.000 252.4500 0.0000.083 252.4500 20.950.167 252.4500 42.160.250 252.4500 63.110.333 252.4500 84.060.417 252.4500 105.270.500 252.4500 126.220.583 252.4500 147.170.667 252.4500 168.380.750 252.4500 189.330.833 252.4500 210.280.917 252.4500 231.491.000 252.450 252.441.001 522.7500 252.831.167 521.5288 339.511.250 518.9222 382.691.333 516.0818 425.641.417 513.3819 468.881.500 510.0913 511.351.583 506.4254 553.541.667 502.7569 595.931.750 498.4643 637.481.833 494.1899 678.681.917 489.1722 719.982.000 484.1642 760.372.083 479.5020 800.362.167 473.1143 840.372.250 467.0084 879.392.333 460.4705 917.882.417 453.4651 956.272.500 446.1268 993.602.583 439.0766 1030.342.667 430.4318 1066.862.750 418.3034 1102.082.833 407.3668 1136.352.917 396.9421 1170.133.000 383.9705 1202.543.083 368.8122 1233.783.167 350.5797 1263.993.250 326.3752 1292.083.333 286.9598 1317.533.417 272.3913 1341.023.500 258.5700 1363.053.583 252.4500 1384.263.667 252.4500 1405.473.750 252.4500 1426.423.833 252.4500 1447.373.917 252.4500 1468.584.000 252.4500 1489.534.001 0 1489.668.16 0 1489.66

Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................

Baseline Model - 10-Year Event

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Baseline Model - 10-Year Event

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Storage Node : ST-M-HW-01-CH (continued)

Output Summary Results

5.055.054.981.75105.307.44103.916.050 12:124.062000.00

Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................

Peak Inflow (cfs) .......................................................Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................

Baseline Model - 10-Year Event

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Storage Node : ST-M-MRW-19-PD

Input Data

131.00136.005.00131.000.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Park Way Circle Pond

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 129 0.0001 641 385.002 5079 3245.003 19943 15756.004 29298 40376.505 42218 76134.50

Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................

Baseline Model - 10-Year Event

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Baseline Model - 10-Year Event

Appendix B Page 24 of 157

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Storage Node : ST-M-MRW-19-PD (continued)

Output Summary Results

10.173.003.3667.79134.033.03131.330.330 12:5615.249000.00

Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................

Peak Inflow (cfs) .......................................................

Baseline Model - 10-Year Event

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Project DescriptionBaseline-100yr.SPF

Project OptionsCFSElevationEPA SWMMHortonHydrodynamicYESYES

Analysis OptionsJan 01, 2018 00:00:00Jan 03, 2018 00:00:00Jan 01, 2018 00:00:000 days0 01:00:00 days hh:mm:ss0 00:01:00 days hh:mm:ss0 00:06:00 days hh:mm:ss10 seconds

Number of ElementsQty141141136300220265134012000

Rainfall DetailsSN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall

ID Source ID Type Units Period Depth Distribution(years) (inches)

1 Rain Gage Time Series 100-year Cumulative inches 0.00

Weirs ................................................. Outlets ...............................................Pollutants ...................................................Land Uses ..................................................

Storage Nodes ..................................Links........................................................... Channels ........................................... Pipes ................................................. Pumps ............................................... Orifices ..............................................

Subbasins...................................................Nodes......................................................... Junctions ........................................... Outfalls .............................................. Flow Diversions ................................. Inlets ..................................................

Antecedent Dry Days .................................Runoff (Dry Weather) Time Step ...............Runoff (Wet Weather) Time Step ..............Reporting Time Step ..................................Routing Time Step .....................................

Rain Gages ................................................

Link Routing Method ..................................Enable Overflow Ponding at Nodes ...........Skip Steady State Analysis Time Periods ..

Start Analysis On .......................................End Analysis On ........................................Start Reporting On .....................................

Version: 2019 DSR

Flow Units ..................................................Elevation Type ...........................................Hydrology Method ......................................EPA SWMM Infiltration Method .................

File Name ..................................................Description .................................................

Project: Westpark (MOA)

Model: Baseline

By: AWR Engineering

Baseline Model - 100-Year Event

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Subbasin SummarySN Subbasin Area Impervious Average Equivalent Impervious Pervious Total Total Total Total Peak Time of

ID Area Slope Width Area Area Rainfall Infiltration Runoff Runoff Runoff ConcentrationManning's Manning's Volume

Roughness Roughness(ac) (%) (%) (ft) (in) (in) (in) (ac-in) (cfs) (days hh:mm:ss)

1 S-BBC-01 8.61 42.00 4.0486 2741.07 0.0110 0.2400 3.59 1.7260 2.06 17.72 17.44 0 00:26:052 S-BBC-02 2.16 10.00 24.1653 329.05 0.0110 0.8000 3.59 2.7150 0.88 1.89 1.64 0 01:16:473 S-BBC-03 6.97 42.00 3.5967 1919.17 0.0110 0.2400 3.59 0.5260 4.98 34.70 17.35 0 00:28:434 S-BBC-04 4.81 10.00 25.1246 700.13 0.0110 0.8000 3.59 0.7800 2.81 13.52 4.76 0 01:18:005 S-F-01 8.02 2.00 20.3368 1562.17 0.0110 0.7200 3.59 2.8020 0.79 6.32 6.26 0 01:08:056 S-F-02 8.41 42.00 4.0000 2541.53 0.0110 0.2400 3.59 1.7300 2.59 21.81 20.00 0 00:26:497 S-F-03 4.71 42.00 4.0000 1590.56 0.0110 0.2400 3.59 1.7190 1.85 8.72 9.00 0 00:24:388 S-F-04 9.06 42.00 4.0000 2178.57 0.0110 0.2400 3.59 1.7220 1.85 16.75 16.09 0 00:30:109 S-F-05 3.25 42.00 4.0000 1110.40 0.0110 0.2400 3.59 1.7320 2.72 8.84 8.47 0 00:24:03

10 S-F-06 3.23 10.00 25.8492 683.47 0.0110 0.8000 3.59 2.7030 0.89 2.87 3.07 0 01:01:4711 S-GTN-01 10.71 42.00 4.3797 2559.42 0.0110 0.2400 3.59 1.7280 2.04 21.84 20.40 0 00:29:4212 S-GTN-02 2.49 10.00 21.9787 361.24 0.0110 0.8000 3.59 2.7190 0.87 2.17 1.77 0 01:21:2113 S-GTS-01 14.37 42.00 3.6889 3401.79 0.0110 0.2400 3.59 1.7270 2.00 28.78 26.69 0 00:31:5414 S-GTS-02 2.70 10.00 27.3016 442.88 0.0110 0.8000 3.59 2.7100 0.88 2.38 2.23 0 01:10:4915 S-HWE-01 12.86 27.00 11.6345 2504.04 0.0110 0.3000 3.59 2.6440 0.95 12.17 10.58 0 00:34:0916 S-M-02 2.81 42.00 5.4784 491.12 0.0110 0.2400 3.59 1.7250 1.99 5.58 5.27 0 00:30:5717 S-M-03 1.16 85.00 6.7584 1088.63 0.0110 0.2400 3.59 0.6710 2.92 3.39 2.77 0 00:07:3418 S-M-05 0.51 0.00 12.0350 131.53 0.0110 0.2400 3.59 2.7920 0.80 0.41 0.72 0 00:34:5919 S-M-08 3.21 42.00 4.8711 989.88 0.0110 0.2400 3.59 1.7240 2.47 7.91 8.16 0 00:23:5320 S-M-09 2.54 0.00 26.5219 658.63 0.0110 0.5800 3.59 2.8020 0.79 2.00 2.84 0 00:46:4321 S-MRW-01 26.47 33.00 16.9978 3842.89 0.0110 0.2400 3.59 0.5530 3.04 80.42 49.99 0 00:29:5022 S-MRW-02 2.43 15.00 6.6656 1194.60 0.0110 0.3000 3.59 0.6650 2.93 7.11 4.56 0 00:29:2523 S-MRW-03 0.82 30.00 20.5530 1392.23 0.0110 0.2400 3.59 1.9340 1.66 1.36 1.91 0 00:07:4524 S-MRW-04 9.68 33.00 12.5273 1612.46 0.0110 0.2400 3.59 2.4200 1.17 11.33 9.60 0 00:29:2725 S-MRW-06 3.87 42.00 5.8648 1969.33 0.0110 0.2400 3.59 1.7160 1.85 7.16 8.18 0 00:17:4526 S-NE-01 11.90 42.00 4.6525 3119.14 0.0110 0.2400 3.59 2.1740 1.39 16.56 12.19 0 00:28:0127 S-NE-02 6.65 42.00 4.6997 2131.70 0.0110 0.2400 3.59 2.1720 1.39 9.26 6.90 0 00:24:3128 S-NE-03 12.36 42.00 4.7175 3549.41 0.0110 0.2400 3.59 2.2730 1.52 18.80 14.59 0 00:26:4529 S-NE-04 4.43 42.00 4.8004 1617.31 0.0110 0.2400 3.59 1.7180 1.85 8.18 8.74 0 00:22:2230 S-NE-05 2.03 60.00 19.3311 2620.92 0.0110 0.2400 3.59 1.1050 2.49 5.05 4.86 0 00:06:3931 S-NE-06 3.46 10.00 26.9748 571.73 0.0110 0.8000 3.59 3.5880 0.00 0.01 0.10 0 01:10:4632 S-NE-07 3.40 5.00 22.4351 963.97 0.0110 0.8000 3.59 2.7580 0.83 2.83 3.41 0 00:55:2833 S-WG-01 2.66 42.00 10.7992 1049.10 0.0110 0.2400 3.59 0.4510 3.14 8.35 5.91 0 00:16:2734 S-WG-02 5.37 42.00 7.1476 1512.94 0.0110 0.2400 3.59 0.4550 3.14 16.84 11.14 0 00:22:4935 S-WPD-01 2.94 85.00 13.7585 1751.94 0.0110 0.2400 3.59 0.5210 3.07 9.03 6.78 0 00:06:3036 S-WPD-02 6.76 42.00 4.0426 1863.20 0.0110 0.2400 3.59 1.7210 1.85 12.47 12.39 0 00:27:4037 S-WPD-03 5.31 42.00 3.0851 2690.29 0.0110 0.2400 3.59 0.5110 3.05 16.22 11.27 0 00:21:5938 S-WPD-07 4.34 85.00 2.7147 3254.25 0.0110 0.2400 3.59 0.1300 3.41 14.80 10.63 0 00:09:1439 S-WPD-08 6.86 50.00 5.2146 2623.82 0.0110 0.2400 3.59 0.4390 3.12 21.42 15.15 0 00:23:2540 S-WPD-09 3.30 40.00 12.1226 1888.22 0.0110 0.2400 3.59 1.6600 1.93 6.37 7.32 0 00:15:5541 S-WPD-10 8.29 42.00 6.2316 2192.49 0.0110 0.2400 3.59 1.6630 1.93 15.97 15.98 0 00:25:04

Baseline Model - 100-Year Event

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB Junction 77.99 84.00 77.99 84.00 0.00 53.14 83.58 0.00 0.42 0 00:00 0.00 0.002 J-M-B-02-MH Junction 18.14 23.00 18.14 23.00 0.00 27.47 21.59 0.00 1.41 0 00:00 0.00 0.003 J-M-B-03-D Junction 19.58 124.25 19.58 124.25 0.00 27.47 26.43 0.00 97.82 0 00:00 0.00 0.004 J-M-B-04-D Junction 33.12 121.62 33.12 121.62 0.00 27.47 34.57 0.00 87.05 0 00:00 0.00 0.005 J-M-B-05-D Junction 45.37 119.53 45.37 119.53 0.00 27.47 46.48 0.00 73.05 0 00:00 0.00 0.006 J-M-B-06-MH Junction 58.29 68.80 58.29 68.80 0.00 27.47 59.35 0.00 9.45 0 00:00 0.00 0.007 J-M-BBC-01-MH Junction 74.36 80.62 74.36 80.62 20000.00 5.46 80.65 0.03 0.00 0 13:19 0.23 63.008 J-M-BBC-02-MH Junction 75.14 81.62 75.14 81.62 0.00 5.47 81.15 0.00 0.47 0 00:00 0.00 0.009 J-M-BBC-03-MH Junction 76.76 84.62 76.76 84.62 0.00 5.58 84.09 0.00 0.53 0 00:00 0.00 0.00

10 J-M-BBC-04-CB Junction 84.70 90.22 84.70 90.22 11497.00 17.43 90.84 0.62 0.00 0 12:11 1.98 79.0011 J-M-BBN-01-MH Junction 83.24 91.21 83.24 91.21 0.00 16.16 90.82 0.00 0.39 0 00:00 0.00 0.0012 J-M-BBN-02-MH Junction 86.01 94.48 86.01 94.48 0.00 16.21 94.07 0.00 0.41 0 00:00 0.00 0.0013 J-M-BBN-03-MH Junction 87.02 96.59 87.02 96.59 0.00 16.56 96.23 0.00 0.36 0 00:00 0.00 0.0014 J-M-BBN-04-MH Junction 87.55 97.48 87.55 97.48 0.00 16.64 97.12 0.00 0.36 0 00:00 0.00 0.0015 J-M-BBN-05-MH Junction 88.82 99.87 88.82 99.87 0.00 17.35 99.52 0.00 0.35 0 00:00 0.00 0.0016 J-M-F-01-MH Junction 68.27 74.57 68.27 74.57 0.00 8.87 74.22 0.00 0.35 0 00:00 0.00 0.0017 J-M-F-02-CB Junction 68.67 74.98 68.67 74.98 0.00 8.91 74.44 0.00 0.54 0 00:00 0.00 0.0018 J-M-F-03-MH Junction 68.92 75.02 68.92 75.02 0.00 8.92 74.56 0.00 0.46 0 00:00 0.00 0.0019 J-M-F-04-MH Junction 69.48 75.35 69.48 75.35 0.00 8.99 74.95 0.00 0.40 0 00:00 0.00 0.0020 J-M-F-05-MH Junction 68.50 74.12 68.50 74.12 0.00 5.97 73.61 0.00 0.51 0 00:00 0.00 0.0021 J-M-F-06-MH Junction 72.00 77.62 72.00 77.62 0.00 6.03 77.08 0.00 0.54 0 00:00 0.00 0.0022 J-M-F-07-MH Junction 75.50 81.12 75.50 81.12 0.00 6.83 80.61 0.00 0.51 0 00:00 0.00 0.0023 J-M-F-08-MH Junction 79.00 84.62 79.00 84.62 0.00 8.47 84.13 0.00 0.49 0 00:00 0.00 0.0024 J-M-GTN-01-MH Junction 87.82 97.29 87.82 97.29 0.00 3.91 96.84 0.00 0.45 0 00:00 0.00 0.0025 J-M-GTN-02-MH Junction 88.17 98.09 88.17 98.09 0.00 3.91 96.81 0.00 1.28 0 00:00 0.00 0.0026 J-M-GTN-03-MH Junction 88.92 97.86 88.92 97.86 0.00 3.91 96.88 0.00 0.98 0 00:00 0.00 0.0027 J-M-GTN-04-MH Junction 89.81 96.28 89.81 96.28 5407.00 6.86 96.97 0.69 0.00 0 12:23 1.64 335.0028 J-M-GTN-05-MH Junction 90.31 95.53 90.31 95.53 20622.00 30.63 96.97 1.44 0.00 0 18:54 9.53 427.0029 J-M-GTN-06-MH Junction 92.16 97.24 92.16 97.24 0.00 2.04 96.99 0.00 0.25 0 00:00 0.00 0.0030 J-M-GTN-07-MH Junction 93.15 98.46 93.15 98.46 0.00 2.04 97.00 0.00 1.46 0 00:00 0.00 0.0031 J-M-GTS-01-MH Junction 84.01 92.49 84.01 92.49 13893.00 44.27 93.69 1.20 0.00 0 12:11 5.44 318.0032 J-M-GTS-02-MH Junction 84.49 91.89 84.49 91.89 16141.00 54.80 93.69 1.80 0.00 0 12:04 10.21 376.0033 J-M-GTS-03-MH Junction 85.25 92.15 85.25 92.15 18029.00 27.82 93.69 1.54 0.00 0 12:05 8.34 358.0034 J-M-GTS-04-MH Junction 87.54 94.49 87.54 94.49 0.00 5.39 94.30 0.00 0.19 0 00:00 0.00 0.0035 J-M-GTS-05-MH Junction 88.86 95.92 88.86 95.92 0.00 5.40 94.65 0.00 1.27 0 00:00 0.00 0.0036 J-M-GTS-06-MH Junction 89.30 96.48 89.30 96.48 0.00 5.39 94.84 0.00 1.64 0 00:00 0.00 0.0037 J-M-GTS-07-MH Junction 90.98 98.10 90.98 98.10 0.00 5.00 95.18 0.00 2.92 0 00:00 0.00 0.0038 J-M-GTS-08-MH Junction 91.76 100.61 91.76 100.61 0.00 5.00 95.69 0.00 4.92 0 00:00 0.00 0.0039 J-M-GTS-09-MH Junction 92.03 101.38 92.03 101.38 0.00 5.00 95.95 0.00 5.43 0 00:00 0.00 0.0040 J-M-GTS-10-MH Junction 92.36 102.32 92.36 102.32 0.00 5.08 96.19 0.00 6.13 0 00:00 0.00 0.0041 J-M-GTS-12-MH Junction 93.05 101.43 93.05 101.43 0.00 5.30 96.62 0.00 4.81 0 00:00 0.00 0.0042 J-M-GTS-13-MH Junction 93.34 100.14 93.34 100.14 0.00 5.35 96.87 0.00 3.27 0 00:00 0.00 0.0043 J-M-M-01-MH Junction 61.67 70.50 61.67 70.50 0.00 27.47 63.22 0.00 7.28 0 00:00 0.00 0.0044 J-M-M-02-MH Junction 62.92 71.00 62.92 71.00 0.00 27.47 67.62 0.00 3.38 0 00:00 0.00 0.0045 J-M-M-03-CB Junction 63.72 70.75 63.72 70.75 35000.00 54.95 71.30 0.55 0.00 0 12:12 6.53 113.0046 J-M-M-04-MH Junction 65.33 72.18 65.33 72.18 0.00 32.43 71.86 0.00 0.32 0 00:00 0.00 0.0047 J-M-M-05-MH Junction 66.98 74.59 66.98 74.59 0.00 32.95 74.21 0.00 0.38 0 00:00 0.00 0.0048 J-M-M-06-MH Junction 67.65 75.24 67.65 75.24 0.00 17.63 75.09 0.00 0.15 0 00:00 0.00 0.0049 J-M-M-07-MH Junction 68.39 76.87 68.39 76.87 0.00 17.63 76.23 0.00 0.64 0 00:00 0.00 0.0050 J-M-M-08-MH Junction 68.81 77.97 68.81 77.97 0.00 17.63 77.15 0.00 0.82 0 00:00 0.00 0.0051 J-M-M-09-MH Junction 69.56 79.62 69.56 79.62 0.00 17.63 78.33 0.00 1.29 0 00:00 0.00 0.0052 J-M-M-10-MH Junction 69.95 80.52 69.95 80.52 0.00 17.47 78.72 0.00 1.80 0 00:00 0.00 0.0053 J-M-M-11-MH Junction 70.34 81.51 70.34 81.51 0.00 17.47 79.12 0.00 2.39 0 00:00 0.00 0.0054 J-M-M-12-MH Junction 70.83 83.82 70.83 83.82 0.00 17.47 79.53 0.00 4.29 0 00:00 0.00 0.0055 J-M-M-13-MH Junction 72.04 79.62 72.04 79.62 30000.00 34.65 80.65 1.03 0.00 0 12:11 10.25 326.0056 J-M-M-14-MH Junction 72.44 80.12 72.44 80.12 20000.00 15.40 80.66 0.54 0.00 0 12:18 3.39 248.0057 J-M-M-15-MH Junction 73.78 82.50 73.78 82.50 0.00 15.40 81.49 0.00 1.01 0 00:00 0.00 0.0058 J-M-M-16-MH Junction 75.39 84.00 75.39 84.00 0.00 15.40 82.46 0.00 1.54 0 00:00 0.00 0.0059 J-M-M-17-MH Junction 75.86 84.50 75.86 84.50 0.00 15.40 83.20 0.00 1.30 0 00:00 0.00 0.0060 J-M-MRW-01-MH Junction 109.03 115.61 109.03 115.61 0.00 31.48 115.59 0.00 0.02 0 00:00 0.00 0.0061 J-M-MRW-02-MH Junction 111.03 117.07 111.03 117.07 0.00 31.65 116.78 0.00 0.29 0 00:00 0.00 0.0062 J-M-MRW-03-MH Junction 112.75 128.03 112.75 128.03 0.00 15.43 121.57 0.00 6.46 0 00:00 0.00 0.0063 J-M-MRW-04-MH Junction 120.68 136.83 120.68 136.83 0.00 15.43 126.04 0.00 10.79 0 00:00 0.00 0.0064 J-M-MRW-05-MH Junction 122.32 140.48 122.32 140.48 0.00 15.43 131.26 0.00 9.22 0 00:00 0.00 0.0065 J-M-MRW-06A-MH Junction 123.99 135.61 123.99 135.61 12253.00 35.36 136.45 0.84 0.00 0 12:12 2.84 85.0066 J-M-MRW-06B-MH Junction 123.99 135.61 123.99 135.61 12253.00 50.90 136.49 0.88 0.00 0 12:11 2.99 89.0067 J-M-MRW-07-MH Junction 124.69 135.14 124.69 135.14 5755.00 10.40 136.49 1.35 0.00 0 12:02 2.21 100.0068 J-M-MRW-08-MH Junction 125.38 137.16 125.38 137.16 0.00 7.85 136.57 0.00 0.59 0 00:00 0.00 0.0069 J-M-MRW-09-MH Junction 125.98 139.48 125.98 139.48 0.00 7.85 136.73 0.00 2.75 0 00:00 0.00 0.0070 J-M-MRW-10-MH Junction 126.59 138.92 126.59 138.92 0.00 7.85 136.95 0.00 1.97 0 00:00 0.00 0.0071 J-M-MRW-11-MH Junction 127.34 136.88 127.34 136.88 4669.00 5.62 136.95 0.07 0.00 0 12:11 0.10 7.0072 J-M-MRW-12-MH Junction 128.22 140.97 128.22 140.97 0.00 5.62 137.19 0.00 3.78 0 00:00 0.00 0.0073 J-M-MRW-13-MH Junction 128.70 139.79 128.70 139.79 0.00 5.18 137.44 0.00 2.35 0 00:00 0.00 0.0074 J-M-MRW-14-MH Junction 128.98 139.18 128.98 139.18 0.00 9.59 137.65 0.00 1.53 0 00:00 0.00 0.0075 J-M-MRW-15-MH Junction 129.51 137.85 129.51 137.85 0.00 5.88 137.00 0.00 0.85 0 00:00 0.00 0.0076 J-M-MRW-16-MH Junction 130.08 136.70 130.08 136.70 0.00 5.88 136.34 0.00 0.36 0 00:00 0.00 0.0077 J-M-MRW-17-MH Junction 130.73 135.54 130.73 135.54 4746.00 5.89 135.82 0.28 0.00 0 12:11 0.38 103.0078 J-M-MRW-18-CB Junction 130.93 135.35 130.93 135.35 6002.00 4.44 135.85 0.50 0.00 0 13:04 0.82 105.0079 J-M-MRW-20-CB Junction 132.83 138.00 132.83 138.00 0.00 5.32 137.10 0.00 0.90 0 00:00 0.00 0.0080 J-M-MRW-21-MH Junction 168.94 175.34 168.94 175.34 0.00 5.32 169.53 0.00 5.81 0 00:00 0.00 0.0081 J-M-MRW-22-CB Junction 170.92 175.13 170.92 175.13 4403.00 8.17 175.29 0.16 0.00 0 12:11 0.20 14.00

Baseline Model - 100-Year Event

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

82 J-M-NE-01-MH Junction 93.46 99.72 93.46 99.72 0.00 5.43 97.02 0.00 2.70 0 00:00 0.00 0.0083 J-M-NE-02-MH Junction 94.87 101.00 94.87 101.00 0.00 4.95 100.16 0.00 0.84 0 00:00 0.00 0.0084 J-M-NE-03-CB Junction 95.75 101.72 95.75 101.72 8534.00 21.50 102.90 1.18 0.00 0 12:10 8.10 320.0085 J-M-NE-04-MH Junction 95.92 102.04 95.92 102.04 8112.00 16.16 102.90 0.86 0.00 0 12:11 7.24 285.0086 J-M-NE-05-MH Junction 96.80 103.25 96.80 103.25 0.00 11.42 102.90 0.00 0.35 0 00:00 0.00 0.0087 J-M-NE-06-MH Junction 98.53 104.82 98.53 104.82 0.00 11.47 104.42 0.00 0.40 0 00:00 0.00 0.0088 J-M-NE-07-MH Junction 99.73 105.98 99.73 105.98 0.00 11.49 105.58 0.00 0.40 0 00:00 0.00 0.0089 J-M-NE-08-MH Junction 100.94 107.07 100.94 107.07 0.00 11.54 106.67 0.00 0.40 0 00:00 0.00 0.0090 J-M-NE-09-MH Junction 102.08 108.17 102.08 108.17 0.00 11.64 107.77 0.00 0.40 0 00:00 0.00 0.0091 J-M-NE-10-MH Junction 102.78 108.95 102.78 108.95 0.00 11.66 108.55 0.00 0.40 0 00:00 0.00 0.0092 J-M-NE-11-MH Junction 103.34 109.71 103.34 109.71 0.00 11.82 109.31 0.00 0.40 0 00:00 0.00 0.0093 J-M-NE-12-MH Junction 103.91 110.11 103.91 110.11 0.00 5.17 109.53 0.00 0.58 0 00:00 0.00 0.0094 J-M-NE-13-MH Junction 107.69 114.29 107.69 114.29 14431.00 18.32 114.92 0.63 0.00 0 12:11 3.55 123.0095 J-M-NE-14-MH Junction 110.78 117.06 110.78 117.06 0.00 11.05 116.65 0.00 0.41 0 00:00 0.00 0.0096 J-M-NE-15-MH Junction 112.27 118.48 112.27 118.48 0.00 11.21 118.06 0.00 0.42 0 00:00 0.00 0.0097 J-M-NE-16-MH Junction 114.34 120.49 114.34 120.49 0.00 11.50 120.07 0.00 0.42 0 00:00 0.00 0.0098 J-M-NE-17-MH Junction 115.95 122.06 115.95 122.06 0.00 11.65 121.65 0.00 0.41 0 00:00 0.00 0.0099 J-M-NE-18-MH Junction 117.53 123.60 117.53 123.60 0.00 12.04 123.19 0.00 0.41 0 00:00 0.00 0.00

100 J-M-NE-19-MH Junction 118.80 125.76 118.80 125.76 0.00 12.34 125.35 0.00 0.41 0 00:00 0.00 0.00101 J-M-NE-20-CB Junction 118.96 125.70 118.96 125.70 0.00 3.74 125.35 0.00 0.35 0 00:00 0.00 0.00102 J-M-NE-21-MH Junction 119.66 127.00 119.66 127.00 0.00 3.75 126.86 0.00 0.14 0 00:00 0.00 0.00103 J-M-NE-22-MH Junction 120.32 131.20 120.32 131.20 0.00 3.74 128.37 0.00 2.83 0 00:00 0.00 0.00104 J-M-NE-23-CB Junction 118.22 129.00 118.22 129.00 170.00 4.86 131.01 2.01 0.00 0 12:08 0.12 11.00105 J-M-O-02-MH Junction 65.19 72.70 65.19 72.70 0.00 49.96 72.28 0.00 0.42 0 00:00 0.00 0.00106 J-M-O-03-MH Junction 79.80 90.75 79.80 90.75 0.00 49.97 82.24 0.00 8.51 0 00:00 0.00 0.00107 J-M-WG-01-MH Junction 111.40 117.27 111.40 117.27 0.00 10.79 116.84 0.00 0.43 0 00:00 0.00 0.00108 J-M-WG-02-MH Junction 111.67 117.96 111.67 117.96 0.00 10.84 117.52 0.00 0.44 0 00:00 0.00 0.00109 J-M-WG-03-MH Junction 114.19 120.85 114.19 120.85 0.00 10.98 120.40 0.00 0.45 0 00:00 0.00 0.00110 J-M-WG-04-MH Junction 117.42 124.43 117.42 124.43 0.00 11.13 123.98 0.00 0.45 0 00:00 0.00 0.00111 J-M-WPD-01-MH Junction 76.43 84.41 76.43 84.41 0.00 60.86 83.98 0.00 0.43 0 00:00 0.00 0.00112 J-M-WPD-02-MH Junction 77.53 85.53 77.53 85.53 0.00 60.80 85.10 0.00 0.43 0 00:00 0.00 0.00113 J-M-WPD-03-MH Junction 78.64 87.80 78.64 87.80 0.00 61.07 87.34 0.00 0.46 0 00:00 0.00 0.00114 J-M-WPD-04-MH Junction 79.24 88.89 79.24 88.89 0.00 53.18 88.43 0.00 0.46 0 00:00 0.00 0.00115 J-M-WPD-05-MH Junction 80.17 90.36 80.17 90.36 0.00 103.64 89.90 0.00 0.46 0 00:00 0.00 0.00116 J-M-WPD-06-MH Junction 81.07 92.44 81.07 92.44 0.00 72.15 92.02 0.00 0.42 0 00:00 0.00 0.00117 J-M-WPD-07-MH Junction 81.87 94.05 81.87 94.05 0.00 85.02 93.64 0.00 0.41 0 00:00 0.00 0.00118 J-M-WPD-08-MH Junction 84.03 95.61 84.03 95.61 0.00 69.39 95.20 0.00 0.41 0 00:00 0.00 0.00119 J-M-WPD-09-MH Junction 86.50 97.41 86.50 97.41 0.00 70.95 96.99 0.00 0.42 0 00:00 0.00 0.00120 J-M-WPD-10-MH Junction 92.33 99.29 92.33 99.29 0.00 55.51 98.81 0.00 0.48 0 00:00 0.00 0.00121 J-M-WPD-11-MH Junction 95.22 102.23 95.22 102.23 0.00 55.54 101.73 0.00 0.50 0 00:00 0.00 0.00122 J-M-WPD-12-MH Junction 100.36 107.42 100.36 107.42 0.00 56.21 106.93 0.00 0.49 0 00:00 0.00 0.00123 J-M-WPD-13-MH Junction 104.33 111.41 104.33 111.41 0.00 56.53 110.91 0.00 0.50 0 00:00 0.00 0.00124 J-M-WPD-14-MH Junction 108.84 115.97 108.84 115.97 0.00 56.80 115.47 0.00 0.50 0 00:00 0.00 0.00125 J-M-WPD-15-MH Junction 111.25 118.16 111.25 118.16 0.00 12.21 117.39 0.00 0.77 0 00:00 0.00 0.00126 J-M-WPD-16-MH Junction 116.36 122.51 116.36 122.51 0.00 12.21 121.02 0.00 1.49 0 00:00 0.00 0.00127 J-M-WPD-17-MH Junction 119.26 125.44 119.26 125.44 0.00 12.21 123.41 0.00 2.03 0 00:00 0.00 0.00128 J-M-WPD-18-MH Junction 122.28 128.52 122.28 128.52 0.00 12.21 125.93 0.00 2.59 0 00:00 0.00 0.00129 J-M-WPD-19-CB Junction 129.04 134.11 129.04 134.11 0.00 12.25 130.18 0.00 3.93 0 00:00 0.00 0.00130 J-M-WPD-20-CB Junction 130.05 135.61 130.05 135.61 0.00 12.25 132.99 0.00 2.62 0 00:00 0.00 0.00131 J-M-WPD-21-MH Junction 130.09 137.19 130.09 137.19 0.00 12.25 134.59 0.00 2.60 0 00:00 0.00 0.00132 J-M-WPD-22-CB Junction 131.05 136.11 131.05 136.11 200.00 14.16 137.12 1.01 0.00 0 12:12 0.07 12.00133 J-M-WPD-23-CB Junction 131.40 138.74 131.40 138.74 0.00 8.67 137.87 0.00 0.87 0 00:00 0.00 0.00134 J-M-WPD-24-I Junction 139.63 141.13 139.63 141.13 0.00 15.59 140.51 0.00 0.62 0 00:00 0.00 0.00135 J-M-WPD-25-O Junction 153.39 154.39 153.39 154.39 0.00 3.27 154.05 0.00 0.34 0 00:00 0.00 0.00136 J-M-WPD-26-CB Junction 154.26 160.16 154.26 160.16 0.00 15.97 159.73 0.00 0.43 0 00:00 0.00 0.00137 O-M-B-01-O Outfall 16.00 27.47 16.59138 O-M-O-01-O Outfall 40.00 49.96 41.58139 O-M-WPD-01-O Outfall 83.20 48.51 83.20140 ST-M-HW-01-CH Storage Node 97.86 106.02 97.86 0.00 10.58 105.34 0.00 0.00141 ST-M-MRW-19-PD Storage Node 131.00 136.00 131.00 42218.00 21.62 136.02 0.20 31.00

Baseline Model - 100-Year Event

Appendix B Page 29 of 157

Page 43: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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118.

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D31

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121.

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2.84

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D32

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J-M

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4.86

84.0

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2014

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J-M

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S-0

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TS

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MH

84.7

584

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4700

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32.5

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1.93

10.3

52.

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SU

RC

HA

RG

ED

34L-

M-G

TS

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J-M

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MH

51.8

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0120

7.40

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0.92

4.19

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475.

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UR

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GE

D35

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S-0

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MH

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S-0

3-M

H28

0.32

87.5

485

.30

0.80

0018

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0.01

205.

4010

.17

0.53

3.73

1.50

1.00

421.

00S

UR

CH

AR

GE

D36

L-M

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S-0

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M-G

TS

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MH

J-M

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S-0

4-M

H14

0.88

88.8

687

.59

0.90

0018

.000

0.01

205.

3910

.80

0.50

5.10

1.50

1.00

405.

00S

UR

CH

AR

GE

D37

L-M

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S-0

6-P

Pip

eJ-

M-G

TS

-06-

MH

J-M

-GT

S-0

5-M

H47

.21

89.3

088

.91

0.83

0018

.000

0.01

205.

4010

.34

0.52

4.66

1.50

1.00

401.

00S

UR

CH

AR

GE

D38

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S-0

7-P

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M-G

TS

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MH

J-M

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S-0

6-M

H15

9.01

90.9

889

.43

0.97

0018

.000

0.01

205.

3911

.24

0.48

5.11

1.50

1.00

389.

00S

UR

CH

AR

GE

D39

L-M

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S-0

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TS

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MH

J-M

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S-0

7-M

H24

5.39

91.7

691

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0018

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0.01

205.

006.

210.

813.

741.

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0038

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SU

RC

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RG

ED

40L-

M-G

TS

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PP

ipe

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TS

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MH

73.7

392

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91.8

10.

3000

18.0

000.

0120

5.00

6.22

0.80

3.36

1.50

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379.

00S

UR

CH

AR

GE

D41

L-M

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S-1

0-P

Pip

eJ-

M-G

TS

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MH

J-M

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S-0

9-M

H92

.35

92.3

692

.08

0.30

0018

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0.01

205.

006.

270.

803.

161.

501.

0037

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SU

RC

HA

RG

ED

42L-

M-G

TS

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PP

ipe

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M-G

TS

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MH

192.

3693

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92.4

10.

3300

18.0

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0120

5.08

6.56

0.77

3.33

1.50

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363.

00S

UR

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AR

GE

D43

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S-1

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TS

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MH

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2-M

H81

.34

93.3

493

.10

0.30

0018

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0.01

205.

306.

180.

863.

391.

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0036

2.00

SU

RC

HA

RG

ED

44L-

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TS

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PP

ipe

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MH

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3-M

H23

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93.4

693

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0.01

205.

356.

240.

863.

171.

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0036

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SU

RC

HA

RG

ED

45L-

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ipe

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MH

230.

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717

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AP

AC

ITY

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MH

150.

9263

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62.9

70.

5000

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0120

27.4

717

.28

1.59

8.74

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430.

00S

UR

CH

AR

GE

D47

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MH

J-M

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5.72

65.3

363

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0024

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0.01

2019

.90

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30.

816.

332.

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0047

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SU

RC

HA

RG

ED

48L-

M-M

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PP

ipe

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HJ-

M-M

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MH

210.

6866

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65.3

80.

7600

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0120

21.5

721

.36

1.01

6.86

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1.00

416.

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UR

CH

AR

GE

D49

L-M

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Pip

eJ-

M-M

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MH

J-M

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5-M

H83

.68

67.6

567

.01

0.76

0024

.000

0.01

2017

.63

21.4

30.

825.

612.

001.

0041

4.00

SU

RC

HA

RG

ED

50L-

M-M

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PP

ipe

J-M

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7-M

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M-M

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MH

151.

8868

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67.8

60.

3500

24.0

000.

0120

17.6

314

.48

1.22

5.61

2.00

1.00

410.

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UR

CH

AR

GE

D51

L-M

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M-M

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MH

J-M

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7-M

H10

5.56

68.8

868

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0.42

0024

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0.01

2017

.63

15.8

21.

115.

612.

001.

0075

3.00

SU

RC

HA

RG

ED

52L-

M-M

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PP

ipe

J-M

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9-M

HJ-

M-M

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MH

158.

2069

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68.8

10.

4700

24.0

000.

0120

17.6

316

.87

1.04

5.61

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1.00

868.

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UR

CH

AR

GE

D53

L-M

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9-P

Pip

eJ-

M-M

-10-

MH

J-M

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9-M

H83

.36

69.9

569

.65

0.36

0024

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0.01

2017

.47

14.7

01.

195.

562.

001.

0085

1.00

SU

RC

HA

RG

ED

54L-

M-M

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PP

ipe

J-M

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1-M

HJ-

M-M

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MH

97.0

970

.34

70.0

40.

3100

24.0

000.

0120

17.4

713

.62

1.28

5.56

2.00

1.00

879.

00S

UR

CH

AR

GE

D55

L-M

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1-P

Pip

eJ-

M-M

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MH

J-M

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1-M

H91

.96

70.8

370

.36

0.51

0024

.000

0.01

2017

.47

17.5

21.

005.

562.

001.

0092

5.00

SU

RC

HA

RG

ED

56L-

M-M

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PP

ipe

J-M

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3-M

HJ-

M-M

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MH

290.

4772

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70.8

80.

4000

24.0

000.

0120

17.3

615

.49

1.12

5.52

2.00

1.00

898.

00S

UR

CH

AR

GE

D57

L-M

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3-P

Pip

eJ-

M-M

-14-

MH

J-M

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3-M

H86

.54

72.4

472

.09

0.40

0024

.000

0.01

2014

.28

15.5

90.

924.

552.

001.

0089

2.00

SU

RC

HA

RG

ED

Baseline Model - 100-Year Event

Appendix B Page 30 of 157

Page 44: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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2015

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2015

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2015

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191.

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D68

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209.

7513

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0.73

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1233

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SU

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212.

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207.

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1180

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127.

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1118

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SU

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205.

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J-M

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-02-

MH

135.

0095

.75

94.9

20.

6100

12.0

000.

0120

4.95

3.03

1.64

6.30

1.00

1.00

412.

00S

UR

CH

AR

GE

D85

L-M

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-03-

PP

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J-M

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MH

J-M

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CB

13.0

795

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95.7

61.

2200

12.0

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0120

2.98

4.27

0.70

3.79

1.00

1.00

427.

00S

UR

CH

AR

GE

D86

L-M

-NE

-04-

PP

ipe

J-M

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MH

J-M

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MH

128.

4796

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96.0

20.

6100

12.0

000.

0120

3.20

3.01

1.06

4.08

1.00

1.00

415.

00S

UR

CH

AR

GE

D87

L-M

-NE

-05-

PP

ipe

J-M

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MH

J-M

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MH

160.

1898

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96.9

01.

0200

12.0

000.

0120

3.47

3.89

0.89

4.51

1.00

1.00

393.

00S

UR

CH

AR

GE

D88

L-M

-NE

-06-

PP

ipe

J-M

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-07-

MH

J-M

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MH

109.

2599

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98.6

21.

0200

12.0

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0120

3.49

3.89

0.90

4.86

1.00

1.00

384.

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UR

CH

AR

GE

D89

L-M

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-07-

PP

ipe

J-M

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MH

J-M

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MH

105.

8410

0.94

99.8

21.

0600

12.0

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0120

3.60

3.97

0.91

5.00

1.00

1.00

375.

00S

UR

CH

AR

GE

D90

L-M

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PP

ipe

J-M

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J-M

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MH

106.

3410

2.08

101.

040.

9800

12.0

000.

0120

3.72

3.82

0.98

4.89

1.00

1.00

313.

00S

UR

CH

AR

GE

D91

L-M

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PP

ipe

J-M

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MH

J-M

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MH

66.7

110

2.78

102.

180.

9000

12.0

000.

0120

3.90

3.66

1.06

4.96

1.00

1.00

240.

00S

UR

CH

AR

GE

D92

L-M

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-10-

PP

ipe

J-M

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MH

J-M

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MH

71.9

010

3.34

102.

790.

7600

12.0

000.

0120

4.15

3.38

1.23

5.29

1.00

1.00

225.

00S

UR

CH

AR

GE

D93

L-M

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-11-

PP

ipe

J-M

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MH

J-M

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MH

33.0

010

3.91

103.

431.

4500

12.0

000.

0120

2.87

4.65

0.62

3.65

1.00

1.00

213.

00S

UR

CH

AR

GE

D94

L-M

-NE

-12-

PP

ipe

J-M

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MH

J-M

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MH

263.

0710

7.69

104.

011.

4000

12.0

000.

0120

5.17

4.57

1.13

6.58

1.00

1.00

170.

00S

UR

CH

AR

GE

D95

L-M

-NE

-13-

PP

ipe

J-M

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-14-

MH

J-M

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MH

216.

3611

0.78

107.

751.

4000

12.0

000.

0120

3.39

4.57

0.74

4.32

1.00

1.00

151.

00S

UR

CH

AR

GE

D96

L-M

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-14-

PP

ipe

J-M

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MH

J-M

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MH

99.4

011

2.27

110.

791.

4900

12.0

000.

0120

3.98

4.71

0.85

5.21

1.00

1.00

147.

00S

UR

CH

AR

GE

D97

L-M

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-15-

PP

ipe

J-M

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MH

J-M

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MH

140.

4211

4.34

112.

371.

4000

12.0

000.

0120

4.11

4.57

0.90

5.46

1.00

1.00

76.0

0S

UR

CH

AR

GE

D98

L-M

-NE

-16-

PP

ipe

J-M

-NE

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MH

J-M

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MH

107.

9811

5.95

114.

351.

4800

12.0

000.

0120

4.51

4.70

0.96

5.75

1.00

1.00

53.0

0S

UR

CH

AR

GE

D99

L-M

-NE

-17-

PP

ipe

J-M

-NE

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MH

J-M

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MH

105.

8411

7.53

115.

961.

4800

12.0

000.

0120

4.82

4.70

1.03

6.14

1.00

1.00

47.0

0S

UR

CH

AR

GE

D10

0L-

M-N

E-1

8-P

Pip

eJ-

M-N

E-1

9-M

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M-N

E-1

8-M

H14

5.42

118.

8011

7.54

0.87

0012

.000

0.01

205.

373.

591.

496.

831.

001.

0044

.00

SU

RC

HA

RG

ED

101

L-M

-NE

-19-

PP

ipe

J-M

-NE

-20-

CB

J-M

-NE

-19-

MH

13.0

711

8.96

118.

900.

4600

12.0

000.

0120

1.86

2.62

0.71

2.37

1.00

1.00

45.0

0S

UR

CH

AR

GE

D10

2L-

M-N

E-2

0-P

Pip

eJ-

M-N

E-2

1-M

HJ-

M-N

E-2

0-C

B11

9.59

119.

6611

9.06

0.50

0012

.000

0.01

203.

742.

731.

374.

771.

001.

0040

.00

SU

RC

HA

RG

ED

103

L-M

-NE

-21-

PP

ipe

J-M

-NE

-22-

MH

J-M

-NE

-21-

MH

112.

3012

0.32

119.

760.

5000

12.0

000.

0120

3.75

2.73

1.37

4.77

1.00

1.00

36.0

0S

UR

CH

AR

GE

D10

4L-

M-N

E-2

2-P

Pip

eJ-

M-N

E-2

3-C

BJ-

M-N

E-2

2-M

H24

6.00

121.

6512

0.42

0.50

0012

.000

0.01

203.

742.

731.

374.

771.

001.

0032

.00

SU

RC

HA

RG

ED

105

L-M

-O-0

2-P

Pip

eJ-

M-O

-03-

MH

J-M

-O-0

2-M

H97

.80

79.8

065

.19

14.9

400

24.0

000.

0120

49.9

694

.72

0.53

15.9

72.

001.

0015

.00

SU

RC

HA

RG

ED

106

L-M

-O-0

3-P

Pip

eJ-

M-W

PD

-05-

MH

J-M

-O-0

3-M

H56

.61

82.1

081

.23

1.54

0024

.000

0.01

2049

.97

30.3

81.

6415

.91

2.00

1.00

58.0

0S

UR

CH

AR

GE

D10

7L-

M-W

G-0

1-P

Pip

eJ-

M-W

G-0

1-M

HJ-

M-M

RW

-02-

MH

27.5

211

1.40

111.

260.

5100

12.0

000.

0120

1.35

2.75

0.49

2.31

1.00

1.00

300.

00S

UR

CH

AR

GE

D10

8L-

M-W

G-0

2-P

Pip

eJ-

M-W

G-0

2-M

HJ-

M-W

G-0

1-M

H36

.55

111.

6711

1.49

0.49

0012

.000

0.01

203.

642.

711.

344.

631.

001.

0027

2.00

SU

RC

HA

RG

ED

109

L-M

-WG

-03-

PP

ipe

J-M

-WG

-03-

MH

J-M

-WG

-02-

MH

143.

5411

4.19

111.

771.

6900

12.0

000.

0120

4.87

5.01

0.97

6.20

1.00

1.00

207.

00S

UR

CH

AR

GE

D11

0L-

M-W

G-0

4-P

Pip

eJ-

M-W

G-0

4-M

HJ-

M-W

G-0

3-M

H17

5.82

117.

4211

4.29

1.78

0012

.000

0.01

205.

115.

150.

996.

511.

001.

0042

.00

SU

RC

HA

RG

ED

111

L-M

-WP

D-0

1-P

Pip

eJ-

M-W

PD

-02-

MH

J-M

-WP

D-0

1-M

H11

1.35

77.5

376

.53

0.90

0024

.000

0.01

2016

.95

23.2

20.

735.

392.

001.

0079

2.00

SU

RC

HA

RG

ED

112

L-M

-WP

D-0

2-P

Pip

eJ-

M-W

PD

-03-

MH

J-M

-WP

D-0

2-M

H21

5.30

78.6

477

.57

0.50

0024

.000

0.01

2021

.04

17.2

81.

226.

702.

001.

0077

5.00

SU

RC

HA

RG

ED

113

L-M

-WP

D-0

3-P

Pip

eJ-

M-W

PD

-04-

MH

J-M

-WP

D-0

3-M

H10

6.13

79.2

478

.72

0.49

0024

.000

0.01

2017

.37

17.1

51.

015.

532.

001.

0077

0.00

SU

RC

HA

RG

ED

114

L-M

-WP

D-0

4-P

Pip

eJ-

M-W

PD

-05-

MH

J-M

-WP

D-0

4-M

H17

2.44

80.1

779

.28

0.52

0024

.000

0.01

2018

.19

17.6

11.

035.

792.

001.

0075

9.00

SU

RC

HA

RG

ED

Baseline Model - 100-Year Event

Appendix B Page 31 of 157

Page 45: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

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eter

or

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ign

Flo

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low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

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Typ

e(I

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ode

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eigh

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ough

ness

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apac

ityD

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Vel

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Dep

thD

epth

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urch

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tion

Ele

vatio

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atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

115

L-M

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D-0

5-P

Pip

eJ-

M-W

PD

-06-

MH

J-M

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D-0

5-M

H17

3.05

81.0

780

.27

0.46

0024

.000

0.01

2034

.69

16.6

62.

0811

.04

2.00

1.00

708.

00S

UR

CH

AR

GE

D11

6L-

M-W

PD

-06-

PP

ipe

J-M

-WP

D-0

7-M

HJ-

M-W

PD

-06-

MH

155.

6081

.87

81.1

10.

4900

24.0

000.

0120

30.1

917

.13

1.76

9.61

2.00

1.00

662.

00S

UR

CH

AR

GE

D11

7L-

M-W

PD

-07-

PP

ipe

J-M

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D-0

8-M

HJ-

M-W

PD

-07-

MH

151.

7384

.03

82.1

91.

2100

24.0

000.

0120

26.5

426

.99

0.98

8.45

2.00

1.00

548.

00S

UR

CH

AR

GE

D11

8L-

M-W

PD

-08-

PP

ipe

J-M

-WP

D-0

9-M

HJ-

M-W

PD

-08-

MH

173.

8586

.50

84.0

91.

3900

24.0

000.

0120

27.3

028

.86

0.95

8.69

2.00

1.00

465.

00S

UR

CH

AR

GE

D11

9L-

M-W

PD

-09-

PP

ipe

J-M

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D-1

0-M

HJ-

M-W

PD

-09-

MH

114.

4492

.33

90.0

61.

9800

18.0

000.

0120

16.0

216

.03

1.00

9.06

1.50

1.00

395.

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UR

CH

AR

GE

D12

0L-

M-W

PD

-10-

PP

ipe

J-M

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D-1

1-M

HJ-

M-W

PD

-10-

MH

143.

3295

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92.3

71.

9900

18.0

000.

0120

14.0

616

.05

0.88

7.96

1.50

1.00

316.

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UR

CH

AR

GE

D12

1L-

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PD

-11-

PP

ipe

J-M

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D-1

2-M

HJ-

M-W

PD

-11-

MH

253.

0610

0.36

95.2

92.

0000

18.0

000.

0120

14.8

116

.11

0.92

8.86

1.50

1.00

248.

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UR

CH

AR

GE

D12

2L-

M-W

PD

-12-

PP

ipe

J-M

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D-1

3-M

HJ-

M-W

PD

-12-

MH

195.

0610

4.33

100.

441.

9900

18.0

000.

0120

15.1

216

.07

0.94

8.97

1.50

1.00

239.

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UR

CH

AR

GE

D12

3L-

M-W

PD

-13-

PP

ipe

J-M

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D-1

4-M

HJ-

M-W

PD

-13-

MH

223.

0810

8.84

104.

382.

0000

18.0

000.

0120

15.4

116

.09

0.96

8.84

1.50

1.00

229.

00S

UR

CH

AR

GE

D12

4L-

M-W

PD

-14-

PP

ipe

J-M

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D-1

5-M

HJ-

M-W

PD

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MH

115.

4211

1.25

108.

951.

9900

18.0

000.

0120

11.1

216

.06

0.69

6.29

1.50

1.00

189.

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UR

CH

AR

GE

D12

5L-

M-W

PD

-15-

PP

ipe

J-M

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D-1

6-M

HJ-

M-W

PD

-15-

MH

251.

5411

6.36

111.

312.

0100

18.0

000.

0120

12.2

116

.12

0.76

6.91

1.50

1.00

22.0

0S

UR

CH

AR

GE

D12

6L-

M-W

PD

-16-

PP

ipe

J-M

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D-1

7-M

HJ-

M-W

PD

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MH

143.

2811

9.26

116.

451.

9600

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000.

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12.2

115

.94

0.77

7.74

1.50

1.00

14.0

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UR

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GE

D12

7L-

M-W

PD

-17-

PP

ipe

J-M

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D-1

8-M

HJ-

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PD

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MH

153.

7712

2.28

119.

311.

9300

18.0

000.

0120

12.2

115

.82

0.77

8.30

1.50

1.00

11.0

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UR

CH

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GE

D12

8L-

M-W

PD

-18-

PP

ipe

J-M

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D-1

9-C

BJ-

M-W

PD

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MH

261.

4012

9.04

122.

412.

5400

18.0

000.

0120

12.2

118

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0.67

9.58

1.29

0.88

0.00

Cal

cula

ted

129

L-M

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D-1

9-P

Pip

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PD

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CB

J-M

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D-1

9-C

B98

.04

130.

0512

9.58

0.48

0018

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0.01

2012

.25

7.88

1.55

7.10

1.40

0.94

0.00

> C

AP

AC

ITY

130

L-M

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D-2

0-P

Pip

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PD

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MH

J-M

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D-2

0-C

B67

.15

130.

0913

0.07

0.03

0018

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0.01

2012

.25

1.96

6.24

6.93

1.50

1.00

24.0

0S

UR

CH

AR

GE

D13

1L-

M-W

PD

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PP

ipe

J-M

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D-2

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BJ-

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PD

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MH

143.

6813

1.05

130.

450.

4200

18.0

000.

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12.2

57.

351.

676.

931.

501.

0028

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SU

RC

HA

RG

ED

132

L-M

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D-2

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Pip

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PD

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J-M

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B70

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131.

4013

1.14

0.37

0018

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0.01

208.

966.

921.

305.

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501.

0030

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SU

RC

HA

RG

ED

133

L-M

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D-2

3-P

Pip

eJ-

M-W

PD

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IJ-

M-W

PD

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CB

60.6

913

9.63

136.

005.

9800

18.0

000.

0240

8.67

13.9

20.

627.

431.

190.

790.

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alcu

late

d13

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M-W

PD

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PP

ipe

J-M

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D-2

6-C

BJ-

M-W

PD

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O17

3.48

154.

2615

3.39

0.50

0012

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0.02

403.

271.

372.

404.

790.

830.

830.

00>

CA

PA

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0.00

Baseline Model - 100-Year Event

Appendix B Page 32 of 157

Page 46: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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Baseline Model - 100-Year Event

Appendix B Page 33 of 157

Page 47: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)1 J-L-WPD-01-CB 77.99 84.00 6.01 77.99 0.00 84.00 0.00 0.00 0.002 J-M-B-02-MH 18.14 23.00 4.86 18.14 0.00 23.00 0.00 0.00 0.003 J-M-B-03-D 19.58 124.25 104.67 19.58 0.00 124.25 0.00 0.00 0.004 J-M-B-04-D 33.12 121.62 88.50 33.12 0.00 121.62 0.00 0.00 0.005 J-M-B-05-D 45.37 119.53 74.16 45.37 0.00 119.53 0.00 0.00 0.006 J-M-B-06-MH 58.29 68.80 10.51 58.29 0.00 68.80 0.00 0.00 0.007 J-M-BBC-01-MH 74.36 80.62 6.26 74.36 0.00 80.62 0.00 20000.00 0.008 J-M-BBC-02-MH 75.14 81.62 6.48 75.14 0.00 81.62 0.00 0.00 0.009 J-M-BBC-03-MH 76.76 84.62 7.86 76.76 0.00 84.62 0.00 0.00 0.00

10 J-M-BBC-04-CB 84.70 90.22 5.52 84.70 0.00 90.22 0.00 11497.00 0.0011 J-M-BBN-01-MH 83.24 91.21 7.97 83.24 0.00 91.21 0.00 0.00 0.0012 J-M-BBN-02-MH 86.01 94.48 8.47 86.01 0.00 94.48 0.00 0.00 0.0013 J-M-BBN-03-MH 87.02 96.59 9.57 87.02 0.00 96.59 0.00 0.00 0.0014 J-M-BBN-04-MH 87.55 97.48 9.93 87.55 0.00 97.48 0.00 0.00 0.0015 J-M-BBN-05-MH 88.82 99.87 11.05 88.82 0.00 99.87 0.00 0.00 0.0016 J-M-F-01-MH 68.27 74.57 6.30 68.27 0.00 74.57 0.00 0.00 0.0017 J-M-F-02-CB 68.67 74.98 6.31 68.67 0.00 74.98 0.00 0.00 0.0018 J-M-F-03-MH 68.92 75.02 6.10 68.92 0.00 75.02 0.00 0.00 0.0019 J-M-F-04-MH 69.48 75.35 5.87 69.48 0.00 75.35 0.00 0.00 0.0020 J-M-F-05-MH 68.50 74.12 5.62 68.50 0.00 74.12 0.00 0.00 0.0021 J-M-F-06-MH 72.00 77.62 5.62 72.00 0.00 77.62 0.00 0.00 0.0022 J-M-F-07-MH 75.50 81.12 5.62 75.50 0.00 81.12 0.00 0.00 0.0023 J-M-F-08-MH 79.00 84.62 5.62 79.00 0.00 84.62 0.00 0.00 0.0024 J-M-GTN-01-MH 87.82 97.29 9.47 87.82 0.00 97.29 0.00 0.00 0.0025 J-M-GTN-02-MH 88.17 98.09 9.92 88.17 0.00 98.09 0.00 0.00 0.0026 J-M-GTN-03-MH 88.92 97.86 8.94 88.92 0.00 97.86 0.00 0.00 0.0027 J-M-GTN-04-MH 89.81 96.28 6.47 89.81 0.00 96.28 0.00 5407.00 0.0028 J-M-GTN-05-MH 90.31 95.53 5.22 90.31 0.00 95.53 0.00 20622.00 0.0029 J-M-GTN-06-MH 92.16 97.24 5.08 92.16 0.00 97.24 0.00 0.00 0.0030 J-M-GTN-07-MH 93.15 98.46 5.31 93.15 0.00 98.46 0.00 0.00 0.0031 J-M-GTS-01-MH 84.01 92.49 8.48 84.01 0.00 92.49 0.00 13893.00 0.0032 J-M-GTS-02-MH 84.49 91.89 7.40 84.49 0.00 91.89 0.00 16141.00 0.0033 J-M-GTS-03-MH 85.25 92.15 6.90 85.25 0.00 92.15 0.00 18029.00 0.0034 J-M-GTS-04-MH 87.54 94.49 6.95 87.54 0.00 94.49 0.00 0.00 0.0035 J-M-GTS-05-MH 88.86 95.92 7.06 88.86 0.00 95.92 0.00 0.00 0.0036 J-M-GTS-06-MH 89.30 96.48 7.18 89.30 0.00 96.48 0.00 0.00 0.0037 J-M-GTS-07-MH 90.98 98.10 7.12 90.98 0.00 98.10 0.00 0.00 0.0038 J-M-GTS-08-MH 91.76 100.61 8.85 91.76 0.00 100.61 0.00 0.00 0.0039 J-M-GTS-09-MH 92.03 101.38 9.35 92.03 0.00 101.38 0.00 0.00 0.0040 J-M-GTS-10-MH 92.36 102.32 9.96 92.36 0.00 102.32 0.00 0.00 0.0041 J-M-GTS-12-MH 93.05 101.43 8.38 93.05 0.00 101.43 0.00 0.00 0.0042 J-M-GTS-13-MH 93.34 100.14 6.80 93.34 0.00 100.14 0.00 0.00 0.0043 J-M-M-01-MH 61.67 70.50 8.83 61.67 0.00 70.50 0.00 0.00 0.0044 J-M-M-02-MH 62.92 71.00 8.08 62.92 0.00 71.00 0.00 0.00 0.0045 J-M-M-03-CB 63.72 70.75 7.03 63.72 0.00 70.75 0.00 35000.00 0.0046 J-M-M-04-MH 65.33 72.18 6.85 65.33 0.00 72.18 0.00 0.00 0.0047 J-M-M-05-MH 66.98 74.59 7.61 66.98 0.00 74.59 0.00 0.00 0.0048 J-M-M-06-MH 67.65 75.24 7.59 67.65 0.00 75.24 0.00 0.00 0.0049 J-M-M-07-MH 68.39 76.87 8.48 68.39 0.00 76.87 0.00 0.00 0.0050 J-M-M-08-MH 68.81 77.97 9.16 68.81 0.00 77.97 0.00 0.00 0.0051 J-M-M-09-MH 69.56 79.62 10.06 69.56 0.00 79.62 0.00 0.00 0.0052 J-M-M-10-MH 69.95 80.52 10.57 69.95 0.00 80.52 0.00 0.00 0.0053 J-M-M-11-MH 70.34 81.51 11.17 70.34 0.00 81.51 0.00 0.00 0.0054 J-M-M-12-MH 70.83 83.82 12.99 70.83 0.00 83.82 0.00 0.00 0.0055 J-M-M-13-MH 72.04 79.62 7.58 72.04 0.00 79.62 0.00 30000.00 0.0056 J-M-M-14-MH 72.44 80.12 7.68 72.44 0.00 80.12 0.00 20000.00 0.0057 J-M-M-15-MH 73.78 82.50 8.72 73.78 0.00 82.50 0.00 0.00 0.0058 J-M-M-16-MH 75.39 84.00 8.61 75.39 0.00 84.00 0.00 0.00 0.0059 J-M-M-17-MH 75.86 84.50 8.64 75.86 0.00 84.50 0.00 0.00 0.0060 J-M-MRW-01-MH 109.03 115.61 6.58 109.03 0.00 115.61 0.00 0.00 0.0061 J-M-MRW-02-MH 111.03 117.07 6.04 111.03 0.00 117.07 0.00 0.00 0.0062 J-M-MRW-03-MH 112.75 128.03 15.28 112.75 0.00 128.03 0.00 0.00 0.0063 J-M-MRW-04-MH 120.68 136.83 16.15 120.68 0.00 136.83 0.00 0.00 0.0064 J-M-MRW-05-MH 122.32 140.48 18.16 122.32 0.00 140.48 0.00 0.00 0.0065 J-M-MRW-06A-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0066 J-M-MRW-06B-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0067 J-M-MRW-07-MH 124.69 135.14 10.45 124.69 0.00 135.14 0.00 5755.00 0.0068 J-M-MRW-08-MH 125.38 137.16 11.78 125.38 0.00 137.16 0.00 0.00 0.0069 J-M-MRW-09-MH 125.98 139.48 13.50 125.98 0.00 139.48 0.00 0.00 0.0070 J-M-MRW-10-MH 126.59 138.92 12.33 126.59 0.00 138.92 0.00 0.00 0.0071 J-M-MRW-11-MH 127.34 136.88 9.54 127.34 0.00 136.88 0.00 4669.00 0.0072 J-M-MRW-12-MH 128.22 140.97 12.75 128.22 0.00 140.97 0.00 0.00 0.0073 J-M-MRW-13-MH 128.70 139.79 11.09 128.70 0.00 139.79 0.00 0.00 0.0074 J-M-MRW-14-MH 128.98 139.18 10.20 128.98 0.00 139.18 0.00 0.00 0.0075 J-M-MRW-15-MH 129.51 137.85 8.34 129.51 0.00 137.85 0.00 0.00 0.0076 J-M-MRW-16-MH 130.08 136.70 6.62 130.08 0.00 136.70 0.00 0.00 0.0077 J-M-MRW-17-MH 130.73 135.54 4.81 130.73 0.00 135.54 0.00 4746.00 0.0078 J-M-MRW-18-CB 130.93 135.35 4.42 130.93 0.00 135.35 0.00 6002.00 0.0079 J-M-MRW-20-CB 132.83 138.00 5.17 132.83 0.00 138.00 0.00 0.00 0.0080 J-M-MRW-21-MH 168.94 175.34 6.40 168.94 0.00 175.34 0.00 0.00 0.0081 J-M-MRW-22-CB 170.92 175.13 4.21 170.92 0.00 175.13 0.00 4403.00 0.0082 J-M-NE-01-MH 93.46 99.72 6.26 93.46 0.00 99.72 0.00 0.00 0.00

Baseline Model - 100-Year Event

Appendix B Page 34 of 157

Page 48: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)83 J-M-NE-02-MH 94.87 101.00 6.13 94.87 0.00 101.00 0.00 0.00 0.0084 J-M-NE-03-CB 95.75 101.72 5.97 95.75 0.00 101.72 0.00 8534.00 0.0085 J-M-NE-04-MH 95.92 102.04 6.12 95.92 0.00 102.04 0.00 8112.00 0.0086 J-M-NE-05-MH 96.80 103.25 6.45 96.80 0.00 103.25 0.00 0.00 0.0087 J-M-NE-06-MH 98.53 104.82 6.29 98.53 0.00 104.82 0.00 0.00 0.0088 J-M-NE-07-MH 99.73 105.98 6.25 99.73 0.00 105.98 0.00 0.00 0.0089 J-M-NE-08-MH 100.94 107.07 6.13 100.94 0.00 107.07 0.00 0.00 0.0090 J-M-NE-09-MH 102.08 108.17 6.09 102.08 0.00 108.17 0.00 0.00 0.0091 J-M-NE-10-MH 102.78 108.95 6.17 102.78 0.00 108.95 0.00 0.00 0.0092 J-M-NE-11-MH 103.34 109.71 6.37 103.34 0.00 109.71 0.00 0.00 0.0093 J-M-NE-12-MH 103.91 110.11 6.20 103.91 0.00 110.11 0.00 0.00 0.0094 J-M-NE-13-MH 107.69 114.29 6.60 107.69 0.00 114.29 0.00 14431.00 0.0095 J-M-NE-14-MH 110.78 117.06 6.28 110.78 0.00 117.06 0.00 0.00 0.0096 J-M-NE-15-MH 112.27 118.48 6.21 112.27 0.00 118.48 0.00 0.00 0.0097 J-M-NE-16-MH 114.34 120.49 6.15 114.34 0.00 120.49 0.00 0.00 0.0098 J-M-NE-17-MH 115.95 122.06 6.11 115.95 0.00 122.06 0.00 0.00 0.0099 J-M-NE-18-MH 117.53 123.60 6.07 117.53 0.00 123.60 0.00 0.00 0.00

100 J-M-NE-19-MH 118.80 125.76 6.96 118.80 0.00 125.76 0.00 0.00 0.00101 J-M-NE-20-CB 118.96 125.70 6.74 118.96 0.00 125.70 0.00 0.00 0.00102 J-M-NE-21-MH 119.66 127.00 7.34 119.66 0.00 127.00 0.00 0.00 0.00103 J-M-NE-22-MH 120.32 131.20 10.88 120.32 0.00 131.20 0.00 0.00 0.00104 J-M-NE-23-CB 118.22 129.00 10.78 118.22 0.00 129.00 0.00 170.00 0.00105 J-M-O-02-MH 65.19 72.70 7.51 65.19 0.00 72.70 0.00 0.00 0.00106 J-M-O-03-MH 79.80 90.75 10.95 79.80 0.00 90.75 0.00 0.00 0.00107 J-M-WG-01-MH 111.40 117.27 5.87 111.40 0.00 117.27 0.00 0.00 0.00108 J-M-WG-02-MH 111.67 117.96 6.29 111.67 0.00 117.96 0.00 0.00 0.00109 J-M-WG-03-MH 114.19 120.85 6.66 114.19 0.00 120.85 0.00 0.00 0.00110 J-M-WG-04-MH 117.42 124.43 7.01 117.42 0.00 124.43 0.00 0.00 0.00111 J-M-WPD-01-MH 76.43 84.41 7.98 76.43 0.00 84.41 0.00 0.00 0.00112 J-M-WPD-02-MH 77.53 85.53 8.00 77.53 0.00 85.53 0.00 0.00 0.00113 J-M-WPD-03-MH 78.64 87.80 9.16 78.64 0.00 87.80 0.00 0.00 0.00114 J-M-WPD-04-MH 79.24 88.89 9.65 79.24 0.00 88.89 0.00 0.00 0.00115 J-M-WPD-05-MH 80.17 90.36 10.19 80.17 0.00 90.36 0.00 0.00 0.00116 J-M-WPD-06-MH 81.07 92.44 11.37 81.07 0.00 92.44 0.00 0.00 0.00117 J-M-WPD-07-MH 81.87 94.05 12.18 81.87 0.00 94.05 0.00 0.00 0.00118 J-M-WPD-08-MH 84.03 95.61 11.58 84.03 0.00 95.61 0.00 0.00 0.00119 J-M-WPD-09-MH 86.50 97.41 10.91 86.50 0.00 97.41 0.00 0.00 0.00120 J-M-WPD-10-MH 92.33 99.29 6.96 92.33 0.00 99.29 0.00 0.00 0.00121 J-M-WPD-11-MH 95.22 102.23 7.01 95.22 0.00 102.23 0.00 0.00 0.00122 J-M-WPD-12-MH 100.36 107.42 7.06 100.36 0.00 107.42 0.00 0.00 0.00123 J-M-WPD-13-MH 104.33 111.41 7.08 104.33 0.00 111.41 0.00 0.00 0.00124 J-M-WPD-14-MH 108.84 115.97 7.13 108.84 0.00 115.97 0.00 0.00 0.00125 J-M-WPD-15-MH 111.25 118.16 6.91 111.25 0.00 118.16 0.00 0.00 0.00126 J-M-WPD-16-MH 116.36 122.51 6.15 116.36 0.00 122.51 0.00 0.00 0.00127 J-M-WPD-17-MH 119.26 125.44 6.18 119.26 0.00 125.44 0.00 0.00 0.00128 J-M-WPD-18-MH 122.28 128.52 6.24 122.28 0.00 128.52 0.00 0.00 0.00129 J-M-WPD-19-CB 129.04 134.11 5.07 129.04 0.00 134.11 0.00 0.00 0.00130 J-M-WPD-20-CB 130.05 135.61 5.56 130.05 0.00 135.61 0.00 0.00 0.00131 J-M-WPD-21-MH 130.09 137.19 7.10 130.09 0.00 137.19 0.00 0.00 0.00132 J-M-WPD-22-CB 131.05 136.11 5.06 131.05 0.00 136.11 0.00 200.00 0.00133 J-M-WPD-23-CB 131.40 138.74 7.34 131.40 0.00 138.74 0.00 0.00 0.00134 J-M-WPD-24-I 139.63 141.13 1.50 139.63 0.00 141.13 0.00 0.00 0.00135 J-M-WPD-25-O 153.39 154.39 1.00 153.39 0.00 154.39 0.00 0.00 0.00136 J-M-WPD-26-CB 154.26 160.16 5.90 154.26 0.00 160.16 0.00 0.00 0.00

Baseline Model - 100-Year Event

Appendix B Page 35 of 157

Page 49: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB 53.14 6.78 83.58 5.59 0.00 0.42 79.63 1.64 0 12:16 0 00:00 0.00 0.002 J-M-B-02-MH 27.47 0.00 21.59 3.45 0.00 1.41 21.33 3.19 0 12:46 0 00:00 0.00 0.003 J-M-B-03-D 27.47 0.00 26.43 6.85 0.00 97.82 22.69 3.11 0 12:46 0 00:00 0.00 0.004 J-M-B-04-D 27.47 0.00 34.57 1.45 0.00 87.05 33.85 0.73 0 12:46 0 00:00 0.00 0.005 J-M-B-05-D 27.47 0.00 46.48 1.11 0.00 73.05 46.02 0.65 0 12:45 0 00:00 0.00 0.006 J-M-B-06-MH 27.47 0.00 59.35 1.06 0.00 9.45 58.91 0.62 0 12:45 0 00:00 0.00 0.007 J-M-BBC-01-MH 5.46 0.00 80.65 6.29 0.03 0.00 76.09 1.73 0 13:41 0 13:19 0.23 63.008 J-M-BBC-02-MH 5.47 0.00 81.15 6.01 0.00 0.47 76.53 1.39 0 13:20 0 00:00 0.00 0.009 J-M-BBC-03-MH 5.58 0.00 84.09 7.33 0.00 0.53 77.75 0.99 0 12:30 0 00:00 0.00 0.00

10 J-M-BBC-04-CB 17.43 17.43 90.84 6.14 0.62 0.00 85.05 0.35 0 12:28 0 12:11 1.98 79.0011 J-M-BBN-01-MH 16.16 0.00 90.82 7.58 0.00 0.39 84.01 0.77 0 12:13 0 00:00 0.00 0.0012 J-M-BBN-02-MH 16.21 0.00 94.07 8.06 0.00 0.41 86.50 0.49 0 12:13 0 00:00 0.00 0.0013 J-M-BBN-03-MH 16.56 0.00 96.23 9.21 0.00 0.36 87.72 0.70 0 12:13 0 00:00 0.00 0.0014 J-M-BBN-04-MH 16.64 0.00 97.12 9.57 0.00 0.36 88.33 0.78 0 12:12 0 00:00 0.00 0.0015 J-M-BBN-05-MH 17.35 17.35 99.52 10.70 0.00 0.35 89.64 0.82 0 12:12 0 00:00 0.00 0.0016 J-M-F-01-MH 8.87 0.00 74.22 5.95 0.00 0.35 69.00 0.73 0 12:12 0 00:00 0.00 0.0017 J-M-F-02-CB 8.91 0.00 74.44 5.77 0.00 0.54 69.32 0.65 0 12:12 0 00:00 0.00 0.0018 J-M-F-03-MH 8.92 0.00 74.56 5.64 0.00 0.46 69.53 0.61 0 12:12 0 00:00 0.00 0.0019 J-M-F-04-MH 8.99 8.99 74.95 5.47 0.00 0.40 69.97 0.49 0 12:12 0 00:00 0.00 0.0020 J-M-F-05-MH 5.97 0.00 73.61 5.11 0.00 0.51 68.78 0.28 0 12:20 0 00:00 0.00 0.0021 J-M-F-06-MH 6.03 0.00 77.08 5.08 0.00 0.54 72.17 0.17 0 12:18 0 00:00 0.00 0.0022 J-M-F-07-MH 6.83 0.00 80.61 5.11 0.00 0.51 75.67 0.17 0 12:16 0 00:00 0.00 0.0023 J-M-F-08-MH 8.47 8.47 84.13 5.13 0.00 0.49 79.17 0.17 0 12:13 0 00:00 0.00 0.0024 J-M-GTN-01-MH 3.91 0.00 96.84 9.02 0.00 0.45 89.89 2.07 0 12:12 0 00:00 0.00 0.0025 J-M-GTN-02-MH 3.91 0.00 96.81 8.64 0.00 1.28 90.25 2.08 0 13:40 0 00:00 0.00 0.0026 J-M-GTN-03-MH 3.91 0.00 96.88 7.96 0.00 0.98 90.96 2.04 0 13:59 0 00:00 0.00 0.0027 J-M-GTN-04-MH 6.86 0.00 96.97 7.16 0.69 0.00 91.84 2.03 0 14:28 0 12:23 1.64 335.0028 J-M-GTN-05-MH 30.63 20.39 96.97 6.66 1.44 0.00 92.25 1.94 0 14:29 0 18:54 9.53 427.0029 J-M-GTN-06-MH 2.04 0.00 96.99 4.83 0.00 0.25 93.42 1.26 0 13:58 0 00:00 0.00 0.0030 J-M-GTN-07-MH 2.04 0.00 97.00 3.85 0.00 1.46 94.13 0.98 0 14:00 0 00:00 0.00 0.0031 J-M-GTS-01-MH 44.27 0.00 93.69 9.68 1.20 0.00 86.49 2.48 0 13:53 0 12:11 5.44 318.0032 J-M-GTS-02-MH 54.80 26.68 93.69 9.20 1.80 0.00 86.84 2.35 0 13:53 0 12:04 10.21 376.0033 J-M-GTS-03-MH 27.82 0.00 93.69 8.44 1.54 0.00 87.33 2.08 0 13:53 0 12:05 8.34 358.0034 J-M-GTS-04-MH 5.39 0.00 94.30 6.76 0.00 0.19 89.09 1.55 0 14:00 0 00:00 0.00 0.0035 J-M-GTS-05-MH 5.40 0.00 94.65 5.79 0.00 1.27 90.18 1.32 0 13:59 0 00:00 0.00 0.0036 J-M-GTS-06-MH 5.39 0.00 94.84 5.54 0.00 1.64 90.59 1.29 0 13:49 0 00:00 0.00 0.0037 J-M-GTS-07-MH 5.00 0.00 95.18 4.20 0.00 2.92 91.95 0.97 0 13:58 0 00:00 0.00 0.0038 J-M-GTS-08-MH 5.00 0.00 95.69 3.93 0.00 4.92 92.76 1.00 0 13:59 0 00:00 0.00 0.0039 J-M-GTS-09-MH 5.00 0.00 95.95 3.92 0.00 5.43 93.04 1.01 0 13:59 0 00:00 0.00 0.0040 J-M-GTS-10-MH 5.08 0.00 96.19 3.83 0.00 6.13 93.35 0.99 0 13:59 0 00:00 0.00 0.0041 J-M-GTS-12-MH 5.30 0.00 96.62 3.57 0.00 4.81 93.97 0.92 0 13:59 0 00:00 0.00 0.0042 J-M-GTS-13-MH 5.35 0.00 96.87 3.53 0.00 3.27 94.28 0.94 0 13:59 0 00:00 0.00 0.0043 J-M-M-01-MH 27.47 0.00 63.22 1.55 0.00 7.28 62.51 0.84 0 12:45 0 00:00 0.00 0.0044 J-M-M-02-MH 27.47 0.00 67.62 4.70 0.00 3.38 64.56 1.64 0 12:45 0 00:00 0.00 0.0045 J-M-M-03-CB 54.95 19.99 71.30 7.58 0.55 0.00 65.86 2.14 0 12:45 0 12:12 6.53 113.0046 J-M-M-04-MH 32.43 0.00 71.86 6.53 0.00 0.32 67.09 1.76 0 12:13 0 00:00 0.00 0.0047 J-M-M-05-MH 32.95 8.16 74.21 7.23 0.00 0.38 68.69 1.71 0 12:12 0 00:00 0.00 0.0048 J-M-M-06-MH 17.63 0.00 75.09 7.44 0.00 0.15 69.54 1.89 0 12:11 0 00:00 0.00 0.0049 J-M-M-07-MH 17.63 0.00 76.23 7.84 0.00 0.64 70.54 2.15 0 12:11 0 00:00 0.00 0.0050 J-M-M-08-MH 17.63 0.00 77.15 8.34 0.00 0.82 71.24 2.43 0 12:11 0 00:00 0.00 0.0051 J-M-M-09-MH 17.63 5.27 78.33 8.77 0.00 1.29 72.09 2.53 0 12:11 0 00:00 0.00 0.0052 J-M-M-10-MH 17.47 0.00 78.72 8.77 0.00 1.80 72.77 2.82 0 12:11 0 00:00 0.00 0.0053 J-M-M-11-MH 17.47 0.00 79.12 8.78 0.00 2.39 73.39 3.05 0 12:11 0 00:00 0.00 0.0054 J-M-M-12-MH 17.47 2.77 79.53 8.70 0.00 4.29 73.97 3.14 0 12:11 0 00:00 0.00 0.0055 J-M-M-13-MH 34.65 16.08 80.65 8.61 1.03 0.00 75.36 3.32 0 13:43 0 12:11 10.25 326.0056 J-M-M-14-MH 15.40 0.00 80.66 8.22 0.54 0.00 75.83 3.39 0 13:43 0 12:18 3.39 248.0057 J-M-M-15-MH 15.40 0.00 81.49 7.71 0.00 1.01 76.79 3.01 0 13:31 0 00:00 0.00 0.0058 J-M-M-16-MH 15.40 0.00 82.46 7.07 0.00 1.54 77.96 2.57 0 12:16 0 00:00 0.00 0.0059 J-M-M-17-MH 15.40 0.00 83.20 7.34 0.00 1.30 78.56 2.70 0 12:15 0 00:00 0.00 0.0060 J-M-MRW-01-MH 31.48 0.00 115.59 6.56 0.00 0.02 110.60 1.57 0 12:12 0 00:00 0.00 0.0061 J-M-MRW-02-MH 31.65 5.91 116.78 5.75 0.00 0.29 112.13 1.10 0 12:12 0 00:00 0.00 0.0062 J-M-MRW-03-MH 15.43 0.00 121.57 8.82 0.00 6.46 114.00 1.25 0 12:23 0 00:00 0.00 0.0063 J-M-MRW-04-MH 15.43 0.00 126.04 5.36 0.00 10.79 121.30 0.62 0 12:28 0 00:00 0.00 0.0064 J-M-MRW-05-MH 15.43 0.00 131.26 8.94 0.00 9.22 123.41 1.09 0 12:27 0 00:00 0.00 0.0065 J-M-MRW-06A-MH 35.36 0.00 136.45 12.46 0.84 0.00 125.28 1.29 0 12:30 0 12:12 2.84 85.0066 J-M-MRW-06B-MH 50.90 49.97 136.49 12.50 0.88 0.00 129.24 5.25 0 12:29 0 12:11 2.99 89.0067 J-M-MRW-07-MH 10.40 0.00 136.49 11.80 1.35 0.00 129.36 4.67 0 12:26 0 12:02 2.21 100.0068 J-M-MRW-08-MH 7.85 0.00 136.57 11.19 0.00 0.59 129.50 4.12 0 12:15 0 00:00 0.00 0.0069 J-M-MRW-09-MH 7.85 0.00 136.73 10.75 0.00 2.75 129.67 3.69 0 12:15 0 00:00 0.00 0.0070 J-M-MRW-10-MH 7.85 4.56 136.95 10.36 0.00 1.97 129.84 3.25 0 12:11 0 00:00 0.00 0.0071 J-M-MRW-11-MH 5.62 0.00 136.95 9.61 0.07 0.00 130.07 2.73 0 12:12 0 12:11 0.10 7.0072 J-M-MRW-12-MH 5.62 1.91 137.19 8.97 0.00 3.78 130.35 2.13 0 12:11 0 00:00 0.00 0.0073 J-M-MRW-13-MH 5.18 0.00 137.44 8.74 0.00 2.35 130.57 1.87 0 12:11 0 00:00 0.00 0.0074 J-M-MRW-14-MH 9.59 9.59 137.65 8.67 0.00 1.53 130.70 1.72 0 12:11 0 00:00 0.00 0.0075 J-M-MRW-15-MH 5.88 0.00 137.00 7.49 0.00 0.85 130.89 1.38 0 12:11 0 00:00 0.00 0.0076 J-M-MRW-16-MH 5.88 0.00 136.34 6.26 0.00 0.36 131.15 1.07 0 12:11 0 00:00 0.00 0.0077 J-M-MRW-17-MH 5.89 0.00 135.82 5.09 0.28 0.00 131.51 0.78 0 13:09 0 12:11 0.38 103.0078 J-M-MRW-18-CB 4.44 0.00 135.85 4.92 0.50 0.00 131.87 0.94 0 13:41 0 13:04 0.82 105.0079 J-M-MRW-20-CB 5.32 0.00 137.10 4.27 0.00 0.90 136.90 4.07 0 12:13 0 00:00 0.00 0.0080 J-M-MRW-21-MH 5.32 0.00 169.53 0.59 0.00 5.81 169.04 0.10 0 12:13 0 00:00 0.00 0.0081 J-M-MRW-22-CB 8.17 8.17 175.29 4.37 0.16 0.00 171.09 0.17 0 12:13 0 12:11 0.20 14.00

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

82 J-M-NE-01-MH 5.43 0.00 97.02 3.56 0.00 2.70 94.43 0.97 0 13:59 0 00:00 0.00 0.0083 J-M-NE-02-MH 4.95 0.00 100.16 5.29 0.00 0.84 96.17 1.30 0 14:26 0 00:00 0.00 0.0084 J-M-NE-03-CB 21.50 12.18 102.90 7.15 1.18 0.00 97.45 1.70 0 14:29 0 12:10 8.10 320.0085 J-M-NE-04-MH 16.16 0.00 102.90 6.98 0.86 0.00 97.56 1.64 0 14:29 0 12:11 7.24 285.0086 J-M-NE-05-MH 11.42 0.00 102.90 6.10 0.00 0.35 98.28 1.48 0 14:28 0 00:00 0.00 0.0087 J-M-NE-06-MH 11.47 0.00 104.42 5.89 0.00 0.40 99.74 1.21 0 12:13 0 00:00 0.00 0.0088 J-M-NE-07-MH 11.49 0.00 105.58 5.85 0.00 0.40 100.82 1.09 0 12:13 0 00:00 0.00 0.0089 J-M-NE-08-MH 11.54 0.00 106.67 5.73 0.00 0.40 101.90 0.96 0 12:12 0 00:00 0.00 0.0090 J-M-NE-09-MH 11.64 0.00 107.77 5.69 0.00 0.40 102.93 0.85 0 12:12 0 00:00 0.00 0.0091 J-M-NE-10-MH 11.66 0.00 108.55 5.77 0.00 0.40 103.61 0.83 0 12:12 0 00:00 0.00 0.0092 J-M-NE-11-MH 11.82 6.89 109.31 5.97 0.00 0.40 104.18 0.84 0 12:12 0 00:00 0.00 0.0093 J-M-NE-12-MH 5.17 0.00 109.53 5.62 0.00 0.58 104.65 0.74 0 12:12 0 00:00 0.00 0.0094 J-M-NE-13-MH 18.32 14.58 114.92 7.23 0.63 0.00 108.41 0.72 0 12:45 0 12:11 3.55 123.0095 J-M-NE-14-MH 11.05 0.00 116.65 5.87 0.00 0.41 111.22 0.44 0 12:15 0 00:00 0.00 0.0096 J-M-NE-15-MH 11.21 0.00 118.06 5.79 0.00 0.42 112.65 0.38 0 12:14 0 00:00 0.00 0.0097 J-M-NE-16-MH 11.50 0.00 120.07 5.73 0.00 0.42 114.62 0.28 0 12:14 0 00:00 0.00 0.0098 J-M-NE-17-MH 11.65 0.00 121.65 5.70 0.00 0.41 116.20 0.25 0 12:13 0 00:00 0.00 0.0099 J-M-NE-18-MH 12.04 0.00 123.19 5.66 0.00 0.41 117.77 0.24 0 12:12 0 00:00 0.00 0.00

100 J-M-NE-19-MH 12.34 8.74 125.35 6.55 0.00 0.41 119.08 0.28 0 12:12 0 00:00 0.00 0.00101 J-M-NE-20-CB 3.74 0.00 125.35 6.39 0.00 0.35 119.21 0.25 0 12:12 0 00:00 0.00 0.00102 J-M-NE-21-MH 3.75 0.00 126.86 7.20 0.00 0.14 119.88 0.22 0 12:12 0 00:00 0.00 0.00103 J-M-NE-22-MH 3.74 0.00 128.37 8.05 0.00 2.83 120.53 0.21 0 12:12 0 00:00 0.00 0.00104 J-M-NE-23-CB 4.86 4.86 131.01 12.79 2.01 0.00 121.85 3.63 0 12:12 0 12:08 0.12 11.00105 J-M-O-02-MH 49.96 0.00 72.28 7.09 0.00 0.42 69.88 4.69 0 12:14 0 00:00 0.00 0.00106 J-M-O-03-MH 49.97 0.00 82.24 2.44 0.00 8.51 80.08 0.28 0 12:14 0 00:00 0.00 0.00107 J-M-WG-01-MH 10.79 0.00 116.84 5.44 0.00 0.43 112.27 0.87 0 12:12 0 00:00 0.00 0.00108 J-M-WG-02-MH 10.84 0.00 117.52 5.85 0.00 0.44 112.47 0.80 0 12:12 0 00:00 0.00 0.00109 J-M-WG-03-MH 10.98 0.00 120.40 6.21 0.00 0.45 114.64 0.45 0 12:12 0 00:00 0.00 0.00110 J-M-WG-04-MH 11.13 11.13 123.98 6.56 0.00 0.45 117.69 0.27 0 12:12 0 00:00 0.00 0.00111 J-M-WPD-01-MH 60.86 0.00 83.98 7.55 0.00 0.43 79.15 2.72 0 12:14 0 00:00 0.00 0.00112 J-M-WPD-02-MH 60.80 0.00 85.10 7.57 0.00 0.43 79.95 2.42 0 12:14 0 00:00 0.00 0.00113 J-M-WPD-03-MH 61.07 12.38 87.34 8.70 0.00 0.46 80.92 2.28 0 12:14 0 00:00 0.00 0.00114 J-M-WPD-04-MH 53.18 0.00 88.43 9.19 0.00 0.46 81.52 2.28 0 12:14 0 00:00 0.00 0.00115 J-M-WPD-05-MH 103.64 19.41 89.90 9.73 0.00 0.46 82.28 2.11 0 12:13 0 00:00 0.00 0.00116 J-M-WPD-06-MH 72.15 0.00 92.02 10.95 0.00 0.42 84.01 2.94 0 12:13 0 00:00 0.00 0.00117 J-M-WPD-07-MH 85.02 15.82 93.64 11.77 0.00 0.41 85.39 3.52 0 12:13 0 00:00 0.00 0.00118 J-M-WPD-08-MH 69.39 0.00 95.20 11.17 0.00 0.41 86.88 2.85 0 12:12 0 00:00 0.00 0.00119 J-M-WPD-09-MH 70.95 18.11 96.99 10.49 0.00 0.42 88.90 2.40 0 12:12 0 00:00 0.00 0.00120 J-M-WPD-10-MH 55.51 0.00 98.81 6.48 0.00 0.48 93.72 1.39 0 12:13 0 00:00 0.00 0.00121 J-M-WPD-11-MH 55.54 0.00 101.73 6.51 0.00 0.50 96.45 1.23 0 12:13 0 00:00 0.00 0.00122 J-M-WPD-12-MH 56.21 0.00 106.93 6.57 0.00 0.49 101.46 1.10 0 12:12 0 00:00 0.00 0.00123 J-M-WPD-13-MH 56.53 0.00 110.91 6.58 0.00 0.50 105.44 1.11 0 12:12 0 00:00 0.00 0.00124 J-M-WPD-14-MH 56.80 15.15 115.47 6.63 0.00 0.50 109.91 1.07 0 12:12 0 00:00 0.00 0.00125 J-M-WPD-15-MH 12.21 0.00 117.39 6.14 0.00 0.77 111.74 0.49 0 12:15 0 00:00 0.00 0.00126 J-M-WPD-16-MH 12.21 0.00 121.02 4.66 0.00 1.49 116.57 0.21 0 12:14 0 00:00 0.00 0.00127 J-M-WPD-17-MH 12.21 0.00 123.41 4.15 0.00 2.03 119.46 0.20 0 12:14 0 00:00 0.00 0.00128 J-M-WPD-18-MH 12.21 0.00 125.93 3.65 0.00 2.59 122.48 0.20 0 12:14 0 00:00 0.00 0.00129 J-M-WPD-19-CB 12.25 0.00 130.18 1.14 0.00 3.93 129.22 0.18 0 12:14 0 00:00 0.00 0.00130 J-M-WPD-20-CB 12.25 0.00 132.99 2.94 0.00 2.62 130.34 0.29 0 12:13 0 00:00 0.00 0.00131 J-M-WPD-21-MH 12.25 0.00 134.59 4.50 0.00 2.60 130.53 0.44 0 12:13 0 00:00 0.00 0.00132 J-M-WPD-22-CB 14.16 7.32 137.12 6.07 1.01 0.00 131.37 0.32 0 12:13 0 12:12 0.07 12.00133 J-M-WPD-23-CB 8.67 0.00 137.87 6.47 0.00 0.87 131.69 0.29 0 12:13 0 00:00 0.00 0.00134 J-M-WPD-24-I 15.59 0.00 140.51 0.88 0.00 0.62 139.80 0.17 0 12:17 0 00:00 0.00 0.00135 J-M-WPD-25-O 3.27 0.00 154.05 0.66 0.00 0.34 153.66 0.27 0 11:58 0 00:00 0.00 0.00136 J-M-WPD-26-CB 15.97 15.97 159.73 5.47 0.00 0.43 154.76 0.50 0 12:12 0 00:00 0.00 0.00

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Channel InputSN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial Flap

ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow GateElevation Offset Elevation Offset

(ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs)1 L-M-B-01-C 30.00 21.00 2.86 16.00 0.00 5.00 16.6700 Trapezoidal 2.000 20.000 0.0800 0.0000 0.0000 0.0000 0.00 No2 L-M-M-01-C 351.84 70.70 5.51 40.00 0.00 30.70 8.7300 Triangular 2.000 8.000 0.0350 0.0000 0.0000 0.0000 0.00 No3 L-M-MRW-20-D 15.00 137.00 4.17 136.00 5.00 1.00 6.6700 Rectangular 1.000 20.000 0.0320 0.0000 0.0000 0.0000 0.00 No4 L-M-WPD-24-C 326.79 153.39 0.00 139.63 0.00 13.76 4.2100 Triangular 1.000 4.000 0.0300 0.0000 0.0000 0.0000 0.00 No5 L-O-BBN-01-C 59.64 90.59 7.35 89.49 9.32 1.10 1.8400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No6 L-O-BBN-02-C 148.55 93.86 7.85 90.59 7.35 3.27 2.2000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No7 L-O-BBN-03-C 192.72 95.97 8.95 93.86 7.85 2.11 1.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No8 L-O-BBN-04-C 84.97 96.86 9.31 95.97 8.95 0.89 1.0500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No9 L-O-BBN-05-C 240.15 99.25 10.43 96.86 9.31 2.39 1.0000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

10 L-O-F-01-C 155.72 71.56 6.23 70.13 6.41 1.43 0.9200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No11 L-O-F-02-C 210.68 73.97 6.99 71.56 6.23 2.41 1.1400 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No12 L-O-F-07-C 178.77 73.50 5.00 70.13 6.41 3.37 1.8900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No13 L-O-F-08-C 167.47 77.00 5.00 73.50 5.00 3.50 2.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No14 L-O-F-09-C 243.56 80.50 5.00 77.00 5.00 3.50 1.4400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No15 L-O-F-10-C 265.18 84.00 5.00 80.50 5.00 3.50 1.3200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No16 L-O-F-11-C 32.00 73.95 5.68 73.97 6.99 -0.02 -0.0600 Rectangular 0.620 50.000 0.0130 0.0000 0.0000 0.0000 0.00 No17 L-O-F-12-C 24.65 74.36 5.69 73.95 5.68 0.41 1.6600 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No18 L-O-F-13-C 19.50 74.40 5.48 74.36 5.69 0.04 0.2100 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No19 L-O-F-14-C 46.77 74.73 5.25 74.40 5.48 0.33 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No20 L-O-F-15-C 125.40 80.00 5.64 79.00 6.96 1.00 0.8000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No21 L-O-F-16-C 89.22 81.00 5.86 80.00 5.64 1.00 1.1200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No22 L-O-F-17-C 187.75 84.00 7.24 81.00 5.86 3.00 1.6000 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No23 L-O-F-18-C 95.31 79.50 7.06 79.00 6.96 0.50 0.5200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No24 L-O-GTN-01-C 111.25 95.66 5.85 94.91 4.60 0.75 0.6700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No25 L-O-GTS-01-C 84.75 91.87 7.86 91.27 6.78 0.60 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No26 L-O-GTS-02-C 51.85 91.53 6.28 91.27 6.78 0.26 0.5000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No27 L-O-HW-01-C 535.00 105.15 7.29 82.41 4.42 22.74 4.2500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No28 L-O-MRW-01-C 157.90 116.45 5.42 114.99 5.96 1.46 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No29 L-O-MRW-02-C 24.20 114.99 5.96 115.10 6.26 -0.11 -0.4500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No30 L-O-NE-01-C 20.59 101.42 5.50 101.10 5.35 0.32 1.5500 Rectangular 0.620 200.000 0.0130 0.0000 0.0000 0.0000 0.00 No31 L-O-NE-02-C 128.47 102.63 5.83 101.42 5.50 1.21 0.9400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No32 L-O-NE-03-C 160.18 104.20 5.67 102.63 5.83 1.57 0.9800 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No33 L-O-NE-04-C 109.25 105.36 5.63 104.20 5.67 1.16 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No34 L-O-NE-05-C 105.84 106.45 5.51 105.36 5.63 1.09 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No35 L-O-NE-06-C 106.34 107.55 5.47 106.45 5.51 1.10 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No36 L-O-NE-07-C 66.71 108.33 5.55 107.55 5.47 0.78 1.1700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No37 L-O-NE-08-C 71.90 109.09 5.75 108.33 5.55 0.76 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No38 L-O-NE-09-C 33.00 109.49 5.58 109.09 5.75 0.40 1.2100 Rectangular 0.620 100.000 0.0270 0.0000 0.0000 0.0000 0.00 No39 L-O-NE-10-C 240.65 116.44 5.66 113.67 5.98 2.77 1.1500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No40 L-O-NE-11-C 115.13 117.86 5.59 116.44 5.66 1.42 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No41 L-O-NE-12-C 165.49 119.87 5.53 117.86 5.59 2.01 1.2100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No42 L-O-NE-13-C 127.38 121.44 5.49 119.87 5.53 1.57 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No43 L-O-NE-14-C 130.95 122.98 5.45 121.44 5.49 1.54 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No44 L-O-NE-15-C 165.36 125.14 6.34 122.98 5.45 2.16 1.3100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No45 L-O-NE-16-C 18.67 125.14 6.34 125.08 6.12 0.06 0.3200 Rectangular 0.620 100.000 0.0130 0.0000 0.0000 0.0000 0.00 No46 L-O-WG-01-C 27.52 116.55 5.15 116.45 5.42 0.10 0.3600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No47 L-O-WG-02-C 36.55 117.34 5.67 116.55 5.15 0.79 2.1600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No48 L-O-WG-03-C 143.54 120.23 6.04 117.34 5.67 2.89 2.0100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No49 L-O-WG-04-C 175.82 123.81 6.39 120.23 6.04 3.58 2.0400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No50 L-O-WPD-01-C 126.67 83.54 7.11 82.41 4.42 1.13 0.8900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No51 L-O-WPD-02-C 111.35 84.66 7.13 83.54 7.11 1.12 1.0100 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No52 L-O-WPD-03-C 215.30 86.93 8.29 84.66 7.13 2.27 1.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No53 L-O-WPD-04-C 123.99 88.02 8.78 86.93 8.29 1.09 0.8800 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No54 L-O-WPD-05-C 183.52 89.49 9.32 88.02 8.78 1.47 0.8000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No55 L-O-WPD-06-C 173.05 91.57 10.50 89.49 9.32 2.08 1.2000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No56 L-O-WPD-07-C 155.60 93.18 11.31 91.57 10.50 1.61 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No57 L-O-WPD-08-C 151.73 94.74 10.71 93.18 11.31 1.56 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No58 L-O-WPD-09-C 173.85 96.54 10.04 94.74 10.71 1.80 1.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No59 L-O-WPD-10-C 114.44 98.42 6.09 96.54 10.04 1.88 1.6400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No60 L-O-WPD-11-C 143.32 101.36 6.14 98.42 6.09 2.94 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No61 L-O-WPD-12-C 270.73 106.55 6.19 101.36 6.14 5.19 1.9200 User-Defined 0.870 55.800 0.0320 0.5000 0.5000 0.0000 0.00 No62 L-O-WPD-13-C 195.06 110.54 6.21 106.55 6.19 3.99 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No63 L-O-WPD-14-C 223.08 115.10 6.26 110.54 6.21 4.56 2.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No64 L-O-WPD-15-C 129.57 117.29 6.04 115.10 6.26 2.19 1.6900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No65 L-O-WPD-16-C 420.85 159.54 5.28 139.63 0.00 19.91 4.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

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Channel ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-M-B-01-C 27.47 0 12:46 260.13 0.11 4.74 0.11 0.59 0.30 0.00 1.012 L-M-M-01-C 49.96 0 12:14 93.14 0.54 9.96 0.59 1.58 0.79 0.00 0.943 L-M-MRW-20-D 5.32 0 12:13 225.04 0.02 2.60 0.10 0.10 0.10 0.00 0.864 L-M-WPD-24-C 3.32 0 12:08 11.89 0.28 5.61 0.97 0.75 0.75 0.00 1.515 L-O-BBN-01-C 12.60 0 12:13 164.34 0.08 3.00 0.33 0.29 0.52 0.00 0.026 L-O-BBN-02-C 11.06 0 12:13 179.54 0.06 3.56 0.70 0.21 0.36 0.00 0.027 L-O-BBN-03-C 12.50 0 12:13 126.62 0.10 3.03 1.06 0.25 0.41 0.00 0.038 L-O-BBN-04-C 13.29 0 12:12 123.85 0.11 3.03 0.47 0.26 0.43 0.00 0.039 L-O-BBN-05-C 13.08 0 12:12 120.72 0.11 2.96 1.35 0.26 0.43 0.00 0.03

10 L-O-F-01-C 17.36 0 12:13 115.96 0.15 1.41 1.84 0.46 0.74 0.00 0.0111 L-O-F-02-C 10.89 0 12:12 129.43 0.08 2.41 1.46 0.27 0.43 0.00 0.0112 L-O-F-07-C 1.56 0 12:20 166.15 0.01 0.19 15.68 0.36 0.59 0.00 0.0013 L-O-F-08-C 0.82 0 12:18 174.94 0.00 1.82 1.53 0.09 0.15 0.00 0.0014 L-O-F-09-C 1.56 0 12:16 145.06 0.01 2.00 2.03 0.11 0.18 0.00 0.0115 L-O-F-10-C 2.40 0 12:13 139.02 0.02 2.16 2.05 0.12 0.22 0.00 0.0116 L-O-F-11-C 8.61 0 12:12 63.37 0.14 0.68 0.78 0.25 0.41 0.00 0.0017 L-O-F-12-C 6.58 0 12:12 200.29 0.03 0.50 0.82 0.17 0.28 0.00 0.0018 L-O-F-13-C 7.30 0 12:12 70.34 0.10 0.82 0.40 0.12 0.19 0.00 0.0019 L-O-F-14-C 6.46 0 12:12 101.65 0.06 2.20 0.35 0.22 0.35 0.00 0.0120 L-O-F-15-C 4.97 0 12:21 108.06 0.05 0.50 4.18 0.62 1.00 63.00 0.0121 L-O-F-16-C 2.79 0 13:20 128.11 0.02 1.47 1.01 0.38 0.62 0.00 0.0122 L-O-F-17-C 1.05 0 12:30 152.97 0.01 1.29 2.43 0.12 0.19 0.00 0.0323 L-O-F-18-C 12.55 0 12:13 87.65 0.14 1.15 1.38 0.62 1.00 248.00 0.0424 L-O-GTN-01-C 30.18 0 18:54 99.36 0.30 2.10 0.88 0.62 1.00 335.00 0.0125 L-O-GTS-01-C 45.61 0 11:56 101.82 0.45 2.85 0.50 0.62 1.00 318.00 0.0326 L-O-GTS-02-C 21.58 0 12:05 85.69 0.25 1.03 0.84 0.62 1.00 358.00 0.0227 L-O-HW-01-C 9.99 0 12:12 435.26 0.02 2.91 3.06 0.53 0.61 0.00 1.4628 L-O-MRW-01-C 23.39 0 12:12 116.36 0.20 2.20 1.20 0.46 0.75 0.00 0.0429 L-O-MRW-02-C 27.56 0 12:12 81.59 0.34 1.93 0.21 0.50 0.80 0.00 0.0430 L-O-NE-01-C 10.49 0 12:14 1279.53 0.01 0.21 1.63 0.62 1.00 285.00 0.0031 L-O-NE-02-C 8.85 0 12:14 117.44 0.08 1.55 1.38 0.44 0.72 0.00 0.0232 L-O-NE-03-C 7.99 0 12:13 119.80 0.07 2.49 1.07 0.22 0.37 0.00 0.0633 L-O-NE-04-C 8.09 0 12:13 124.69 0.06 2.67 0.68 0.22 0.36 0.00 0.0934 L-O-NE-05-C 8.16 0 12:12 122.80 0.07 2.68 0.66 0.22 0.36 0.00 0.0935 L-O-NE-06-C 8.21 0 12:12 123.08 0.07 2.69 0.66 0.22 0.36 0.00 0.0936 L-O-NE-07-C 8.37 0 12:12 130.85 0.06 2.80 0.40 0.22 0.35 0.00 0.0937 L-O-NE-08-C 8.49 0 12:12 124.41 0.07 2.73 0.44 0.22 0.36 0.00 0.0938 L-O-NE-09-C 3.03 0 12:12 270.92 0.01 0.35 1.57 0.13 0.21 0.00 0.0139 L-O-NE-10-C 7.14 0 12:15 129.83 0.06 0.70 5.73 0.41 0.67 0.00 0.0040 L-O-NE-11-C 7.17 0 12:14 134.39 0.05 2.79 0.69 0.18 0.33 0.00 0.0141 L-O-NE-12-C 7.15 0 12:14 133.36 0.05 2.77 1.00 0.17 0.33 0.00 0.0142 L-O-NE-13-C 7.48 0 12:13 134.35 0.06 2.82 0.75 0.20 0.33 0.00 0.0143 L-O-NE-14-C 7.69 0 12:12 131.23 0.06 2.79 0.78 0.21 0.34 0.00 0.0144 L-O-NE-15-C 7.89 0 12:12 138.31 0.06 2.91 0.95 0.21 0.34 0.00 0.0145 L-O-NE-16-C 3.93 0 12:12 289.73 0.01 0.30 1.04 0.24 0.39 0.00 0.0046 L-O-WG-01-C 9.68 0 12:12 72.95 0.13 1.62 0.28 0.31 0.50 0.00 0.0347 L-O-WG-02-C 7.17 0 12:12 177.91 0.04 2.06 0.30 0.23 0.38 0.00 0.0148 L-O-WG-03-C 5.97 0 12:12 171.71 0.03 3.02 0.79 0.18 0.29 0.00 0.0149 L-O-WG-04-C 5.98 0 12:12 172.68 0.03 3.20 0.92 0.17 0.28 0.00 0.0150 L-O-WPD-01-C 43.18 0 12:14 199.40 0.22 2.61 0.81 0.63 0.75 0.00 0.0051 L-O-WPD-02-C 44.57 0 12:14 211.74 0.21 5.01 0.37 0.39 0.50 0.00 0.0252 L-O-WPD-03-C 39.92 0 12:14 216.78 0.18 4.72 0.76 0.37 0.49 0.00 0.0153 L-O-WPD-04-C 35.99 0 12:14 197.95 0.18 4.44 0.47 0.35 0.47 0.00 0.0154 L-O-WPD-05-C 35.28 0 12:14 188.95 0.19 4.30 0.71 0.35 0.48 0.00 0.0155 L-O-WPD-06-C 51.70 0 12:13 231.46 0.22 5.64 0.51 0.42 0.51 0.00 0.0656 L-O-WPD-07-C 52.73 0 12:13 214.75 0.25 5.43 0.48 0.45 0.53 0.00 0.0957 L-O-WPD-08-C 51.11 0 12:12 214.07 0.24 5.32 0.48 0.45 0.53 0.00 0.0758 L-O-WPD-09-C 49.68 0 12:12 214.82 0.23 5.26 0.55 0.45 0.52 0.00 0.0759 L-O-WPD-10-C 44.69 0 12:13 270.59 0.17 5.35 0.36 0.42 0.48 0.00 0.1360 L-O-WPD-11-C 42.03 0 12:13 302.38 0.14 5.83 0.41 0.37 0.44 0.00 0.1161 L-O-WPD-12-C 40.97 0 12:12 292.31 0.14 5.85 0.77 0.37 0.43 0.00 0.1162 L-O-WPD-13-C 42.44 0 12:12 301.95 0.14 6.08 0.53 0.37 0.43 0.00 0.1363 L-O-WPD-14-C 42.20 0 12:12 301.84 0.14 6.15 0.60 0.37 0.42 0.00 0.1264 L-O-WPD-15-C 1.09 0 12:15 274.47 0.00 0.43 5.02 0.21 0.25 0.00 0.0065 L-O-WPD-16-C 12.34 0 12:12 263.21 0.05 1.23 5.70 0.41 0.66 0.00 0.00

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

1 L-L-WPD-01-P 126.67 77.99 0.00 77.48 1.05 0.51 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 12 L-M-B-02-P 192.00 19.58 0.00 18.14 0.00 1.44 0.7500 CIRCULAR 22.560 22.560 0.0120 0.0000 1.0000 0.0000 0.00 13 L-M-B-03-P 468.61 33.12 0.00 19.58 0.00 13.54 2.8900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 14 L-M-B-04-P 299.45 45.37 0.00 33.12 0.00 12.25 4.0900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 15 L-M-B-05-P 231.94 58.29 0.00 45.37 0.00 12.92 5.5700 CIRCULAR 22.560 22.560 0.0120 0.5000 0.0000 0.0000 0.00 16 L-M-B-06-P 96.00 61.67 0.00 58.43 0.14 3.24 3.3800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 17 L-M-BBC-01-P 105.34 74.36 0.00 73.09 1.05 1.27 1.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 18 L-M-BBC-02-P 89.22 75.14 0.00 74.42 0.06 0.72 0.8100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 19 L-M-BBC-03-P 187.75 76.76 0.00 75.25 0.11 1.51 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1

10 L-M-BBC-04-P 279.30 84.70 0.00 76.77 0.01 7.93 2.8400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.8000 0.0000 0.00 111 L-M-BBN-01-P 59.64 83.24 0.00 83.00 2.83 0.24 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 112 L-M-BBN-02-P 148.55 86.01 0.00 83.29 0.05 2.72 1.8300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 113 L-M-BBN-03-P 192.72 87.02 0.00 86.05 0.04 0.97 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 114 L-M-BBN-04-P 84.97 87.55 0.00 87.17 0.15 0.38 0.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 115 L-M-BBN-05-P 240.15 88.82 0.00 87.62 0.07 1.20 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 116 L-M-F-01-P 32.00 68.27 0.00 67.01 0.03 1.26 3.9400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.7000 0.0000 0.00 117 L-M-F-02-P 24.65 68.67 0.00 68.35 0.08 0.32 1.3000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 118 L-M-F-03-P 19.50 68.92 0.00 68.77 0.10 0.15 0.7700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 119 L-M-F-04-P 46.77 69.48 0.00 69.02 0.10 0.46 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 120 L-M-F-05-P 165.27 68.50 0.00 63.77 0.05 4.73 2.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 121 L-M-F-06-P 154.55 72.00 0.00 68.50 0.00 3.50 2.2600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 122 L-M-F-07-P 225.62 75.50 0.00 72.00 0.00 3.50 1.5500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 123 L-M-F-08-P 235.53 79.00 0.00 75.50 0.00 3.50 1.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 124 L-M-GTN-01-P 78.25 87.82 0.00 87.51 1.01 0.31 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 125 L-M-GTN-02-P 75.03 88.17 0.00 87.87 0.05 0.30 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 126 L-M-GTN-03-P 174.55 88.92 0.00 88.22 0.05 0.70 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 127 L-M-GTN-04-P 210.09 89.81 0.00 88.97 0.05 0.84 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 128 L-M-GTN-05-P 111.25 90.31 0.00 89.86 0.05 0.45 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 129 L-M-GTN-06-P 225.10 92.16 0.00 90.36 0.05 1.80 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 130 L-M-GTN-07-P 118.17 93.15 0.00 92.21 0.05 0.94 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 131 L-M-GTN-08-P 121.86 93.46 0.00 93.20 0.05 0.26 0.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 132 L-M-GTS-01-P 244.86 84.01 0.00 82.78 0.91 1.23 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.9000 0.0000 0.00 133 L-M-GTS-02-P 84.75 84.49 0.00 84.09 0.08 0.40 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 134 L-M-GTS-03-P 51.85 85.25 0.00 84.99 0.50 0.26 0.5000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 135 L-M-GTS-04-P 280.32 87.54 0.00 85.30 0.05 2.24 0.8000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 136 L-M-GTS-05-P 140.88 88.86 0.00 87.59 0.05 1.27 0.9000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 137 L-M-GTS-06-P 47.21 89.30 0.00 88.91 0.05 0.39 0.8300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 138 L-M-GTS-07-P 159.01 90.98 0.00 89.43 0.13 1.55 0.9700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 139 L-M-GTS-08-P 245.39 91.76 0.00 91.03 0.05 0.73 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 140 L-M-GTS-09-P 73.73 92.03 0.00 91.81 0.05 0.22 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 141 L-M-GTS-10-P 92.35 92.36 0.00 92.08 0.05 0.28 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 142 L-M-GTS-12-P 192.36 93.05 0.00 92.41 0.05 0.64 0.3300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 143 L-M-GTS-13-P 81.34 93.34 0.00 93.10 0.05 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 144 L-M-GTS-14-P 23.31 93.46 0.00 93.39 0.05 0.07 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 145 L-M-M-01-P 230.09 62.92 0.00 61.77 0.10 1.15 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 146 L-M-M-02-P 150.92 63.72 0.00 62.97 0.05 0.75 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.8000 0.0000 0.00 147 L-M-M-03-P 155.72 65.33 0.00 63.77 0.05 1.56 1.0000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 148 L-M-M-04-P 210.68 66.98 0.00 65.38 0.05 1.60 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 149 L-M-M-05-P 83.68 67.65 0.00 67.01 0.03 0.64 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 150 L-M-M-06-P 151.88 68.39 0.00 67.86 0.21 0.53 0.3500 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 151 L-M-M-07-P 105.56 68.88 0.07 68.44 0.05 0.44 0.4200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 152 L-M-M-08-P 158.20 69.56 0.00 68.81 0.00 0.75 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 153 L-M-M-09-P 83.36 69.95 0.00 69.65 0.09 0.30 0.3600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 154 L-M-M-10-P 97.09 70.34 0.00 70.04 0.09 0.30 0.3100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 155 L-M-M-11-P 91.96 70.83 0.00 70.36 0.02 0.47 0.5100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 156 L-M-M-12-P 290.47 72.04 0.00 70.88 0.05 1.16 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 157 L-M-M-13-P 86.54 72.44 0.00 72.09 0.05 0.35 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 158 L-M-M-14-P 215.13 73.78 0.00 72.49 0.05 1.29 0.6000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 159 L-M-M-15-P 195.09 75.39 0.00 73.83 0.05 1.56 0.8000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 160 L-M-M-16-P 83.48 75.86 0.00 75.44 0.05 0.42 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 161 L-M-M-17-P 103.76 76.43 0.00 75.91 0.05 0.52 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 162 L-M-MRW-01-P 24.20 109.19 0.16 109.03 0.19 0.16 0.6600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 163 L-M-MRW-02-P 157.90 111.03 0.00 109.29 0.26 1.74 1.1000 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 164 L-M-MRW-03-P 185.40 112.75 0.00 111.24 0.21 1.51 0.8100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 165 L-M-MRW-04-P 179.40 120.68 0.00 112.85 0.10 7.83 4.3600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 166 L-M-MRW-05-P 219.90 122.32 0.00 120.79 0.11 1.53 0.7000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 167 L-M-MRW-06A-P 219.20 123.99 0.00 122.41 0.09 1.58 0.7200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 168 L-M-MRW-07-P 208.61 124.69 0.00 124.07 0.08 0.62 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 169 L-M-MRW-08-P 212.40 125.38 0.00 124.75 0.06 0.63 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 170 L-M-MRW-09-P 190.50 125.99 0.01 125.38 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 171 L-M-MRW-10-P 190.50 126.59 0.00 125.98 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 172 L-M-MRW-11-P 210.00 127.34 0.00 126.64 0.05 0.70 0.3300 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 173 L-M-MRW-12-P 298.70 128.22 0.00 127.39 0.05 0.83 0.2800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 174 L-M-MRW-13-P 143.60 128.70 0.00 128.24 0.02 0.46 0.3200 CIRCULAR 18.000 18.000 0.0120 0.5000 1.0000 0.0000 0.00 175 L-M-MRW-14-P 80.60 128.98 0.00 128.74 0.04 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.8000 0.0000 0.00 176 L-M-MRW-15-P 159.20 129.51 0.00 129.04 0.06 0.47 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 177 L-M-MRW-16-P 179.80 130.08 0.00 129.56 0.05 0.52 0.2900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 178 L-M-MRW-17-P 190.00 130.73 0.00 130.14 0.06 0.59 0.3100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 179 L-M-MRW-18-P 62.00 130.93 0.00 130.76 0.03 0.17 0.2700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 180 L-M-MRW-19-P 29.80 131.08 0.08 131.01 0.08 0.07 0.2300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

Baseline Model - 100-Year Event

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

81 L-M-MRW-21-P 204.87 168.94 0.00 132.83 0.00 36.11 17.6300 CIRCULAR 12.000 12.000 0.0240 0.5000 1.0000 0.0000 0.00 182 L-M-MRW-22-P 62.59 170.92 0.00 169.04 0.10 1.88 3.0000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.5000 0.0000 0.00 183 L-M-NE-01-P 148.00 94.87 0.00 93.59 0.13 1.28 0.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 184 L-M-NE-02-P 135.00 95.75 0.00 94.92 0.05 0.83 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 185 L-M-NE-03-P 13.07 95.92 0.00 95.76 0.01 0.16 1.2200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 186 L-M-NE-04-P 128.47 96.80 0.00 96.02 0.10 0.78 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 187 L-M-NE-05-P 160.18 98.53 0.00 96.90 0.10 1.63 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 188 L-M-NE-06-P 109.25 99.73 0.00 98.62 0.09 1.11 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 189 L-M-NE-07-P 105.84 100.94 0.00 99.82 0.09 1.12 1.0600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 190 L-M-NE-08-P 106.34 102.08 0.00 101.04 0.10 1.04 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 191 L-M-NE-09-P 66.71 102.78 0.00 102.18 0.10 0.60 0.9000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 192 L-M-NE-10-P 71.90 103.34 0.00 102.79 0.01 0.55 0.7600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 193 L-M-NE-11-P 33.00 103.91 0.00 103.43 0.09 0.48 1.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 194 L-M-NE-12-P 263.07 107.69 0.00 104.01 0.10 3.68 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 195 L-M-NE-13-P 216.36 110.78 0.00 107.75 0.06 3.03 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 196 L-M-NE-14-P 99.40 112.27 0.00 110.79 0.01 1.48 1.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 197 L-M-NE-15-P 140.42 114.34 0.00 112.37 0.10 1.97 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 198 L-M-NE-16-P 107.98 115.95 0.00 114.35 0.01 1.60 1.4800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 199 L-M-NE-17-P 105.84 117.53 0.00 115.96 0.01 1.57 1.4800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

100 L-M-NE-18-P 145.42 118.80 0.00 117.54 0.01 1.26 0.8700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1101 L-M-NE-19-P 13.07 118.96 0.00 118.90 0.10 0.06 0.4600 CIRCULAR 12.000 12.000 0.0120 0.7000 0.9000 0.0000 0.00 1102 L-M-NE-20-P 119.59 119.66 0.00 119.06 0.10 0.60 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1103 L-M-NE-21-P 112.30 120.32 0.00 119.76 0.10 0.56 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 1104 L-M-NE-22-P 246.00 121.65 3.43 120.42 0.10 1.23 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1105 L-M-O-02-P 97.80 79.80 0.00 65.19 0.00 14.61 14.9400 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1106 L-M-O-03-P 56.61 82.10 1.93 81.23 1.43 0.87 1.5400 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1107 L-M-WG-01-P 27.52 111.40 0.00 111.26 0.23 0.14 0.5100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 1108 L-M-WG-02-P 36.55 111.67 0.00 111.49 0.09 0.18 0.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1109 L-M-WG-03-P 143.54 114.19 0.00 111.77 0.10 2.42 1.6900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1110 L-M-WG-04-P 175.82 117.42 0.00 114.29 0.10 3.13 1.7800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1111 L-M-WPD-01-P 111.35 77.53 0.00 76.53 0.10 1.00 0.9000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1112 L-M-WPD-02-P 215.30 78.64 0.00 77.57 0.04 1.07 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 1113 L-M-WPD-03-P 106.13 79.24 0.00 78.72 0.08 0.52 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 1114 L-M-WPD-04-P 172.44 80.17 0.00 79.28 0.04 0.89 0.5200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1115 L-M-WPD-05-P 173.05 81.07 0.00 80.27 0.10 0.80 0.4600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1116 L-M-WPD-06-P 155.60 81.87 0.00 81.11 0.04 0.76 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1117 L-M-WPD-07-P 151.73 84.03 0.00 82.19 0.32 1.84 1.2100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1118 L-M-WPD-08-P 173.85 86.50 0.00 84.09 0.06 2.41 1.3900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1119 L-M-WPD-09-P 114.44 92.33 0.00 90.06 3.56 2.27 1.9800 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1120 L-M-WPD-10-P 143.32 95.22 0.00 92.37 0.04 2.85 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1121 L-M-WPD-11-P 253.06 100.36 0.00 95.29 0.07 5.07 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1122 L-M-WPD-12-P 195.06 104.33 0.00 100.44 0.08 3.89 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1123 L-M-WPD-13-P 223.08 108.84 0.00 104.38 0.05 4.46 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1124 L-M-WPD-14-P 115.42 111.25 0.00 108.95 0.11 2.30 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1125 L-M-WPD-15-P 251.54 116.36 0.00 111.31 0.06 5.05 2.0100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1126 L-M-WPD-16-P 143.28 119.26 0.00 116.45 0.09 2.81 1.9600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1127 L-M-WPD-17-P 153.77 122.28 0.00 119.31 0.05 2.97 1.9300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1128 L-M-WPD-18-P 261.40 129.04 0.00 122.41 0.13 6.63 2.5400 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1129 L-M-WPD-19-P 98.04 130.05 0.00 129.58 0.54 0.47 0.4800 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1130 L-M-WPD-20-P 67.15 130.09 0.00 130.07 0.02 0.02 0.0300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 1131 L-M-WPD-21-P 143.68 131.05 0.00 130.45 0.36 0.60 0.4200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1132 L-M-WPD-22-P 70.39 131.40 0.00 131.14 0.09 0.26 0.3700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1133 L-M-WPD-23-P 60.69 139.63 0.00 136.00 4.60 3.63 5.9800 CIRCULAR 18.000 18.000 0.0240 0.5000 0.8000 0.0000 0.00 1134 L-M-WPD-25-P 173.48 154.26 0.00 153.39 0.00 0.87 0.5000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.0000 0.0000 0.00 1

Baseline Model - 100-Year Event

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-L-WPD-01-P 2.10 0 11:45 2.45 0.86 2.68 0.79 1.00 1.00 786.00 0.29 SURCHARGED2 L-M-B-02-P 27.47 0 12:46 18.08 1.52 9.86 0.32 1.88 1.00 1372.00 0.01 SURCHARGED3 L-M-B-03-P 27.47 0 12:46 35.49 0.77 10.54 0.74 1.67 0.88 0.00 0.89 Calculated4 L-M-B-04-P 27.47 0 12:45 42.23 0.65 14.39 0.35 1.28 0.68 0.00 2.63 Calculated5 L-M-B-05-P 27.47 0 12:45 49.28 0.56 16.57 0.23 1.08 0.57 0.00 3.08 Calculated6 L-M-B-06-P 27.47 0 12:45 45.02 0.61 12.29 0.13 1.34 0.67 0.00 2.22 Calculated7 L-M-BBC-01-P 2.36 0 11:57 4.24 0.56 3.11 0.56 1.00 1.00 788.00 0.36 SURCHARGED8 L-M-BBC-02-P 3.33 0 12:04 3.47 0.96 4.24 0.35 1.00 1.00 547.00 0.47 SURCHARGED9 L-M-BBC-03-P 4.43 0 12:04 3.46 1.28 5.64 0.55 1.00 1.00 373.00 0.60 SURCHARGED

10 L-M-BBC-04-P 5.58 0 12:01 6.50 0.86 7.10 0.66 1.00 1.00 81.00 1.21 SURCHARGED11 L-M-BBN-01-P 6.47 0 12:40 2.45 2.64 8.23 0.12 1.00 1.00 275.00 0.57 SURCHARGED12 L-M-BBN-02-P 5.83 0 12:45 5.22 1.12 7.42 0.33 1.00 1.00 114.00 0.95 SURCHARGED13 L-M-BBN-03-P 5.81 0 12:07 2.74 2.12 7.40 0.43 1.00 1.00 113.00 0.79 SURCHARGED14 L-M-BBN-04-P 6.15 0 12:05 2.58 2.38 7.83 0.18 1.00 1.00 129.00 0.72 SURCHARGED15 L-M-BBN-05-P 5.73 0 12:01 2.73 2.10 7.30 0.55 1.00 1.00 140.00 0.76 SURCHARGED16 L-M-F-01-P 2.29 0 12:02 7.66 0.30 2.92 0.18 1.00 1.00 393.00 0.08 SURCHARGED17 L-M-F-02-P 3.04 0 12:04 4.40 0.69 3.87 0.11 1.00 1.00 361.00 0.92 SURCHARGED18 L-M-F-03-P 2.68 0 12:01 3.39 0.79 3.42 0.10 1.00 1.00 350.00 0.71 SURCHARGED19 L-M-F-04-P 2.99 0 12:01 3.83 0.78 3.81 0.20 1.00 1.00 223.00 0.87 SURCHARGED20 L-M-F-05-P 4.25 0 12:13 6.53 0.65 5.41 0.51 1.00 1.00 131.00 0.09 SURCHARGED21 L-M-F-06-P 5.16 0 12:15 5.81 0.89 6.57 0.39 1.00 1.00 44.00 1.71 SURCHARGED22 L-M-F-07-P 5.13 0 12:12 4.81 1.07 6.53 0.58 1.00 1.00 34.00 1.51 SURCHARGED23 L-M-F-08-P 5.72 0 12:09 4.71 1.22 7.28 0.54 1.00 1.00 29.00 1.39 SURCHARGED24 L-M-GTN-01-P 3.91 0 18:38 2.43 1.61 5.12 0.25 1.00 1.00 465.00 0.51 SURCHARGED25 L-M-GTN-02-P 3.91 0 18:37 2.44 1.60 4.98 0.25 1.00 1.00 498.00 0.45 SURCHARGED26 L-M-GTN-03-P 3.91 0 18:37 2.44 1.60 4.98 0.58 1.00 1.00 498.00 0.49 SURCHARGED27 L-M-GTN-04-P 3.91 0 18:37 2.44 1.60 4.98 0.70 1.00 1.00 497.00 0.52 SURCHARGED28 L-M-GTN-05-P 6.85 0 18:54 2.45 2.79 8.73 0.21 1.00 1.00 499.00 0.51 SURCHARGED29 L-M-GTN-06-P 2.04 0 18:02 3.45 0.59 2.59 1.45 1.00 1.00 480.00 0.50 SURCHARGED30 L-M-GTN-07-P 2.04 0 18:02 3.44 0.59 3.96 0.50 1.00 1.00 471.00 0.75 SURCHARGED31 L-M-GTN-08-P 2.04 0 18:02 1.78 1.14 2.84 0.72 1.00 1.00 449.00 0.45 SURCHARGED32 L-M-GTS-01-P 14.02 0 11:56 17.37 0.81 4.46 0.92 2.00 1.00 505.00 0.52 SURCHARGED33 L-M-GTS-02-P 32.50 0 11:57 16.84 1.93 10.35 0.14 2.00 1.00 484.00 0.56 SURCHARGED34 L-M-GTS-03-P 7.40 0 18:16 8.06 0.92 4.19 0.21 1.50 1.00 475.00 0.58 SURCHARGED35 L-M-GTS-04-P 5.40 0 18:19 10.17 0.53 3.73 1.25 1.50 1.00 421.00 0.76 SURCHARGED36 L-M-GTS-05-P 5.39 0 18:19 10.80 0.50 5.10 0.46 1.50 1.00 405.00 0.90 SURCHARGED37 L-M-GTS-06-P 5.40 0 18:19 10.34 0.52 4.66 0.17 1.50 1.00 401.00 0.81 SURCHARGED38 L-M-GTS-07-P 5.39 0 18:18 11.24 0.48 5.11 0.52 1.50 1.00 389.00 0.96 SURCHARGED39 L-M-GTS-08-P 5.00 0 17:34 6.21 0.81 3.74 1.09 1.50 1.00 383.00 0.59 SURCHARGED40 L-M-GTS-09-P 5.00 0 17:34 6.22 0.80 3.36 0.37 1.50 1.00 379.00 0.55 SURCHARGED41 L-M-GTS-10-P 5.00 0 17:34 6.27 0.80 3.16 0.49 1.50 1.00 372.00 0.53 SURCHARGED42 L-M-GTS-12-P 5.08 0 11:50 6.56 0.77 3.33 0.96 1.50 1.00 363.00 0.58 SURCHARGED43 L-M-GTS-13-P 5.30 0 11:51 6.18 0.86 3.39 0.40 1.50 1.00 362.00 0.57 SURCHARGED44 L-M-GTS-14-P 5.35 0 11:51 6.24 0.86 3.17 0.12 1.50 1.00 361.00 0.51 SURCHARGED45 L-M-M-01-P 27.47 0 12:45 17.33 1.59 8.89 0.43 1.91 0.95 0.00 0.81 > CAPACITY46 L-M-M-02-P 27.47 0 12:45 17.28 1.59 8.74 0.29 2.00 1.00 430.00 0.49 SURCHARGED47 L-M-M-03-P 19.90 0 14:09 24.53 0.81 6.33 0.41 2.00 1.00 475.00 0.56 SURCHARGED48 L-M-M-04-P 21.57 0 12:09 21.36 1.01 6.86 0.51 2.00 1.00 416.00 0.75 SURCHARGED49 L-M-M-05-P 17.63 0 15:47 21.43 0.82 5.61 0.25 2.00 1.00 414.00 0.65 SURCHARGED50 L-M-M-06-P 17.63 0 15:47 14.48 1.22 5.61 0.45 2.00 1.00 410.00 0.51 SURCHARGED51 L-M-M-07-P 17.63 0 15:47 15.82 1.11 5.61 0.31 2.00 1.00 753.00 0.32 SURCHARGED52 L-M-M-08-P 17.63 0 15:47 16.87 1.04 5.61 0.47 2.00 1.00 868.00 0.22 SURCHARGED53 L-M-M-09-P 17.47 0 16:03 14.70 1.19 5.56 0.25 2.00 1.00 851.00 0.29 SURCHARGED54 L-M-M-10-P 17.47 0 16:04 13.62 1.28 5.56 0.29 2.00 1.00 879.00 0.24 SURCHARGED55 L-M-M-11-P 17.47 0 15:59 17.52 1.00 5.56 0.28 2.00 1.00 925.00 0.24 SURCHARGED56 L-M-M-12-P 17.36 0 16:07 15.49 1.12 5.52 0.88 2.00 1.00 898.00 0.29 SURCHARGED57 L-M-M-13-P 14.28 0 18:01 15.59 0.92 4.55 0.32 2.00 1.00 892.00 0.27 SURCHARGED58 L-M-M-14-P 15.40 0 12:14 18.98 0.81 4.90 0.73 2.00 1.00 861.00 0.34 SURCHARGED59 L-M-M-15-P 15.40 0 12:14 21.92 0.70 5.85 0.56 2.00 1.00 812.00 0.49 SURCHARGED60 L-M-M-16-P 15.40 0 12:14 17.38 0.89 5.17 0.27 2.00 1.00 808.00 0.39 SURCHARGED61 L-M-M-17-P 15.40 0 12:13 17.35 0.89 4.90 0.35 2.00 1.00 811.00 0.35 SURCHARGED62 L-M-MRW-01-P 12.07 0 11:49 9.25 1.30 6.83 0.06 1.50 1.00 228.00 0.68 SURCHARGED63 L-M-MRW-02-P 12.00 0 11:46 11.95 1.00 6.79 0.39 1.50 1.00 288.00 0.78 SURCHARGED64 L-M-MRW-03-P 15.43 0 12:30 10.27 1.50 8.73 0.35 1.50 1.00 246.00 0.96 SURCHARGED65 L-M-MRW-04-P 15.43 0 12:30 23.77 0.65 8.73 0.34 1.50 1.00 131.00 1.79 SURCHARGED66 L-M-MRW-05-P 15.43 0 12:30 9.49 1.63 8.73 0.42 1.50 1.00 130.00 0.95 SURCHARGED67 L-M-MRW-06A-P 15.43 0 12:30 9.66 1.60 8.73 0.42 1.50 1.00 191.00 0.93 SURCHARGED68 L-M-MRW-07-P 9.75 0 13:32 13.36 0.73 3.10 1.12 2.00 1.00 1233.00 0.02 SURCHARGED69 L-M-MRW-08-P 7.85 0 12:08 13.35 0.59 2.50 1.42 2.00 1.00 1202.00 0.05 SURCHARGED70 L-M-MRW-09-P 7.85 0 12:08 13.87 0.57 2.50 1.27 2.00 1.00 1180.00 0.09 SURCHARGED71 L-M-MRW-10-P 7.85 0 12:08 13.87 0.57 2.50 1.27 2.00 1.00 1159.00 0.10 SURCHARGED72 L-M-MRW-11-P 5.24 0 14:00 14.15 0.37 2.06 1.70 2.00 1.00 1118.00 0.13 SURCHARGED73 L-M-MRW-12-P 5.62 0 12:11 12.92 0.43 2.02 2.46 2.00 1.00 1013.00 0.14 SURCHARGED74 L-M-MRW-13-P 5.18 0 14:00 6.44 0.80 2.93 0.82 1.50 1.00 1015.00 0.15 SURCHARGED75 L-M-MRW-14-P 5.18 0 14:00 6.21 0.83 2.93 0.46 1.50 1.00 974.00 0.16 SURCHARGED76 L-M-MRW-15-P 5.88 0 12:11 6.18 0.95 3.33 0.80 1.50 1.00 483.00 0.06 SURCHARGED77 L-M-MRW-16-P 5.88 0 12:11 6.12 0.96 3.33 0.90 1.50 1.00 439.00 0.11 SURCHARGED78 L-M-MRW-17-P 5.89 0 12:11 6.34 0.93 3.33 0.95 1.50 1.00 419.00 0.15 SURCHARGED79 L-M-MRW-18-P 4.65 0 14:01 2.02 2.30 5.93 0.17 1.00 1.00 433.00 0.31 SURCHARGED80 L-M-MRW-19-P 4.44 0 14:26 1.87 2.37 5.65 0.09 1.00 1.00 435.00 0.29 SURCHARGED81 L-M-MRW-21-P 5.32 0 12:13 8.10 0.66 7.95 0.43 0.80 0.80 0.00 0.12 Calculated

Baseline Model - 100-Year Event

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

82 L-M-MRW-22-P 5.32 0 12:13 3.34 1.59 6.86 0.15 0.96 0.96 0.00 1.03 > CAPACITY83 L-M-NE-01-P 4.95 0 12:12 3.59 1.38 6.30 0.39 1.00 1.00 372.00 0.80 SURCHARGED84 L-M-NE-02-P 4.95 0 12:12 3.03 1.64 6.30 0.36 1.00 1.00 412.00 0.67 SURCHARGED85 L-M-NE-03-P 2.98 0 17:40 4.27 0.70 3.79 0.06 1.00 1.00 427.00 0.48 SURCHARGED86 L-M-NE-04-P 3.20 0 12:01 3.01 1.06 4.08 0.52 1.00 1.00 415.00 0.66 SURCHARGED87 L-M-NE-05-P 3.47 0 12:02 3.89 0.89 4.51 0.59 1.00 1.00 393.00 0.91 SURCHARGED88 L-M-NE-06-P 3.49 0 11:59 3.89 0.90 4.86 0.37 1.00 1.00 384.00 0.91 SURCHARGED89 L-M-NE-07-P 3.60 0 11:58 3.97 0.91 5.00 0.35 1.00 1.00 375.00 0.94 SURCHARGED90 L-M-NE-08-P 3.72 0 11:58 3.82 0.98 4.89 0.36 1.00 1.00 313.00 0.92 SURCHARGED91 L-M-NE-09-P 3.90 0 11:55 3.66 1.06 4.96 0.22 1.00 1.00 240.00 0.89 SURCHARGED92 L-M-NE-10-P 4.15 0 11:54 3.38 1.23 5.29 0.23 1.00 1.00 225.00 0.82 SURCHARGED93 L-M-NE-11-P 2.87 0 11:54 4.65 0.62 3.65 0.15 1.00 1.00 213.00 0.92 SURCHARGED94 L-M-NE-12-P 5.17 0 12:45 4.57 1.13 6.58 0.67 1.00 1.00 170.00 1.31 SURCHARGED95 L-M-NE-13-P 3.39 0 12:14 4.57 0.74 4.32 0.83 1.00 1.00 151.00 1.01 SURCHARGED96 L-M-NE-14-P 3.98 0 12:11 4.71 0.85 5.21 0.32 1.00 1.00 147.00 1.34 SURCHARGED97 L-M-NE-15-P 4.11 0 12:10 4.57 0.90 5.46 0.43 1.00 1.00 76.00 1.33 SURCHARGED98 L-M-NE-16-P 4.51 0 12:08 4.70 0.96 5.75 0.31 1.00 1.00 53.00 1.39 SURCHARGED99 L-M-NE-17-P 4.82 0 12:07 4.70 1.03 6.14 0.29 1.00 1.00 47.00 1.41 SURCHARGED

100 L-M-NE-18-P 5.37 0 12:05 3.59 1.49 6.83 0.35 1.00 1.00 44.00 1.10 SURCHARGED101 L-M-NE-19-P 1.86 0 12:05 2.62 0.71 2.37 0.09 1.00 1.00 45.00 0.67 SURCHARGED102 L-M-NE-20-P 3.74 0 12:12 2.73 1.37 4.77 0.42 1.00 1.00 40.00 0.83 SURCHARGED103 L-M-NE-21-P 3.75 0 12:12 2.73 1.37 4.77 0.39 1.00 1.00 36.00 0.82 SURCHARGED104 L-M-NE-22-P 3.74 0 12:12 2.73 1.37 4.77 0.86 1.00 1.00 32.00 0.84 SURCHARGED105 L-M-O-02-P 49.96 0 12:14 94.72 0.53 15.97 0.10 2.00 1.00 15.00 0.47 SURCHARGED106 L-M-O-03-P 49.97 0 12:13 30.38 1.64 15.91 0.06 2.00 1.00 58.00 0.61 SURCHARGED107 L-M-WG-01-P 1.35 0 11:35 2.75 0.49 2.31 0.20 1.00 1.00 300.00 0.43 SURCHARGED108 L-M-WG-02-P 3.64 0 12:08 2.71 1.34 4.63 0.13 1.00 1.00 272.00 0.57 SURCHARGED109 L-M-WG-03-P 4.87 0 12:12 5.01 0.97 6.20 0.39 1.00 1.00 207.00 1.17 SURCHARGED110 L-M-WG-04-P 5.11 0 12:04 5.15 0.99 6.51 0.45 1.00 1.00 42.00 1.48 SURCHARGED111 L-M-WPD-01-P 16.95 0 12:09 23.22 0.73 5.39 0.34 2.00 1.00 792.00 0.41 SURCHARGED112 L-M-WPD-02-P 21.04 0 12:12 17.28 1.22 6.70 0.54 2.00 1.00 775.00 0.43 SURCHARGED113 L-M-WPD-03-P 17.37 0 12:12 17.15 1.01 5.53 0.32 2.00 1.00 770.00 0.40 SURCHARGED114 L-M-WPD-04-P 18.19 0 12:10 17.61 1.03 5.79 0.50 2.00 1.00 759.00 0.39 SURCHARGED115 L-M-WPD-05-P 34.69 0 13:39 16.66 2.08 11.04 0.26 2.00 1.00 708.00 0.40 SURCHARGED116 L-M-WPD-06-P 30.19 0 14:17 17.13 1.76 9.61 0.27 2.00 1.00 662.00 0.43 SURCHARGED117 L-M-WPD-07-P 26.54 0 12:02 26.99 0.98 8.45 0.30 2.00 1.00 548.00 0.71 SURCHARGED118 L-M-WPD-08-P 27.30 0 12:00 28.86 0.95 8.69 0.33 2.00 1.00 465.00 1.00 SURCHARGED119 L-M-WPD-09-P 16.02 0 11:58 16.03 1.00 9.06 0.21 1.50 1.00 395.00 1.23 SURCHARGED120 L-M-WPD-10-P 14.06 0 11:56 16.05 0.88 7.96 0.30 1.50 1.00 316.00 1.28 SURCHARGED121 L-M-WPD-11-P 14.81 0 11:56 16.11 0.92 8.86 0.48 1.50 1.00 248.00 1.51 SURCHARGED122 L-M-WPD-12-P 15.12 0 11:54 16.07 0.94 8.97 0.36 1.50 1.00 239.00 1.52 SURCHARGED123 L-M-WPD-13-P 15.41 0 11:53 16.09 0.96 8.84 0.42 1.50 1.00 229.00 1.54 SURCHARGED124 L-M-WPD-14-P 11.12 0 12:19 16.06 0.69 6.29 0.31 1.50 1.00 189.00 0.54 SURCHARGED125 L-M-WPD-15-P 12.21 0 12:14 16.12 0.76 6.91 0.61 1.50 1.00 22.00 1.65 SURCHARGED126 L-M-WPD-16-P 12.21 0 12:14 15.94 0.77 7.74 0.31 1.50 1.00 14.00 1.75 SURCHARGED127 L-M-WPD-17-P 12.21 0 12:14 15.82 0.77 8.30 0.31 1.50 1.00 11.00 1.74 SURCHARGED128 L-M-WPD-18-P 12.21 0 12:14 18.12 0.67 9.58 0.45 1.29 0.88 0.00 2.00 Calculated129 L-M-WPD-19-P 12.25 0 12:13 7.88 1.55 7.10 0.23 1.40 0.94 0.00 0.87 > CAPACITY130 L-M-WPD-20-P 12.25 0 12:13 1.96 6.24 6.93 0.16 1.50 1.00 24.00 0.52 SURCHARGED131 L-M-WPD-21-P 12.25 0 12:13 7.35 1.67 6.93 0.35 1.50 1.00 28.00 0.83 SURCHARGED132 L-M-WPD-22-P 8.96 0 12:21 6.92 1.30 5.07 0.23 1.50 1.00 30.00 0.76 SURCHARGED133 L-M-WPD-23-P 8.67 0 12:19 13.92 0.62 7.43 0.14 1.19 0.79 0.00 1.53 Calculated134 L-M-WPD-25-P 3.27 0 12:02 1.37 2.40 4.79 0.60 0.83 0.83 0.00 0.47 > CAPACITY

Baseline Model - 100-Year Event

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Storage Nodes

Storage Node : ST-M-HW-01-CH

Input Data

97.86106.028.1697.860.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Heather Woods Chambers

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0.000 252.4500 0.0000.083 252.4500 20.950.167 252.4500 42.160.250 252.4500 63.110.333 252.4500 84.060.417 252.4500 105.270.500 252.4500 126.220.583 252.4500 147.170.667 252.4500 168.380.750 252.4500 189.330.833 252.4500 210.280.917 252.4500 231.491.000 252.450 252.441.001 522.7500 252.831.167 521.5288 339.511.250 518.9222 382.691.333 516.0818 425.641.417 513.3819 468.881.500 510.0913 511.351.583 506.4254 553.541.667 502.7569 595.931.750 498.4643 637.481.833 494.1899 678.681.917 489.1722 719.982.000 484.1642 760.372.083 479.5020 800.362.167 473.1143 840.372.250 467.0084 879.392.333 460.4705 917.882.417 453.4651 956.272.500 446.1268 993.602.583 439.0766 1030.342.667 430.4318 1066.862.750 418.3034 1102.082.833 407.3668 1136.352.917 396.9421 1170.133.000 383.9705 1202.543.083 368.8122 1233.783.167 350.5797 1263.993.250 326.3752 1292.083.333 286.9598 1317.533.417 272.3913 1341.023.500 258.5700 1363.053.583 252.4500 1384.263.667 252.4500 1405.473.750 252.4500 1426.423.833 252.4500 1447.373.917 252.4500 1468.584.000 252.4500 1489.534.001 0 1489.668.16 0 1489.66

Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................

Baseline Model - 100-Year Event

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Baseline Model - 100-Year Event

Appendix B Page 45 of 157

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Storage Node : ST-M-HW-01-CH (continued)

Output Summary Results

10.5810.589.991.75105.347.48104.126.260 12:124.073000.00

Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................

Peak Inflow (cfs) .......................................................Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................

Baseline Model - 100-Year Event

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Storage Node : ST-M-MRW-19-PD

Input Data

131.00136.005.00131.000.0042218.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Park Way Circle Pond

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 129 0.0001 641 385.002 5079 3245.003 19943 15756.004 29298 40376.505 42218 76134.50

Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................

Baseline Model - 100-Year Event

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Baseline Model - 100-Year Event

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Storage Node : ST-M-MRW-19-PD (continued)

Output Summary Results

21.6213.084.44142.05136.025.02132.081.080 14:1359.8340.20310.00

Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................

Peak Inflow (cfs) .......................................................

Baseline Model - 100-Year Event

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Project DescriptionExtendedBypass-10yr.SPF

Project OptionsCFSElevationEPA SWMMHortonHydrodynamicYESYES

Analysis OptionsJan 01, 2018 00:00:00Jan 03, 2018 00:00:00Jan 01, 2018 00:00:000 days0 01:00:00 days hh:mm:ss0 00:01:00 days hh:mm:ss0 00:06:00 days hh:mm:ss10 seconds

Number of ElementsQty141149145100320756149011000

Rainfall DetailsSN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall

ID Source ID Type Units Period Depth Distribution(years) (inches)

1 Rain Gage Time Series 10-year Cumulative inches 0.00

Weirs ................................................. Outlets ...............................................Pollutants ...................................................Land Uses ..................................................

Storage Nodes ..................................Links........................................................... Channels ........................................... Pipes ................................................. Pumps ............................................... Orifices ..............................................

Subbasins...................................................Nodes......................................................... Junctions ........................................... Outfalls .............................................. Flow Diversions ................................. Inlets ..................................................

Antecedent Dry Days .................................Runoff (Dry Weather) Time Step ...............Runoff (Wet Weather) Time Step ..............Reporting Time Step ..................................Routing Time Step .....................................

Rain Gages ................................................

Link Routing Method ..................................Enable Overflow Ponding at Nodes ...........Skip Steady State Analysis Time Periods ..

Start Analysis On .......................................End Analysis On ........................................Start Reporting On .....................................

Version: 2019 DSR

Flow Units ..................................................Elevation Type ...........................................Hydrology Method ......................................EPA SWMM Infiltration Method .................

File Name ..................................................Description .................................................

Project: Westpark (MOA)

Model: Extended Bypass Alternative

By: AWR Engineering

Extended Bypass Model - 10-Year Event

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Subbasin SummarySN Subbasin Area Impervious Average Equivalent Impervious Pervious Total Total Total Total Peak Time of

ID Area Slope Width Area Area Rainfall Infiltration Runoff Runoff Runoff ConcentrationManning's Manning's Volume

Roughness Roughness(ac) (%) (%) (ft) (in) (in) (in) (ac-in) (cfs) (days hh:mm:ss)

1 S-BBC-01 8.61 42.00 4.0486 2741.07 0.0110 0.2400 2.28 1.2610 1.06 9.13 7.57 0 00:31:172 S-BBC-02 2.16 10.00 24.1653 329.05 0.0110 0.8000 2.28 2.0160 0.26 0.57 0.50 0 01:32:053 S-BBC-03 6.97 42.00 3.5967 1919.17 0.0110 0.2400 2.28 0.5050 2.81 19.59 10.12 0 00:34:274 S-BBC-04 4.81 10.00 25.1246 700.13 0.0110 0.8000 2.28 0.7420 1.54 7.40 2.57 0 01:33:335 S-F-01 8.02 2.00 20.3368 1562.17 0.0110 0.7200 2.28 2.0640 0.22 1.73 1.69 0 01:21:396 S-F-02 8.41 42.00 4.0000 2541.53 0.0110 0.2400 2.28 1.2690 1.20 10.08 7.74 0 00:32:107 S-F-03 4.71 42.00 4.0000 1590.56 0.0110 0.2400 2.28 1.2530 1.01 4.75 4.08 0 00:29:328 S-F-04 9.06 42.00 4.0000 2178.57 0.0110 0.2400 2.28 1.2570 1.00 9.10 7.26 0 00:36:109 S-F-05 3.25 42.00 4.0000 1110.40 0.0110 0.2400 2.28 1.2700 1.27 4.13 3.27 0 00:28:51

10 S-F-06 3.23 10.00 25.8492 683.47 0.0110 0.8000 2.28 2.0000 0.28 0.90 0.98 0 01:14:0611 S-GTN-01 10.71 42.00 4.3797 2559.42 0.0110 0.2400 2.28 1.2640 1.05 11.26 8.86 0 00:35:3712 S-GTN-02 2.49 10.00 21.9787 361.24 0.0110 0.8000 2.28 2.0210 0.26 0.64 0.54 0 01:37:3413 S-GTS-01 14.37 42.00 3.6889 3401.79 0.0110 0.2400 2.28 1.2640 1.04 14.97 11.65 0 00:38:1614 S-GTS-02 2.70 10.00 27.3016 442.88 0.0110 0.8000 2.28 2.0100 0.27 0.73 0.70 0 01:24:5615 S-HWE-01 12.86 27.00 11.6345 2504.04 0.0110 0.3000 2.28 1.7080 0.57 7.37 5.05 0 00:40:5716 S-M-02 2.81 42.00 5.4784 491.12 0.0110 0.2400 2.28 1.2620 1.04 2.91 2.27 0 00:37:0717 S-M-03 1.16 85.00 6.7584 1088.63 0.0110 0.2400 2.28 0.4730 1.81 2.10 1.54 0 00:09:0518 S-M-05 0.51 0.00 12.0350 131.53 0.0110 0.2400 2.28 2.0400 0.24 0.12 0.23 0 00:41:5719 S-M-08 3.21 42.00 4.8711 989.88 0.0110 0.2400 2.28 1.2610 1.17 3.77 3.12 0 00:28:3920 S-M-09 2.54 0.00 26.5219 658.63 0.0110 0.5800 2.28 2.0540 0.23 0.57 0.78 0 00:56:0121 S-MRW-01 26.47 33.00 16.9978 3842.89 0.0110 0.2400 2.28 0.5270 1.75 46.40 29.63 0 00:35:4722 S-MRW-02 2.43 15.00 6.6656 1194.60 0.0110 0.3000 2.28 0.6390 1.64 3.99 2.66 0 00:35:1623 S-MRW-03 0.82 30.00 20.5530 1392.23 0.0110 0.2400 2.28 1.3760 0.90 0.74 1.17 0 00:09:1824 S-MRW-04 9.68 33.00 12.5273 1612.46 0.0110 0.2400 2.28 1.5650 0.72 6.92 4.74 0 00:35:1925 S-MRW-06 3.87 42.00 5.8648 1969.33 0.0110 0.2400 2.28 1.2470 1.01 3.90 3.91 0 00:21:1726 S-NE-01 11.90 42.00 4.6525 3119.14 0.0110 0.2400 2.28 1.3880 0.87 10.32 7.25 0 00:33:3627 S-NE-02 6.65 42.00 4.6997 2131.70 0.0110 0.2400 2.28 1.3880 0.87 5.77 4.06 0 00:29:2428 S-NE-03 12.36 42.00 4.7175 3549.41 0.0110 0.2400 2.28 1.4300 0.89 11.05 7.83 0 00:32:0429 S-NE-04 4.43 42.00 4.8004 1617.31 0.0110 0.2400 2.28 1.2510 1.00 4.45 4.00 0 00:26:4930 S-NE-05 2.03 60.00 19.3311 2620.92 0.0110 0.2400 2.28 0.7860 1.49 3.03 3.03 0 00:07:5931 S-NE-06 3.46 10.00 26.9748 571.73 0.0110 0.8000 2.28 2.2800 0.00 0.00 0.00 0 01:24:5232 S-NE-07 3.40 5.00 22.4351 963.97 0.0110 0.8000 2.28 2.0280 0.25 0.86 1.02 0 01:06:3133 S-WG-01 2.66 42.00 10.7992 1049.10 0.0110 0.2400 2.28 0.4350 1.85 4.91 3.60 0 00:19:4434 S-WG-02 5.37 42.00 7.1476 1512.94 0.0110 0.2400 2.28 0.4380 1.84 9.90 6.71 0 00:27:2235 S-WPD-01 2.94 85.00 13.7585 1751.94 0.0110 0.2400 2.28 0.3420 1.94 5.70 3.91 0 00:07:4836 S-WPD-02 6.76 42.00 4.0426 1863.20 0.0110 0.2400 2.28 1.2550 1.00 6.76 5.59 0 00:33:1137 S-WPD-03 5.31 42.00 3.0851 2690.29 0.0110 0.2400 2.28 0.4940 1.76 9.35 6.81 0 00:26:2238 S-WPD-07 4.34 85.00 2.7147 3254.25 0.0110 0.2400 2.28 0.1260 2.10 9.13 6.72 0 00:11:0439 S-WPD-08 6.86 50.00 5.2146 2623.82 0.0110 0.2400 2.28 0.4240 1.83 12.53 9.26 0 00:28:0540 S-WPD-09 3.30 40.00 12.1226 1888.22 0.0110 0.2400 2.28 1.1830 1.10 3.62 4.27 0 00:19:0641 S-WPD-10 8.29 42.00 6.2316 2192.49 0.0110 0.2400 2.28 1.1970 1.08 8.99 8.65 0 00:30:04

Extended Bypass Model - 10-Year Event

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB Junction 77.99 83.28 77.99 83.28 0.00 8.81 79.26 0.00 4.02 0 00:00 0.00 0.002 J-M-B-02-MH Junction 18.14 23.00 18.14 23.00 0.00 37.78 21.71 0.00 1.29 0 00:00 0.00 0.003 J-M-B-03-D Junction 19.58 124.25 19.58 124.25 0.00 37.78 30.86 0.00 93.39 0 00:00 0.00 0.004 J-M-B-04-D Junction 33.12 121.62 33.12 121.62 0.00 37.78 47.92 0.00 73.70 0 00:00 0.00 0.005 J-M-B-05-D Junction 45.37 119.53 45.37 119.53 0.00 37.78 57.78 0.00 61.75 0 00:00 0.00 0.006 J-M-B-06-MH Junction 58.29 72.00 58.29 74.00 0.00 37.78 65.02 0.00 6.98 0 00:00 0.00 0.007 J-M-BBC-04-CB Junction 84.70 90.22 84.70 90.22 5102.00 7.57 90.25 0.03 0.00 0 12:12 0.04 6.008 J-M-BBN-01-MH Junction 83.24 91.21 83.24 91.21 0.00 6.22 88.81 0.00 2.40 0 00:00 0.00 0.009 J-M-BBN-02-MH Junction 86.01 94.48 86.01 94.48 0.00 6.54 93.63 0.00 0.85 0 00:00 0.00 0.00

10 J-M-BBN-03-MH Junction 87.02 96.59 87.02 96.59 0.00 7.61 96.11 0.00 0.48 0 00:00 0.00 0.0011 J-M-BBN-04-MH Junction 87.55 97.48 87.55 97.48 0.00 8.56 97.03 0.00 0.45 0 00:00 0.00 0.0012 J-M-BBN-05-MH Junction 88.82 99.87 88.82 99.87 0.00 10.11 99.43 0.00 0.44 0 00:00 0.00 0.0013 J-M-EB-01 Junction 59.90 72.00 59.90 72.00 0.00 77.98 65.45 0.00 6.55 0 00:00 0.00 0.0014 J-M-EB-02 Junction 60.60 73.50 60.60 73.50 0.00 78.19 65.70 0.00 7.80 0 00:00 0.00 0.0015 J-M-EB-03 Junction 62.05 77.00 62.05 77.00 0.00 78.51 66.18 0.00 10.82 0 00:00 0.00 0.0016 J-M-EB-04 Junction 63.57 80.00 63.57 80.00 0.00 78.83 66.86 0.00 13.14 0 00:00 0.00 0.0017 J-M-EB-05 Junction 64.86 83.50 64.86 83.50 0.00 79.12 68.22 0.00 15.28 0 00:00 0.00 0.0018 J-M-EB-06 Junction 66.10 86.00 66.10 86.00 0.00 77.35 69.46 0.00 16.54 0 00:00 0.00 0.0019 J-M-EB-07 Junction 67.28 84.00 67.28 84.00 0.00 77.80 70.69 0.00 13.31 0 00:00 0.00 0.0020 J-M-EB-08 Junction 68.47 81.00 68.47 81.00 0.00 72.08 71.74 0.00 9.26 0 00:00 0.00 0.0021 J-M-EB-09 Junction 69.10 80.00 69.10 80.00 0.00 72.08 72.67 0.00 7.33 0 00:00 0.00 0.0022 J-M-EB-10 Junction 69.83 79.00 69.83 79.00 0.00 83.01 73.51 0.00 5.49 0 00:00 0.00 0.0023 J-M-EB-11 Junction 70.44 80.00 70.44 80.00 0.00 79.42 74.43 0.00 5.57 0 00:00 0.00 0.0024 J-M-EB-12 Junction 71.81 82.50 71.81 82.50 0.00 79.41 75.55 0.00 6.95 0 00:00 0.00 0.0025 J-M-EB-13 Junction 73.03 84.00 73.03 84.00 0.00 79.98 76.68 0.00 7.32 0 00:00 0.00 0.0026 J-M-EB-14 Junction 73.64 84.50 73.64 84.50 0.00 80.20 77.62 0.00 6.88 0 00:00 0.00 0.0027 J-M-EB-15 Junction 74.37 84.41 74.37 84.41 0.00 80.58 78.52 0.00 5.89 0 00:00 0.00 0.0028 J-M-EB-16 Junction 76.60 84.00 76.60 84.00 0.00 54.50 80.20 0.00 3.80 0 00:00 0.00 0.0029 J-M-EB-17 Junction 77.40 85.95 77.40 85.95 0.00 54.50 81.19 0.00 4.76 0 00:00 0.00 0.0030 J-M-EB-18 Junction 78.94 88.05 78.94 88.05 0.00 54.50 83.77 0.00 4.28 0 00:00 0.00 0.0031 J-M-EB-19 Junction 80.01 90.36 80.01 90.36 0.00 54.50 85.80 0.00 4.56 0 00:00 0.00 0.0032 J-M-EB-20 Junction 82.09 91.79 82.09 91.79 0.00 38.78 88.10 0.00 3.69 0 00:00 0.00 0.0033 J-M-EB-21 Junction 82.68 94.05 82.68 94.05 0.00 38.78 90.33 0.00 3.72 0 00:00 0.00 0.0034 J-M-EB-22 Junction 84.59 96.08 84.59 96.08 0.00 28.47 91.99 0.00 4.09 0 00:00 0.00 0.0035 J-M-EB-23 Junction 86.40 97.41 86.40 97.41 0.00 30.63 92.50 0.00 4.91 0 00:00 0.00 0.0036 J-M-EB-24 Junction 92.17 100.71 92.17 100.71 0.00 23.80 93.44 0.00 7.27 0 00:00 0.00 0.0037 J-M-EB-25 Junction 97.85 106.05 97.85 106.05 0.00 23.57 99.00 0.00 7.05 0 00:00 0.00 0.0038 J-M-EB-26 Junction 103.52 111.51 103.52 111.51 0.00 23.68 104.68 0.00 6.83 0 00:00 0.00 0.0039 J-M-F-01-MH Junction 68.27 74.57 68.27 74.57 0.00 3.88 69.16 0.00 5.41 0 00:00 0.00 0.0040 J-M-F-02-CB Junction 68.67 74.98 68.67 74.98 0.00 3.91 69.85 0.00 5.13 0 00:00 0.00 0.0041 J-M-F-03-MH Junction 68.92 75.02 68.92 75.02 0.00 3.97 70.54 0.00 4.48 0 00:00 0.00 0.0042 J-M-F-04-MH Junction 69.48 75.35 69.48 75.35 0.00 4.08 71.54 0.00 3.81 0 00:00 0.00 0.0043 J-M-GTN-01-MH Junction 87.82 97.29 87.82 97.29 0.00 3.52 93.12 0.00 4.17 0 00:00 0.00 0.0044 J-M-GTN-02-MH Junction 88.17 98.09 88.17 98.09 0.00 3.52 96.11 0.00 1.98 0 00:00 0.00 0.0045 J-M-GTN-03-MH Junction 88.92 97.86 88.92 97.86 0.00 3.86 97.86 0.00 0.00 0 12:33 0.00 0.0046 J-M-GTN-04-MH Junction 89.81 96.28 89.81 96.28 0.00 7.24 95.07 0.00 1.21 0 00:00 0.00 0.0047 J-M-GTN-05-MH Junction 90.31 95.53 90.31 95.53 8629.00 32.04 95.69 0.16 0.00 0 12:23 2.48 67.0048 J-M-GTN-06-MH Junction 92.16 97.24 92.16 97.24 0.00 2.07 97.14 0.00 0.10 0 00:00 0.00 0.0049 J-M-GTN-07-MH Junction 93.15 98.46 93.15 98.46 0.00 2.05 97.91 0.00 0.55 0 00:00 0.00 0.0050 J-M-GTS-01-MH Junction 84.01 92.49 84.01 92.49 0.00 12.42 91.14 0.00 1.35 0 00:00 0.00 0.0051 J-M-GTS-02-MH Junction 84.49 91.89 84.49 91.89 0.00 13.16 91.49 0.00 0.40 0 00:00 0.00 0.0052 J-M-GTS-03-MH Junction 85.25 92.15 85.25 92.15 0.00 6.85 91.65 0.00 0.50 0 00:00 0.00 0.0053 J-M-GTS-04-MH Junction 87.54 94.49 87.54 94.49 0.00 6.56 94.49 0.00 0.00 0 12:11 0.00 0.0054 J-M-GTS-05-MH Junction 88.86 95.92 88.86 95.92 10.00 6.55 95.92 0.00 0.00 0 12:12 0.00 0.0055 J-M-GTS-06-MH Junction 89.30 96.48 89.30 96.48 10.00 6.55 96.49 0.01 0.00 0 12:12 0.00 0.0056 J-M-GTS-07-MH Junction 90.98 98.10 90.98 98.10 0.00 6.07 97.87 0.00 0.23 0 00:00 0.00 0.0057 J-M-GTS-08-MH Junction 91.76 100.61 91.76 100.61 0.00 6.03 97.26 0.00 3.35 0 00:00 0.00 0.0058 J-M-GTS-09-MH Junction 92.03 101.38 92.03 101.38 0.00 6.03 96.96 0.00 4.42 0 00:00 0.00 0.0059 J-M-GTS-10-MH Junction 92.36 102.32 92.36 102.32 0.00 6.03 97.31 0.00 5.01 0 00:00 0.00 0.0060 J-M-GTS-12-MH Junction 93.05 101.43 93.05 101.43 0.00 6.03 98.09 0.00 3.34 0 00:00 0.00 0.0061 J-M-GTS-13-MH Junction 93.34 100.14 93.34 100.14 0.00 6.03 98.46 0.00 1.68 0 00:00 0.00 0.0062 J-M-M-03-CB Junction 63.72 71.50 63.72 71.50 0.00 23.57 65.89 0.00 5.61 0 00:00 0.00 0.0063 J-M-M-04-MH Junction 65.33 72.18 65.33 72.18 0.00 16.28 66.84 0.00 5.34 0 00:00 0.00 0.0064 J-M-M-05-MH Junction 66.98 74.59 66.98 74.59 0.00 16.29 68.54 0.00 6.05 0 00:00 0.00 0.0065 J-M-M-06-MH Junction 67.65 75.24 67.65 75.24 0.00 12.42 69.21 0.00 6.03 0 00:00 0.00 0.0066 J-M-M-07-MH Junction 68.39 76.87 68.39 76.87 0.00 12.42 70.13 0.00 6.74 0 00:00 0.00 0.0067 J-M-M-08-MH Junction 68.81 77.97 68.81 77.97 0.00 12.44 70.72 0.00 7.25 0 00:00 0.00 0.0068 J-M-M-09-MH Junction 69.56 79.62 69.56 79.62 0.00 12.47 71.33 0.00 8.29 0 00:00 0.00 0.0069 J-M-M-10-MH Junction 69.95 80.52 69.95 80.52 0.00 11.30 71.83 0.00 8.69 0 00:00 0.00 0.0070 J-M-M-11-MH Junction 70.34 81.51 70.34 81.51 0.00 11.31 72.26 0.00 9.25 0 00:00 0.00 0.0071 J-M-M-12-MH Junction 70.83 83.82 70.83 83.82 0.00 11.45 72.63 0.00 11.19 0 00:00 0.00 0.0072 J-M-MRW-01-MH Junction 109.03 115.61 109.03 115.61 0.00 23.84 110.16 0.00 5.45 0 00:00 0.00 0.0073 J-M-MRW-02-MH Junction 111.03 117.07 111.03 117.07 0.00 24.11 116.65 0.00 0.42 0 00:00 0.00 0.0074 J-M-MRW-03-MH Junction 112.75 128.03 112.75 128.03 0.00 15.23 121.41 0.00 6.62 0 00:00 0.00 0.0075 J-M-MRW-04-MH Junction 120.68 136.83 120.68 136.83 0.00 15.23 127.52 0.00 9.31 0 00:00 0.00 0.0076 J-M-MRW-05-MH Junction 122.32 140.48 122.32 140.48 0.00 15.23 130.71 0.00 9.77 0 00:00 0.00 0.0077 J-M-MRW-06A-MH Junction 123.99 135.61 123.99 135.61 12253.00 20.04 135.73 0.12 0.00 0 12:12 0.42 24.0078 J-M-MRW-06B-MH Junction 123.99 135.61 123.99 135.61 12253.00 29.62 135.78 0.17 0.00 0 12:09 0.57 27.0079 J-M-MRW-07-MH Junction 124.69 135.14 124.69 135.14 5755.00 10.77 135.79 0.65 0.00 0 12:08 1.09 37.0080 J-M-MRW-08-MH Junction 125.38 137.16 125.38 137.16 0.00 4.48 136.83 0.00 0.33 0 00:00 0.00 0.0081 J-M-MRW-09-MH Junction 125.98 139.48 125.98 139.48 0.00 4.48 138.06 0.00 1.42 0 00:00 0.00 0.00

Extended Bypass Model - 10-Year Event

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

82 J-M-MRW-10-MH Junction 126.59 138.92 126.59 138.92 0.00 4.48 137.37 0.00 1.55 0 00:00 0.00 0.0083 J-M-MRW-11-MH Junction 127.34 136.88 127.34 136.88 10.00 3.90 136.89 0.01 0.00 0 12:40 0.00 0.0084 J-M-MRW-12-MH Junction 128.22 140.97 128.22 140.97 0.00 3.90 140.39 0.00 0.58 0 00:00 0.00 0.0085 J-M-MRW-13-MH Junction 128.70 139.79 128.70 139.79 10.00 3.84 139.31 0.00 0.48 0 00:00 0.00 0.0086 J-M-MRW-14-MH Junction 128.98 139.18 128.98 139.18 10.00 4.74 139.06 0.00 0.12 0 00:00 0.00 0.0087 J-M-MRW-15-MH Junction 129.51 137.85 129.51 137.85 10.00 4.23 137.85 0.00 0.00 0 12:41 0.00 0.0088 J-M-MRW-16-MH Junction 130.08 136.70 130.08 136.70 10.00 4.23 136.70 0.00 0.00 0 12:40 0.00 0.0089 J-M-MRW-17-MH Junction 130.73 135.54 130.73 135.54 10.00 4.23 135.54 0.00 0.00 0 12:40 0.00 0.0090 J-M-MRW-18-CB Junction 130.93 135.35 130.93 135.35 0.00 4.23 134.64 0.00 0.71 0 00:00 0.00 0.0091 J-M-MRW-20-CB Junction 132.83 138.00 132.83 138.00 0.00 3.88 137.07 0.00 0.93 0 00:00 0.00 0.0092 J-M-MRW-21-MH Junction 168.94 175.34 168.94 175.34 0.00 3.91 169.43 0.00 5.91 0 00:00 0.00 0.0093 J-M-MRW-22-CB Junction 170.92 175.13 170.92 175.13 0.00 3.91 172.80 0.00 2.33 0 00:00 0.00 0.0094 J-M-NE-01-MH Junction 93.46 99.72 93.46 99.72 0.00 6.03 98.58 0.00 1.14 0 00:00 0.00 0.0095 J-M-NE-02-MH Junction 94.87 101.00 94.87 101.00 0.00 5.51 100.32 0.00 0.68 0 00:00 0.00 0.0096 J-M-NE-03-CB Junction 95.75 101.72 95.75 101.72 5563.00 13.36 102.11 0.39 0.00 0 12:13 1.47 92.0097 J-M-NE-04-MH Junction 95.92 102.04 95.92 102.04 5479.00 8.18 102.11 0.07 0.00 0 12:36 0.55 44.0098 J-M-NE-05-MH Junction 96.80 103.25 96.80 103.25 0.00 8.41 102.82 0.00 0.43 0 00:00 0.00 0.0099 J-M-NE-06-MH Junction 98.53 104.82 98.53 104.82 0.00 8.62 104.39 0.00 0.43 0 00:00 0.00 0.00

100 J-M-NE-07-MH Junction 99.73 105.98 99.73 105.98 0.00 8.70 105.55 0.00 0.43 0 00:00 0.00 0.00101 J-M-NE-08-MH Junction 100.94 107.07 100.94 107.07 0.00 8.75 106.64 0.00 0.43 0 00:00 0.00 0.00102 J-M-NE-09-MH Junction 102.08 108.17 102.08 108.17 0.00 8.81 107.74 0.00 0.43 0 00:00 0.00 0.00103 J-M-NE-10-MH Junction 102.78 108.95 102.78 108.95 0.00 8.82 108.52 0.00 0.43 0 00:00 0.00 0.00104 J-M-NE-11-MH Junction 103.34 109.71 103.34 109.71 0.00 8.85 109.28 0.00 0.43 0 00:00 0.00 0.00105 J-M-NE-12-MH Junction 103.91 110.11 103.91 110.11 0.00 4.87 109.53 0.00 0.58 0 00:00 0.00 0.00106 J-M-NE-13-MH Junction 107.69 114.29 107.69 114.29 8312.00 10.46 114.32 0.03 0.00 0 12:15 0.13 23.00107 J-M-NE-14-MH Junction 110.78 117.06 110.78 117.06 0.00 3.51 116.45 0.00 0.61 0 00:00 0.00 0.00108 J-M-NE-15-MH Junction 112.27 118.48 112.27 118.48 0.00 3.65 117.61 0.00 0.87 0 00:00 0.00 0.00109 J-M-NE-16-MH Junction 114.34 120.49 114.34 120.49 0.00 4.02 119.12 0.00 1.37 0 00:00 0.00 0.00110 J-M-NE-17-MH Junction 115.95 122.06 115.95 122.06 0.00 4.53 120.40 0.00 1.66 0 00:00 0.00 0.00111 J-M-NE-18-MH Junction 117.53 123.60 117.53 123.60 0.00 5.35 121.94 0.00 1.66 0 00:00 0.00 0.00112 J-M-NE-19-MH Junction 118.80 125.76 118.80 125.76 0.00 6.22 124.89 0.00 0.87 0 00:00 0.00 0.00113 J-M-NE-20-CB Junction 118.96 125.70 118.96 125.70 0.00 3.03 125.08 0.00 0.62 0 00:00 0.00 0.00114 J-M-NE-21-MH Junction 119.66 127.00 119.66 127.00 0.00 3.03 125.73 0.00 1.27 0 00:00 0.00 0.00115 J-M-NE-22-MH Junction 120.32 131.20 120.32 131.20 0.00 3.03 126.97 0.00 4.23 0 00:00 0.00 0.00116 J-M-NE-23-CB Junction 118.22 129.00 118.22 129.00 0.00 3.03 129.00 0.00 0.00 0 12:08 0.00 0.00117 J-M-WG-01-MH Junction 111.40 117.27 111.40 117.27 0.00 6.10 116.76 0.00 0.51 0 00:00 0.00 0.00118 J-M-WG-02-MH Junction 111.67 117.96 111.67 117.96 0.00 6.15 117.46 0.00 0.50 0 00:00 0.00 0.00119 J-M-WG-03-MH Junction 114.19 120.85 114.19 120.85 0.00 6.31 120.33 0.00 0.52 0 00:00 0.00 0.00120 J-M-WG-04-MH Junction 117.42 124.43 117.42 124.43 0.00 6.70 123.91 0.00 0.52 0 00:00 0.00 0.00121 J-M-WPD-02-MH Junction 77.53 85.53 77.53 85.53 0.00 21.88 80.53 0.00 5.00 0 00:00 0.00 0.00122 J-M-WPD-03-MH Junction 78.64 87.80 78.64 87.80 0.00 22.15 83.00 0.00 4.80 0 00:00 0.00 0.00123 J-M-WPD-04-MH Junction 79.24 88.89 79.24 88.89 0.00 19.18 84.34 0.00 4.55 0 00:00 0.00 0.00124 J-M-WPD-05-MH Junction 80.17 90.36 80.17 90.36 0.00 35.02 86.03 0.00 4.33 0 00:00 0.00 0.00125 J-M-WPD-06-MH Junction 81.07 92.44 81.07 92.44 0.00 21.87 88.41 0.00 4.03 0 00:00 0.00 0.00126 J-M-WPD-07-MH Junction 81.87 94.05 81.87 94.05 0.00 33.71 90.44 0.00 3.61 0 00:00 0.00 0.00127 J-M-WPD-08-MH Junction 84.03 95.61 84.03 95.61 0.00 17.51 91.50 0.00 4.11 0 00:00 0.00 0.00128 J-M-WPD-09-MH Junction 86.50 97.41 86.50 97.41 0.00 26.42 92.54 0.00 4.87 0 00:00 0.00 0.00129 J-M-WPD-10-MH Junction 92.33 99.29 92.33 99.29 0.00 13.41 95.19 0.00 4.10 0 00:00 0.00 0.00130 J-M-WPD-11-MH Junction 95.22 102.23 95.22 102.23 0.00 14.00 97.88 0.00 4.35 0 00:00 0.00 0.00131 J-M-WPD-12-MH Junction 100.36 107.42 100.36 107.42 0.00 14.18 102.06 0.00 5.36 0 00:00 0.00 0.00132 J-M-WPD-13-MH Junction 104.33 111.41 104.33 111.41 0.00 14.52 106.02 0.00 5.39 0 00:00 0.00 0.00133 J-M-WPD-14-MH Junction 108.84 115.97 108.84 115.97 0.00 14.77 110.16 0.00 5.81 0 00:00 0.00 0.00134 J-M-WPD-15-MH Junction 111.25 118.16 111.25 118.16 0.00 6.58 112.02 0.00 6.14 0 00:00 0.00 0.00135 J-M-WPD-16-MH Junction 116.36 122.51 116.36 122.51 0.00 6.57 117.07 0.00 5.44 0 00:00 0.00 0.00136 J-M-WPD-17-MH Junction 119.26 125.44 119.26 125.44 0.00 6.60 120.02 0.00 5.42 0 00:00 0.00 0.00137 J-M-WPD-18-MH Junction 122.28 128.52 122.28 128.52 0.00 6.59 123.03 0.00 5.49 0 00:00 0.00 0.00138 J-M-WPD-19-CB Junction 129.04 134.11 129.04 134.11 0.00 6.62 129.72 0.00 4.39 0 00:00 0.00 0.00139 J-M-WPD-20-CB Junction 130.05 135.61 130.05 135.61 0.00 6.67 131.38 0.00 4.23 0 00:00 0.00 0.00140 J-M-WPD-21-MH Junction 130.09 137.19 130.09 137.19 0.00 6.73 131.87 0.00 5.32 0 00:00 0.00 0.00141 J-M-WPD-22-CB Junction 131.05 136.11 131.05 136.11 0.00 6.95 132.59 0.00 3.52 0 00:00 0.00 0.00142 J-M-WPD-23-CB Junction 131.40 138.74 131.40 138.74 0.00 3.99 132.70 0.00 6.04 0 00:00 0.00 0.00143 J-M-WPD-24-I Junction 139.63 141.13 139.63 141.13 0.00 8.22 140.22 0.00 0.91 0 00:00 0.00 0.00144 J-M-WPD-25-O Junction 153.39 154.39 153.39 154.39 0.00 3.30 154.07 0.00 0.32 0 00:00 0.00 0.00145 J-M-WPD-26-CB Junction 154.26 160.16 154.26 160.16 0.00 8.65 159.68 0.00 0.48 0 00:00 0.00 0.00146 O-M-B-01-O Outfall 16.00 37.78 16.71147 ST-M-EB-01-PD Storage Node 59.00 71.00 59.00 0.00 98.43 65.24 0.00 0.00148 ST-M-HW-01-CH Storage Node 97.86 106.02 97.86 0.00 5.05 105.30 0.00 0.00149 ST-M-MRW-19-PD Storage Node 131.00 136.00 131.00 42218.00 10.17 134.02 0.00 0.00

Extended Bypass Model - 10-Year Event

Appendix B Page 53 of 157

Page 67: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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050

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1.07

7.71

3.00

1.00

29.0

0S

UR

CH

AR

GE

D32

L-M

-EB

-21-

PP

ipe

J-M

-WP

D-0

5-M

HJ-

M-E

B-1

912

.97

80.1

780

.11

0.46

0030

.000

0.01

2015

.82

30.2

20.

523.

592.

501.

0038

.00

SU

RC

HA

RG

ED

33L-

M-E

B-2

2-P

Pip

eJ-

M-E

B-2

0J-

M-E

B-1

917

5.92

82.0

980

.01

1.18

0030

.000

0.01

2038

.78

48.3

20.

807.

902.

501.

0031

.00

SU

RC

HA

RG

ED

34L-

M-E

B-2

3-P

Pip

eJ-

M-E

B-2

1J-

M-E

B-2

016

7.33

82.6

882

.09

0.35

0030

.000

0.01

2038

.78

26.3

91.

477.

902.

501.

0031

.00

SU

RC

HA

RG

ED

35L-

M-E

B-2

4-P

Pip

eJ-

M-W

PD

-07-

MH

J-M

-EB

-21

23.5

681

.87

82.6

8-3

.440

030

.000

0.01

2013

.99

82.3

90.

173.

132.

501.

0039

.00

SU

RC

HA

RG

ED

36L-

M-E

B-2

5-P

Pip

eJ-

M-E

B-2

2J-

M-E

B-2

117

4.37

84.5

982

.68

1.10

0030

.000

0.01

2028

.47

46.5

10.

616.

652.

501.

0029

.00

SU

RC

HA

RG

ED

37L-

M-E

B-2

6-P

Pip

eJ-

M-E

B-2

3J-

M-E

B-2

215

6.68

86.4

084

.59

1.16

0030

.000

0.01

2028

.47

47.7

60.

607.

802.

501.

0022

.00

SU

RC

HA

RG

ED

38L-

M-E

B-2

7-P

Pip

eJ-

M-W

PD

-09-

MH

J-M

-EB

-23

49.1

786

.50

86.4

00.

2000

30.0

000.

0120

10.1

520

.04

0.51

2.62

2.50

1.00

21.0

0S

UR

CH

AR

GE

D39

L-M

-EB

-28-

PP

ipe

J-M

-EB

-24

J-M

-EB

-23

212.

1192

.17

86.4

02.

7200

30.0

000.

0120

22.5

273

.29

0.31

8.85

1.85

0.75

0.00

Cal

cula

ted

40L-

M-E

B-2

9-P

Pip

eJ-

M-E

B-2

5J-

M-E

B-2

424

2.66

97.8

592

.17

2.34

0030

.000

0.01

2023

.80

67.9

80.

3511

.57

1.10

0.46

0.00

Cal

cula

ted

41L-

M-E

B-3

0-P

Pip

eJ-

M-E

B-2

6J-

M-E

B-2

526

7.43

103.

5297

.85

2.12

0030

.000

0.01

2023

.57

64.7

00.

3610

.70

1.14

0.46

0.00

Cal

cula

ted

42L-

M-E

B-3

1-P

Pip

eJ-

M-M

RW

-01-

MH

J-M

-EB

-26

229.

4610

9.03

103.

522.

4000

30.0

000.

0120

23.6

868

.86

0.34

10.8

21.

130.

460.

00C

alcu

late

d43

L-M

-EB

-32-

PP

ipe

ST

-M-E

B-0

1-P

DJ-

M-B

-06-

MH

140.

0059

.00

58.4

30.

4100

48.0

000.

0120

37.7

899

.29

0.38

6.37

4.00

1.00

165.

00S

UR

CH

AR

GE

D44

L-M

-F-0

1-P

Pip

eJ-

M-F

-01-

MH

J-M

-M-0

5-M

H32

.00

68.2

767

.01

3.94

0012

.000

0.01

203.

857.

660.

505.

010.

920.

940.

00C

alcu

late

d45

L-M

-F-0

2-P

Pip

eJ-

M-F

-02-

CB

J-M

-F-0

1-M

H24

.65

68.6

768

.35

1.30

0012

.000

0.01

203.

884.

400.

885.

250.

880.

900.

00C

alcu

late

d46

L-M

-F-0

3-P

Pip

eJ-

M-F

-03-

MH

J-M

-F-0

2-C

B19

.50

68.9

268

.77

0.77

0012

.000

0.01

203.

913.

391.

154.

971.

001.

001.

00S

UR

CH

AR

GE

D47

L-M

-F-0

4-P

Pip

eJ-

M-F

-04-

MH

J-M

-F-0

3-M

H46

.77

69.4

869

.02

0.98

0012

.000

0.01

203.

973.

831.

045.

061.

001.

005.

00S

UR

CH

AR

GE

D48

L-M

-GT

N-0

1-P

Pip

eJ-

M-G

TN

-01-

MH

J-M

-WP

D-0

9-M

H78

.25

87.8

287

.51

0.40

0012

.000

0.01

203.

522.

431.

454.

721.

001.

0024

.00

SU

RC

HA

RG

ED

49L-

M-G

TN

-02-

PP

ipe

J-M

-GT

N-0

2-M

HJ-

M-G

TN

-01-

MH

75.0

388

.17

87.8

70.

4000

12.0

000.

0120

3.52

2.44

1.44

4.48

1.00

1.00

94.0

0S

UR

CH

AR

GE

D50

L-M

-GT

N-0

3-P

Pip

eJ-

M-G

TN

-03-

MH

J-M

-GT

N-0

2-M

H17

4.55

88.9

288

.22

0.40

0012

.000

0.01

203.

522.

441.

444.

481.

001.

0097

.00

SU

RC

HA

RG

ED

51L-

M-G

TN

-04-

PP

ipe

J-M

-GT

N-0

4-M

HJ-

M-G

TN

-03-

MH

210.

0989

.81

88.9

70.

4000

12.0

000.

0120

3.86

2.44

1.58

4.93

1.00

1.00

97.0

0S

UR

CH

AR

GE

D52

L-M

-GT

N-0

5-P

Pip

eJ-

M-G

TN

-05-

MH

J-M

-GT

N-0

4-M

H11

1.25

90.3

189

.86

0.40

0012

.000

0.01

206.

872.

452.

808.

741.

001.

0013

7.00

SU

RC

HA

RG

ED

53L-

M-G

TN

-06-

PP

ipe

J-M

-GT

N-0

6-M

HJ-

M-G

TN

-05-

MH

225.

1092

.16

90.3

60.

8000

12.0

000.

0120

2.07

3.45

0.60

2.63

1.00

1.00

121.

00S

UR

CH

AR

GE

D54

L-M

-GT

N-0

7-P

Pip

eJ-

M-G

TN

-07-

MH

J-M

-GT

N-0

6-M

H11

8.17

93.1

592

.21

0.80

0012

.000

0.01

202.

073.

440.

604.

061.

001.

0097

.00

SU

RC

HA

RG

ED

55L-

M-G

TN

-08-

PP

ipe

J-M

-NE

-01-

MH

J-M

-GT

N-0

7-M

H12

1.86

93.4

693

.20

0.21

0012

.000

0.01

202.

051.

781.

152.

961.

001.

0090

.00

SU

RC

HA

RG

ED

56L-

M-G

TS

-01-

PP

ipe

J-M

-GT

S-0

1-M

HJ-

M-W

PD

-07-

MH

244.

8684

.01

82.7

80.

5000

24.0

000.

0120

11.9

317

.37

0.69

3.96

2.00

1.00

38.0

0S

UR

CH

AR

GE

D57

L-M

-GT

S-0

2-P

Pip

eJ-

M-G

TS

-02-

MH

J-M

-GT

S-0

1-M

H84

.75

84.4

984

.09

0.47

0024

.000

0.01

2012

.42

16.8

40.

744.

622.

001.

0036

.00

SU

RC

HA

RG

ED

Extended Bypass Model - 10-Year Event

Appendix B Page 54 of 157

Page 68: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

men

tE

lem

ent

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mT

o (O

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ngth

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iam

eter

or

Man

ning

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Des

ign

Flo

wP

eak

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k F

low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

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Typ

e(I

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ode

Inve

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eigh

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ough

ness

Flo

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apac

ityD

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n F

low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

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leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

58L-

M-G

TS

-03-

PP

ipe

J-M

-GT

S-0

3-M

HJ-

M-G

TS

-02-

MH

51.8

585

.30

84.9

90.

6000

18.0

000.

0120

7.22

8.80

0.82

4.50

1.50

1.00

36.0

0S

UR

CH

AR

GE

D59

L-M

-GT

S-0

4-P

Pip

eJ-

M-G

TS

-04-

MH

J-M

-GT

S-0

3-M

H28

0.32

87.5

485

.30

0.80

0018

.000

0.01

206.

8510

.17

0.67

4.65

1.50

1.00

29.0

0S

UR

CH

AR

GE

D60

L-M

-GT

S-0

5-P

Pip

eJ-

M-G

TS

-05-

MH

J-M

-GT

S-0

4-M

H14

0.88

88.8

687

.59

0.90

0018

.000

0.01

206.

5610

.80

0.61

5.72

1.50

1.00

24.0

0S

UR

CH

AR

GE

D61

L-M

-GT

S-0

6-P

Pip

eJ-

M-G

TS

-06-

MH

J-M

-GT

S-0

5-M

H47

.21

89.3

088

.91

0.83

0018

.000

0.01

206.

5510

.34

0.63

5.15

1.50

1.00

23.0

0S

UR

CH

AR

GE

D62

L-M

-GT

S-0

7-P

Pip

eJ-

M-G

TS

-07-

MH

J-M

-GT

S-0

6-M

H15

9.01

90.9

889

.43

0.97

0018

.000

0.01

206.

5511

.24

0.58

5.41

1.50

1.00

16.0

0S

UR

CH

AR

GE

D63

L-M

-GT

S-0

8-P

Pip

eJ-

M-G

TS

-08-

MH

J-M

-GT

S-0

7-M

H24

5.39

91.7

691

.03

0.30

0018

.000

0.01

206.

076.

210.

984.

121.

501.

0015

.00

SU

RC

HA

RG

ED

64L-

M-G

TS

-09-

PP

ipe

J-M

-GT

S-0

9-M

HJ-

M-G

TS

-08-

MH

73.7

392

.03

91.8

10.

3000

18.0

000.

0120

6.03

6.22

0.97

3.51

1.50

1.00

15.0

0S

UR

CH

AR

GE

D65

L-M

-GT

S-1

0-P

Pip

eJ-

M-G

TS

-10-

MH

J-M

-GT

S-0

9-M

H92

.35

92.3

692

.08

0.30

0018

.000

0.01

206.

036.

270.

963.

421.

501.

0017

.00

SU

RC

HA

RG

ED

66L-

M-G

TS

-12-

PP

ipe

J-M

-GT

S-1

2-M

HJ-

M-G

TS

-10-

MH

192.

3693

.05

92.4

10.

3300

18.0

000.

0120

6.03

6.56

0.92

3.44

1.50

1.00

69.0

0S

UR

CH

AR

GE

D67

L-M

-GT

S-1

3-P

Pip

eJ-

M-G

TS

-13-

MH

J-M

-GT

S-1

2-M

H81

.34

93.3

493

.10

0.30

0018

.000

0.01

206.

036.

180.

983.

461.

501.

0069

.00

SU

RC

HA

RG

ED

68L-

M-G

TS

-14-

PP

ipe

J-M

-NE

-01-

MH

J-M

-GT

S-1

3-M

H23

.31

93.4

693

.39

0.30

0018

.000

0.01

206.

036.

240.

973.

411.

501.

0073

.00

SU

RC

HA

RG

ED

69L-

M-M

-03-

PP

ipe

J-M

-M-0

4-M

HJ-

M-M

-03-

CB

155.

7265

.33

63.7

71.

0000

24.0

000.

0120

16.2

524

.53

0.66

7.19

1.34

0.68

0.00

Cal

cula

ted

70L-

M-M

-04-

PP

ipe

J-M

-M-0

5-M

HJ-

M-M

-04-

MH

210.

6866

.98

65.3

80.

7600

24.0

000.

0120

16.2

821

.36

0.76

6.40

1.51

0.76

0.00

Cal

cula

ted

71L-

M-M

-05-

PP

ipe

J-M

-M-0

6-M

HJ-

M-M

-05-

MH

83.6

867

.65

67.0

10.

7600

24.0

000.

0120

12.4

321

.43

0.58

4.89

1.54

0.77

0.00

Cal

cula

ted

72L-

M-M

-06-

PP

ipe

J-M

-M-0

7-M

HJ-

M-M

-06-

MH

151.

8868

.39

67.8

60.

3500

24.0

000.

0120

12.4

214

.48

0.86

4.80

1.54

0.77

0.00

Cal

cula

ted

73L-

M-M

-07-

PP

ipe

J-M

-M-0

8-M

HJ-

M-M

-07-

MH

105.

5668

.88

68.4

40.

4200

24.0

000.

0120

12.4

215

.82

0.79

4.27

1.75

0.88

0.00

Cal

cula

ted

74L-

M-M

-08-

PP

ipe

J-M

-M-0

9-M

HJ-

M-M

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MH

158.

2069

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68.8

10.

4700

24.0

000.

0120

12.4

416

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0.74

4.20

1.83

0.92

0.00

Cal

cula

ted

75L-

M-M

-09-

PP

ipe

J-M

-M-1

0-M

HJ-

M-M

-09-

MH

83.3

669

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69.6

50.

3600

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0120

11.2

914

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0.77

3.89

1.77

0.89

0.00

Cal

cula

ted

76L-

M-M

-10-

PP

ipe

J-M

-M-1

1-M

HJ-

M-M

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MH

97.0

970

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70.0

40.

3100

24.0

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0120

11.3

013

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3.76

1.85

0.93

0.00

Cal

cula

ted

77L-

M-M

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PP

ipe

J-M

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2-M

HJ-

M-M

-11-

MH

91.9

670

.83

70.3

60.

5100

24.0

000.

0120

11.3

117

.52

0.65

3.89

1.85

0.93

0.00

Cal

cula

ted

78L-

M-M

-12-

PP

ipe

J-M

-EB

-10

J-M

-M-1

2-M

H29

0.47

72.0

470

.88

0.40

0024

.000

0.01

2010

.98

15.4

90.

714.

231.

610.

800.

00C

alcu

late

d79

L-M

-MR

W-0

1-P

Pip

eJ-

M-M

RW

-01-

MH

J-M

-WP

D-1

4-M

H24

.20

109.

1910

9.03

0.66

0018

.000

0.01

202.

249.

250.

243.

461.

050.

700.

00C

alcu

late

d80

L-M

-MR

W-0

2-P

Pip

eJ-

M-M

RW

-02-

MH

J-M

-MR

W-0

1-M

H15

7.90

111.

0310

9.29

1.10

0018

.000

0.01

2017

.96

11.9

51.

5010

.16

1.50

1.00

37.0

0S

UR

CH

AR

GE

D81

L-M

-MR

W-0

3-P

Pip

eJ-

M-M

RW

-03-

MH

J-M

-MR

W-0

2-M

H18

5.40

112.

7511

1.24

0.81

0018

.000

0.01

2015

.23

10.2

71.

488.

621.

501.

0066

.00

SU

RC

HA

RG

ED

82L-

M-M

RW

-04-

PP

ipe

J-M

-MR

W-0

4-M

HJ-

M-M

RW

-03-

MH

179.

4012

0.68

112.

854.

3600

18.0

000.

0120

15.2

323

.77

0.64

8.62

1.50

1.00

52.0

0S

UR

CH

AR

GE

D83

L-M

-MR

W-0

5-P

Pip

eJ-

M-M

RW

-05-

MH

J-M

-MR

W-0

4-M

H21

9.90

122.

3212

0.79

0.70

0018

.000

0.01

2015

.23

9.49

1.60

8.62

1.50

1.00

51.0

0S

UR

CH

AR

GE

D84

L-M

-MR

W-0

6A-P

Pip

eJ-

M-M

RW

-06A

-MH

J-M

-MR

W-0

5-M

H21

9.20

123.

9912

2.41

0.72

0018

.000

0.01

2015

.23

9.66

1.58

8.62

1.50

1.00

66.0

0S

UR

CH

AR

GE

D85

L-M

-MR

W-0

7-P

Pip

eJ-

M-M

RW

-07-

MH

J-M

-MR

W-0

6B-M

H20

8.61

124.

6912

4.07

0.30

0024

.000

0.01

208.

0013

.36

0.60

2.55

2.00

1.00

894.

00S

UR

CH

AR

GE

D86

L-M

-MR

W-0

8-P

Pip

eJ-

M-M

RW

-08-

MH

J-M

-MR

W-0

7-M

H21

2.40

125.

3812

4.75

0.30

0024

.000

0.01

204.

4813

.35

0.34

1.81

2.00

1.00

785.

00S

UR

CH

AR

GE

D87

L-M

-MR

W-0

9-P

Pip

eJ-

M-M

RW

-09-

MH

J-M

-MR

W-0

8-M

H19

0.50

125.

9912

5.38

0.32

0024

.000

0.01

204.

4813

.87

0.32

1.91

2.00

1.00

690.

00S

UR

CH

AR

GE

D88

L-M

-MR

W-1

0-P

Pip

eJ-

M-M

RW

-10-

MH

J-M

-MR

W-0

9-M

H19

0.50

126.

5912

5.98

0.32

0024

.000

0.01

204.

4813

.87

0.32

1.93

2.00

1.00

602.

00S

UR

CH

AR

GE

D89

L-M

-MR

W-1

1-P

Pip

eJ-

M-M

RW

-11-

MH

J-M

-MR

W-1

0-M

H21

0.00

127.

3412

6.64

0.33

0024

.000

0.01

203.

9014

.15

0.28

1.92

2.00

1.00

492.

00S

UR

CH

AR

GE

D90

L-M

-MR

W-1

2-P

Pip

eJ-

M-M

RW

-12-

MH

J-M

-MR

W-1

1-M

H29

8.70

128.

2212

7.39

0.28

0024

.000

0.01

203.

9012

.92

0.30

1.88

2.00

1.00

391.

00S

UR

CH

AR

GE

D91

L-M

-MR

W-1

3-P

Pip

eJ-

M-M

RW

-13-

MH

J-M

-MR

W-1

2-M

H14

3.60

128.

7012

8.24

0.32

0018

.000

0.01

203.

846.

440.

602.

181.

501.

0039

4.00

SU

RC

HA

RG

ED

92L-

M-M

RW

-14-

PP

ipe

J-M

-MR

W-1

4-M

HJ-

M-M

RW

-13-

MH

80.6

012

8.98

128.

740.

3000

18.0

000.

0120

3.84

6.21

0.62

2.18

1.50

1.00

357.

00S

UR

CH

AR

GE

D93

L-M

-MR

W-1

5-P

Pip

eJ-

M-M

RW

-15-

MH

J-M

-MR

W-1

4-M

H15

9.20

129.

5112

9.04

0.30

0018

.000

0.01

204.

236.

180.

682.

391.

501.

0017

8.00

SU

RC

HA

RG

ED

94L-

M-M

RW

-16-

PP

ipe

J-M

-MR

W-1

6-M

HJ-

M-M

RW

-15-

MH

179.

8013

0.08

129.

560.

2900

18.0

000.

0120

4.23

6.12

0.69

2.39

1.50

1.00

160.

00S

UR

CH

AR

GE

D95

L-M

-MR

W-1

7-P

Pip

eJ-

M-M

RW

-17-

MH

J-M

-MR

W-1

6-M

H19

0.00

130.

7313

0.14

0.31

0018

.000

0.01

204.

236.

340.

672.

391.

501.

0012

4.00

SU

RC

HA

RG

ED

96L-

M-M

RW

-18-

PP

ipe

J-M

-MR

W-1

8-C

BJ-

M-M

RW

-17-

MH

62.0

013

0.93

130.

760.

2700

12.0

000.

0120

4.23

2.02

2.09

5.38

1.00

1.00

155.

00S

UR

CH

AR

GE

D97

L-M

-MR

W-1

9-P

Pip

eS

T-M

-MR

W-1

9-P

DJ-

M-M

RW

-18-

CB

29.8

013

1.08

131.

010.

2300

12.0

000.

0120

4.23

1.87

2.26

5.38

1.00

1.00

159.

00S

UR

CH

AR

GE

D98

L-M

-MR

W-2

1-P

Pip

eJ-

M-M

RW

-21-

MH

J-M

-MR

W-2

0-C

B20

4.87

168.

9413

2.83

17.6

300

12.0

000.

0240

3.88

8.10

0.48

6.20

0.74

0.74

0.00

Cal

cula

ted

99L-

M-M

RW

-22-

PP

ipe

J-M

-MR

W-2

2-C

BJ-

M-M

RW

-21-

MH

62.5

917

0.92

169.

043.

0000

12.0

000.

0240

3.91

3.34

1.17

5.17

0.92

0.92

0.00

> C

AP

AC

ITY

100

L-M

-NE

-01-

PP

ipe

J-M

-NE

-02-

MH

J-M

-NE

-01-

MH

148.

0094

.87

93.5

90.

8600

12.0

000.

0120

5.51

3.59

1.54

7.04

1.00

1.00

86.0

0S

UR

CH

AR

GE

D10

1L-

M-N

E-0

2-P

Pip

eJ-

M-N

E-0

3-C

BJ-

M-N

E-0

2-M

H13

5.00

95.7

594

.92

0.61

0012

.000

0.01

205.

513.

031.

827.

021.

001.

0013

4.00

SU

RC

HA

RG

ED

102

L-M

-NE

-03-

PP

ipe

J-M

-NE

-04-

MH

J-M

-NE

-03-

CB

13.0

795

.92

95.8

50.

5400

12.0

000.

0120

3.43

2.82

1.22

4.37

1.00

1.00

142.

00S

UR

CH

AR

GE

D10

3L-

M-N

E-0

4-P

Pip

eJ-

M-N

E-0

5-M

HJ-

M-N

E-0

4-M

H12

8.47

96.8

096

.02

0.61

0012

.000

0.01

203.

073.

011.

023.

911.

001.

0013

7.00

SU

RC

HA

RG

ED

104

L-M

-NE

-05-

PP

ipe

J-M

-NE

-06-

MH

J-M

-NE

-05-

MH

160.

1898

.53

96.9

01.

0200

12.0

000.

0120

3.46

3.89

0.89

4.52

1.00

1.00

129.

00S

UR

CH

AR

GE

D10

5L-

M-N

E-0

6-P

Pip

eJ-

M-N

E-0

7-M

HJ-

M-N

E-0

6-M

H10

9.25

99.7

398

.62

1.02

0012

.000

0.01

203.

603.

890.

934.

921.

001.

0012

6.00

SU

RC

HA

RG

ED

106

L-M

-NE

-07-

PP

ipe

J-M

-NE

-08-

MH

J-M

-NE

-07-

MH

105.

8410

0.94

99.8

21.

0600

12.0

000.

0120

3.79

3.97

0.96

5.02

1.00

1.00

122.

00S

UR

CH

AR

GE

D10

7L-

M-N

E-0

8-P

Pip

eJ-

M-N

E-0

9-M

HJ-

M-N

E-0

8-M

H10

6.34

102.

0810

1.04

0.98

0012

.000

0.01

203.

973.

821.

045.

061.

001.

0010

9.00

SU

RC

HA

RG

ED

108

L-M

-NE

-09-

PP

ipe

J-M

-NE

-10-

MH

J-M

-NE

-09-

MH

66.7

110

2.78

102.

180.

9000

12.0

000.

0120

4.22

3.66

1.15

5.38

1.00

1.00

103.

00S

UR

CH

AR

GE

D10

9L-

M-N

E-1

0-P

Pip

eJ-

M-N

E-1

1-M

HJ-

M-N

E-1

0-M

H71

.90

103.

3410

2.88

0.64

0012

.000

0.01

204.

633.

091.

505.

901.

001.

0010

2.00

SU

RC

HA

RG

ED

110

L-M

-NE

-11-

PP

ipe

J-M

-NE

-12-

MH

J-M

-NE

-11-

MH

33.0

010

3.91

103.

431.

4500

12.0

000.

0120

2.77

4.65

0.59

3.53

1.00

1.00

97.0

0S

UR

CH

AR

GE

D11

1L-

M-N

E-1

2-P

Pip

eJ-

M-N

E-1

3-M

HJ-

M-N

E-1

2-M

H26

3.07

107.

6910

4.01

1.40

0012

.000

0.01

204.

874.

571.

076.

211.

001.

0070

.00

SU

RC

HA

RG

ED

112

L-M

-NE

-13-

PP

ipe

J-M

-NE

-14-

MH

J-M

-NE

-13-

MH

216.

3611

0.78

107.

751.

4000

12.0

000.

0120

3.42

4.57

0.75

4.35

1.00

1.00

53.0

0S

UR

CH

AR

GE

D11

3L-

M-N

E-1

4-P

Pip

eJ-

M-N

E-1

5-M

HJ-

M-N

E-1

4-M

H99

.40

112.

2711

0.88

1.40

0012

.000

0.01

203.

514.

560.

775.

201.

001.

0049

.00

SU

RC

HA

RG

ED

114

L-M

-NE

-15-

PP

ipe

J-M

-NE

-16-

MH

J-M

-NE

-15-

MH

140.

4211

4.34

112.

371.

4000

12.0

000.

0120

3.65

4.57

0.80

5.61

1.00

1.00

32.0

0S

UR

CH

AR

GE

D

Extended Bypass Model - 10-Year Event

Appendix B Page 55 of 157

Page 69: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

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Ele

men

tE

lem

ent

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o (O

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eter

or

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Des

ign

Flo

wP

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low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

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dID

Typ

e(I

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ode

Inve

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eigh

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ough

ness

Flo

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apac

ityD

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low

Vel

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Dep

thD

epth

/S

urch

arge

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ondi

tion

Nod

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leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

115

L-M

-NE

-16-

PP

ipe

J-M

-NE

-17-

MH

J-M

-NE

-16-

MH

107.

9811

5.95

114.

441.

4000

12.0

000.

0120

4.02

4.56

0.88

5.72

1.00

1.00

26.0

0S

UR

CH

AR

GE

D11

6L-

M-N

E-1

7-P

Pip

eJ-

M-N

E-1

8-M

HJ-

M-N

E-1

7-M

H10

5.84

117.

5311

6.05

1.40

0012

.000

0.01

204.

534.

560.

995.

791.

001.

0023

.00

SU

RC

HA

RG

ED

117

L-M

-NE

-18-

PP

ipe

J-M

-NE

-19-

MH

J-M

-NE

-18-

MH

145.

4211

8.80

117.

630.

8000

12.0

000.

0120

5.35

3.46

1.55

6.82

1.00

1.00

21.0

0S

UR

CH

AR

GE

D11

8L-

M-N

E-1

9-P

Pip

eJ-

M-N

E-2

0-C

BJ-

M-N

E-1

9-M

H13

.07

118.

9611

8.90

0.46

0012

.000

0.01

202.

222.

620.

852.

831.

001.

0023

.00

SU

RC

HA

RG

ED

119

L-M

-NE

-20-

PP

ipe

J-M

-NE

-21-

MH

J-M

-NE

-20-

CB

119.

5911

9.66

119.

060.

5000

12.0

000.

0120

3.03

2.73

1.11

3.86

1.00

1.00

19.0

0S

UR

CH

AR

GE

D12

0L-

M-N

E-2

1-P

Pip

eJ-

M-N

E-2

2-M

HJ-

M-N

E-2

1-M

H11

2.30

120.

3211

9.76

0.50

0012

.000

0.01

203.

032.

731.

113.

861.

001.

0016

.00

SU

RC

HA

RG

ED

121

L-M

-NE

-22-

PP

ipe

J-M

-NE

-23-

CB

J-M

-NE

-22-

MH

246.

0012

1.65

120.

420.

5000

12.0

000.

0120

3.03

2.73

1.11

3.86

1.00

1.00

11.0

0S

UR

CH

AR

GE

D12

2L-

M-W

G-0

1-P

Pip

eJ-

M-W

G-0

1-M

HJ-

M-M

RW

-02-

MH

27.5

211

1.40

111.

260.

5100

12.0

000.

0120

2.30

2.75

0.83

2.92

1.00

1.00

81.0

0S

UR

CH

AR

GE

D12

3L-

M-W

G-0

2-P

Pip

eJ-

M-W

G-0

2-M

HJ-

M-W

G-0

1-M

H36

.55

111.

6711

1.49

0.49

0012

.000

0.01

203.

662.

711.

354.

661.

001.

0073

.00

SU

RC

HA

RG

ED

124

L-M

-WG

-03-

PP

ipe

J-M

-WG

-03-

MH

J-M

-WG

-02-

MH

143.

5411

4.19

111.

771.

6900

12.0

000.

0120

4.86

5.01

0.97

6.19

1.00

1.00

54.0

0S

UR

CH

AR

GE

D12

5L-

M-W

G-0

4-P

Pip

eJ-

M-W

G-0

4-M

HJ-

M-W

G-0

3-M

H17

5.82

117.

4211

4.29

1.78

0012

.000

0.01

205.

215.

151.

016.

631.

001.

0022

.00

SU

RC

HA

RG

ED

126

L-M

-WP

D-0

1-P

Pip

eJ-

M-W

PD

-02-

MH

J-M

-EB

-15

111.

3577

.53

76.5

30.

9000

24.0

000.

0120

21.9

423

.22

0.94

7.01

1.99

1.00

0.00

Cal

cula

ted

127

L-M

-WP

D-0

2-P

Pip

eJ-

M-W

PD

-03-

MH

J-M

-WP

D-0

2-M

H21

5.30

78.6

477

.57

0.50

0024

.000

0.01

2021

.88

17.2

81.

276.

972.

001.

0032

.00

SU

RC

HA

RG

ED

128

L-M

-WP

D-0

3-P

Pip

eJ-

M-W

PD

-04-

MH

J-M

-WP

D-0

3-M

H10

6.13

79.2

478

.72

0.49

0024

.000

0.01

2019

.31

17.1

51.

136.

152.

001.

0040

.00

SU

RC

HA

RG

ED

129

L-M

-WP

D-0

4-P

Pip

eJ-

M-W

PD

-05-

MH

J-M

-WP

D-0

4-M

H17

2.44

80.1

779

.28

0.52

0024

.000

0.01

2019

.18

17.6

11.

096.

112.

001.

0052

.00

SU

RC

HA

RG

ED

130

L-M

-WP

D-0

5-P

Pip

eJ-

M-W

PD

-06-

MH

J-M

-WP

D-0

5-M

H17

3.05

81.0

780

.27

0.46

0024

.000

0.01

2021

.68

16.6

61.

306.

902.

001.

0050

.00

SU

RC

HA

RG

ED

131

L-M

-WP

D-0

6-P

Pip

eJ-

M-W

PD

-07-

MH

J-M

-WP

D-0

6-M

H15

5.60

81.8

781

.11

0.49

0024

.000

0.01

2021

.87

17.1

31.

286.

962.

001.

0086

.00

SU

RC

HA

RG

ED

132

L-M

-WP

D-0

7-P

Pip

eJ-

M-W

PD

-08-

MH

J-M

-WP

D-0

7-M

H15

1.73

84.0

382

.19

1.21

0024

.000

0.01

2015

.18

26.9

90.

564.

832.

001.

0041

.00

SU

RC

HA

RG

ED

133

L-M

-WP

D-0

8-P

Pip

eJ-

M-W

PD

-09-

MH

J-M

-WP

D-0

8-M

H17

3.85

86.5

084

.09

1.39

0024

.000

0.01

2017

.51

28.8

60.

617.

722.

001.

0024

.00

SU

RC

HA

RG

ED

134

L-M

-WP

D-0

9-P

Pip

eJ-

M-W

PD

-10-

MH

J-M

-WP

D-0

9-M

H11

4.44

92.3

390

.06

1.98

0018

.000

0.01

2013

.39

16.0

30.

848.

151.

501.

0011

.00

SU

RC

HA

RG

ED

135

L-M

-WP

D-1

0-P

Pip

eJ-

M-W

PD

-11-

MH

J-M

-WP

D-1

0-M

H14

3.32

95.2

292

.37

1.99

0018

.000

0.01

2013

.41

16.0

50.

847.

841.

501.

0011

.00

SU

RC

HA

RG

ED

136

L-M

-WP

D-1

1-P

Pip

eJ-

M-W

PD

-12-

MH

J-M

-WP

D-1

1-M

H25

3.06

100.

3695

.29

2.00

0018

.000

0.01

2014

.00

16.1

10.

878.

901.

501.

003.

00S

UR

CH

AR

GE

D13

7L-

M-W

PD

-12-

PP

ipe

J-M

-WP

D-1

3-M

HJ-

M-W

PD

-12-

MH

195.

0610

4.33

100.

441.

9900

18.0

000.

0120

14.1

816

.07

0.88

8.91

1.33

0.96

0.00

Cal

cula

ted

138

L-M

-WP

D-1

3-P

Pip

eJ-

M-W

PD

-14-

MH

J-M

-WP

D-1

3-M

H22

3.08

108.

8410

4.38

2.00

0018

.000

0.01

2014

.52

16.0

90.

908.

851.

400.

940.

00C

alcu

late

d13

9L-

M-W

PD

-14-

PP

ipe

J-M

-WP

D-1

5-M

HJ-

M-W

PD

-14-

MH

115.

4211

1.25

108.

951.

9900

18.0

000.

0120

6.56

16.0

60.

415.

910.

930.

630.

00C

alcu

late

d14

0L-

M-W

PD

-15-

PP

ipe

J-M

-WP

D-1

6-M

HJ-

M-W

PD

-15-

MH

251.

5411

6.36

111.

312.

0100

18.0

000.

0120

6.58

16.1

20.

418.

050.

650.

470.

00C

alcu

late

d14

1L-

M-W

PD

-16-

PP

ipe

J-M

-WP

D-1

7-M

HJ-

M-W

PD

-16-

MH

143.

2811

9.26

116.

451.

9600

18.0

000.

0120

6.57

15.9

40.

417.

920.

670.

480.

00C

alcu

late

d14

2L-

M-W

PD

-17-

PP

ipe

J-M

-WP

D-1

8-M

HJ-

M-W

PD

-17-

MH

153.

7712

2.28

119.

311.

9300

18.0

000.

0120

6.60

15.8

20.

427.

740.

690.

490.

00C

alcu

late

d14

3L-

M-W

PD

-18-

PP

ipe

J-M

-WP

D-1

9-C

BJ-

M-W

PD

-18-

MH

261.

4012

9.04

122.

412.

5400

18.0

000.

0120

6.59

18.1

20.

368.

950.

630.

430.

00C

alcu

late

d14

4L-

M-W

PD

-19-

PP

ipe

J-M

-WP

D-2

0-C

BJ-

M-W

PD

-19-

CB

98.0

413

0.05

129.

580.

4800

18.0

000.

0120

6.62

7.88

0.84

4.51

1.13

0.77

0.00

Cal

cula

ted

145

L-M

-WP

D-2

0-P

Pip

eJ-

M-W

PD

-21-

MH

J-M

-WP

D-2

0-C

B67

.15

130.

0913

0.07

0.03

0018

.000

0.01

206.

671.

963.

403.

891.

380.

940.

00>

CA

PA

CIT

Y14

6L-

M-W

PD

-21-

PP

ipe

J-M

-WP

D-2

2-C

BJ-

M-W

PD

-21-

MH

143.

6813

1.05

130.

450.

4200

18.0

000.

0120

6.73

7.35

0.91

3.84

1.44

0.97

0.00

Cal

cula

ted

147

L-M

-WP

D-2

2-P

Pip

eJ-

M-W

PD

-23-

CB

J-M

-WP

D-2

2-C

B70

.39

131.

4013

1.14

0.37

0018

.000

0.01

203.

996.

920.

583.

171.

330.

920.

00C

alcu

late

d14

8L-

M-W

PD

-23-

PP

ipe

J-M

-WP

D-2

4-I

J-M

-WP

D-2

3-C

B60

.69

139.

6313

6.00

5.98

0018

.000

0.02

403.

9913

.92

0.29

6.44

0.57

0.38

0.00

Cal

cula

ted

149

L-M

-WP

D-2

5-P

Pip

eJ-

M-W

PD

-26-

CB

J-M

-WP

D-2

5-O

173.

4815

4.26

153.

390.

5000

12.0

000.

0240

3.30

1.37

2.41

4.74

0.84

0.84

0.00

> C

AP

AC

ITY

150

L-M

-B-0

1-C

Cha

nnel

J-M

-B-0

2-M

HO

-M-B

-01-

O30

.00

21.0

016

.00

16.6

700

24.0

000.

0800

37.7

826

0.13

0.15

5.25

0.71

0.36

0.00

151

L-M

-MR

W-2

0-D

Cha

nnel

J-M

-MR

W-2

0-C

BS

T-M

-MR

W-1

9-P

D25

.00

137.

0013

4.00

12.0

000

12.0

000.

0320

3.87

301.

920.

012.

740.

070.

070.

0015

2L-

M-W

PD

-24-

CC

hann

elJ-

M-W

PD

-25-

OJ-

M-W

PD

-24-

I32

6.79

153.

3913

9.63

4.21

0012

.000

0.03

003.

3611

.89

0.28

6.14

0.60

0.61

0.00

153

L-O

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N-0

1-C

Cha

nnel

J-M

-BB

N-0

1-M

HJ-

M-W

PD

-05-

MH

59.6

490

.59

89.4

91.

8400

7.44

00.

0320

0.00

164.

340.

000.

000.

000.

000.

0015

4L-

O-B

BN

-02-

CC

hann

elJ-

M-B

BN

-02-

MH

J-M

-BB

N-0

1-M

H14

8.55

93.8

690

.59

2.20

007.

440

0.03

200.

0017

9.54

0.00

0.00

0.00

0.00

0.00

155

L-O

-BB

N-0

3-C

Cha

nnel

J-M

-BB

N-0

3-M

HJ-

M-B

BN

-02-

MH

192.

7295

.97

93.8

61.

0900

7.44

00.

0320

2.31

126.

620.

021.

990.

130.

220.

0015

6L-

O-B

BN

-04-

CC

hann

elJ-

M-B

BN

-04-

MH

J-M

-BB

N-0

3-M

H84

.97

96.8

695

.97

1.05

007.

440

0.03

204.

1912

3.85

0.03

2.28

0.16

0.28

0.00

157

L-O

-BB

N-0

5-C

Cha

nnel

J-M

-BB

N-0

5-M

HJ-

M-B

BN

-04-

MH

240.

1599

.25

96.8

61.

0000

7.44

00.

0320

4.94

120.

720.

042.

330.

180.

300.

0015

8L-

O-F

-01-

CC

hann

elJ-

M-M

-04-

MH

J-M

-M-0

3-C

B15

5.72

71.5

670

.13

0.92

007.

440

0.03

000.

0011

5.96

0.00

0.00

0.00

0.00

0.00

159

L-O

-F-0

2-C

Cha

nnel

J-M

-M-0

5-M

HJ-

M-M

-04-

MH

210.

6873

.97

71.5

61.

1400

7.44

00.

0320

0.00

129.

430.

000.

000.

000.

000.

0016

0L-

O-F

-11-

CC

hann

elJ-

M-F

-01-

MH

J-M

-M-0

5-M

H32

.00

73.9

573

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600

7.44

00.

0130

0.00

63.3

70.

000.

000.

000.

000.

0016

1L-

O-F

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CC

hann

elJ-

M-F

-02-

CB

J-M

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1-M

H24

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74.3

673

.95

1.66

007.

440

0.03

200.

0020

0.29

0.00

0.00

0.00

0.00

0.00

162

L-O

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3-C

Cha

nnel

J-M

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3-M

HJ-

M-F

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CB

19.5

074

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74.3

60.

2100

7.44

00.

0320

0.00

70.3

40.

000.

000.

000.

000.

0016

3L-

O-F

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CC

hann

elJ-

M-F

-04-

MH

J-M

-F-0

3-M

H46

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74.7

374

.40

0.71

007.

440

0.03

200.

0010

1.65

0.00

0.00

0.00

0.00

0.00

164

L-O

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N-0

1-C

Cha

nnel

J-M

-GT

N-0

4-M

HJ-

M-G

TN

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MH

111.

2595

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94.9

10.

6700

7.44

00.

0320

28.2

899

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0.28

2.00

0.43

0.80

0.00

165

L-O

-GT

S-0

1-C

Cha

nnel

J-M

-GT

S-0

1-M

HJ-

M-G

TS

-02-

MH

84.7

591

.87

91.2

70.

7100

7.44

00.

0320

0.00

101.

820.

000.

000.

100.

180.

0016

6L-

O-G

TS

-02-

CC

hann

elJ-

M-G

TS

-03-

MH

J-M

-GT

S-0

2-M

H51

.85

91.5

391

.27

0.50

007.

440

0.03

201.

0385

.69

0.01

0.96

0.15

0.27

0.00

167

L-O

-HW

-01-

CC

hann

elS

T-M

-HW

-01-

CH

J-L-

WP

D-0

1-C

B53

5.00

105.

1582

.41

4.25

0010

.440

0.03

204.

9143

5.26

0.01

4.11

0.15

0.17

0.00

168

L-O

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W-0

1-C

Cha

nnel

J-M

-MR

W-0

2-M

HJ-

M-M

RW

-01-

MH

157.

9011

6.45

114.

990.

9200

7.44

00.

0320

5.88

116.

360.

052.

380.

190.

320.

0016

9L-

O-M

RW

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CC

hann

elJ-

M-M

RW

-01-

MH

J-M

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D-1

4-M

H24

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114.

9911

5.10

-0.4

500

7.44

00.

0320

0.00

81.5

90.

000.

000.

000.

000.

0017

0L-

O-N

E-0

1-C

Cha

nnel

J-M

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MH

J-M

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CB

20.5

910

1.42

101.

101.

5500

7.44

00.

0130

10.3

512

79.5

30.

010.

160.

621.

0044

.00

171

L-O

-NE

-02-

CC

hann

elJ-

M-N

E-0

5-M

HJ-

M-N

E-0

4-M

H12

8.47

102.

6310

1.42

0.94

007.

440

0.03

205.

2511

7.44

0.04

1.19

0.39

0.63

0.00

Extended Bypass Model - 10-Year Event

Appendix B Page 56 of 157

Page 70: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

men

tE

lem

ent

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mT

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t)Le

ngth

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tO

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tA

vera

geD

iam

eter

or

Man

ning

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Des

ign

Flo

wP

eak

Flo

w/

Pea

k F

low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

dID

Typ

e(I

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ode

Inve

rtIn

vert

Slo

peH

eigh

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ough

ness

Flo

wC

apac

ityD

esig

n F

low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

eE

leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

172

L-O

-NE

-03-

CC

hann

elJ-

M-N

E-0

6-M

HJ-

M-N

E-0

5-M

H16

0.18

104.

2010

2.63

0.98

007.

440

0.03

204.

9711

9.80

0.04

2.28

0.17

0.30

0.00

173

L-O

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-04-

CC

hann

elJ-

M-N

E-0

7-M

HJ-

M-N

E-0

6-M

H10

9.25

105.

3610

4.20

1.06

007.

440

0.03

205.

2212

4.69

0.04

2.43

0.18

0.30

0.00

174

L-O

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-05-

CC

hann

elJ-

M-N

E-0

8-M

HJ-

M-N

E-0

7-M

H10

5.84

106.

4510

5.36

1.03

007.

440

0.03

205.

3712

2.80

0.04

2.42

0.19

0.31

0.00

175

L-O

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-06-

CC

hann

elJ-

M-N

E-0

9-M

HJ-

M-N

E-0

8-M

H10

6.34

107.

5510

6.45

1.03

007.

440

0.03

205.

4212

3.08

0.04

2.43

0.19

0.31

0.00

176

L-O

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CC

hann

elJ-

M-N

E-1

0-M

HJ-

M-N

E-0

9-M

H66

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108.

3310

7.55

1.17

007.

440

0.03

205.

5313

0.85

0.04

2.54

0.19

0.30

0.00

177

L-O

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CC

hann

elJ-

M-N

E-1

1-M

HJ-

M-N

E-1

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H71

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109.

0910

8.33

1.06

007.

440

0.03

205.

6412

4.41

0.05

2.48

0.19

0.31

0.00

178

L-O

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CC

hann

elJ-

M-N

E-1

2-M

HJ-

M-N

E-1

1-M

H33

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109.

4910

9.09

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007.

440

0.02

702.

7827

0.92

0.01

0.38

0.12

0.19

0.00

179

L-O

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-10-

CC

hann

elJ-

M-N

E-1

4-M

HJ-

M-N

E-1

3-M

H24

0.65

116.

4411

3.67

1.15

007.

440

0.03

200.

0012

9.83

0.00

0.00

0.31

0.50

0.00

180

L-O

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CC

hann

elJ-

M-N

E-1

5-M

HJ-

M-N

E-1

4-M

H11

5.13

117.

8611

6.44

1.23

007.

440

0.03

200.

0013

4.39

0.00

0.00

0.00

0.00

0.00

181

L-O

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CC

hann

elJ-

M-N

E-1

6-M

HJ-

M-N

E-1

5-M

H16

5.49

119.

8711

7.86

1.21

007.

440

0.03

200.

0013

3.36

0.00

0.00

0.00

0.00

0.00

182

L-O

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CC

hann

elJ-

M-N

E-1

7-M

HJ-

M-N

E-1

6-M

H12

7.38

121.

4411

9.87

1.23

007.

440

0.03

200.

0013

4.35

0.00

0.00

0.00

0.00

0.00

183

L-O

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CC

hann

elJ-

M-N

E-1

8-M

HJ-

M-N

E-1

7-M

H13

0.95

122.

9812

1.44

1.18

007.

440

0.03

200.

0013

1.23

0.00

0.00

0.00

0.00

0.00

184

L-O

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CC

hann

elJ-

M-N

E-1

9-M

HJ-

M-N

E-1

8-M

H16

5.36

125.

1412

2.98

1.31

007.

440

0.03

200.

0013

8.31

0.00

0.00

0.00

0.00

0.00

185

L-O

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CC

hann

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M-N

E-1

9-M

HJ-

M-N

E-2

0-C

B18

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125.

1412

5.08

0.32

007.

440

0.01

300.

0028

9.73

0.00

0.00

0.00

0.00

0.00

186

L-O

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CC

hann

elJ-

M-W

G-0

1-M

HJ-

M-M

RW

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MH

27.5

211

6.55

116.

450.

3600

7.44

00.

0320

4.55

72.9

50.

061.

690.

200.

340.

0018

7L-

O-W

G-0

2-C

Cha

nnel

J-M

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MH

J-M

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-01-

MH

36.5

511

7.34

116.

552.

1600

7.44

00.

0320

2.44

177.

910.

011.

390.

160.

270.

0018

8L-

O-W

G-0

3-C

Cha

nnel

J-M

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-03-

MH

J-M

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MH

143.

5412

0.23

117.

342.

0100

7.44

00.

0320

1.30

171.

710.

011.

730.

100.

180.

0018

9L-

O-W

G-0

4-C

Cha

nnel

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Extended Bypass Model - 10-Year Event

Appendix B Page 57 of 157

Page 71: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)1 J-L-WPD-01-CB 77.99 83.28 5.29 77.99 0.00 83.28 0.00 0.00 0.002 J-M-B-02-MH 18.14 23.00 4.86 18.14 0.00 23.00 0.00 0.00 0.003 J-M-B-03-D 19.58 124.25 104.67 19.58 0.00 124.25 0.00 0.00 0.004 J-M-B-04-D 33.12 121.62 88.50 33.12 0.00 121.62 0.00 0.00 0.005 J-M-B-05-D 45.37 119.53 74.16 45.37 0.00 119.53 0.00 0.00 0.006 J-M-B-06-MH 58.29 72.00 13.71 58.29 0.00 74.00 2.00 0.00 0.007 J-M-BBC-04-CB 84.70 90.22 5.52 84.70 0.00 90.22 0.00 5102.00 0.008 J-M-BBN-01-MH 83.24 91.21 7.97 83.24 0.00 91.21 0.00 0.00 0.009 J-M-BBN-02-MH 86.01 94.48 8.47 86.01 0.00 94.48 0.00 0.00 0.00

10 J-M-BBN-03-MH 87.02 96.59 9.57 87.02 0.00 96.59 0.00 0.00 0.0011 J-M-BBN-04-MH 87.55 97.48 9.93 87.55 0.00 97.48 0.00 0.00 0.0012 J-M-BBN-05-MH 88.82 99.87 11.05 88.82 0.00 99.87 0.00 0.00 0.0013 J-M-EB-01 59.90 72.00 12.10 59.90 0.00 72.00 0.00 0.00 0.0014 J-M-EB-02 60.60 73.50 12.90 60.60 0.00 73.50 0.00 0.00 0.0015 J-M-EB-03 62.05 77.00 14.95 62.05 0.00 77.00 0.00 0.00 0.0016 J-M-EB-04 63.57 80.00 16.43 63.57 0.00 80.00 0.00 0.00 0.0017 J-M-EB-05 64.86 83.50 18.64 64.86 0.00 83.50 0.00 0.00 0.0018 J-M-EB-06 66.10 86.00 19.90 66.10 0.00 86.00 0.00 0.00 0.0019 J-M-EB-07 67.28 84.00 16.72 67.28 0.00 84.00 0.00 0.00 0.0020 J-M-EB-08 68.47 81.00 12.53 68.47 0.00 81.00 0.00 0.00 0.0021 J-M-EB-09 69.10 80.00 10.90 69.10 0.00 80.00 0.00 0.00 0.0022 J-M-EB-10 69.83 79.00 9.17 69.83 0.00 79.00 0.00 0.00 0.0023 J-M-EB-11 70.44 80.00 9.56 70.44 0.00 80.00 0.00 0.00 0.0024 J-M-EB-12 71.81 82.50 10.69 71.81 0.00 82.50 0.00 0.00 0.0025 J-M-EB-13 73.03 84.00 10.97 73.03 0.00 84.00 0.00 0.00 0.0026 J-M-EB-14 73.64 84.50 10.86 73.64 0.00 84.50 0.00 0.00 0.0027 J-M-EB-15 74.37 84.41 10.04 74.37 0.00 84.41 0.00 0.00 0.0028 J-M-EB-16 76.60 84.00 7.40 76.60 0.00 84.00 0.00 0.00 0.0029 J-M-EB-17 77.40 85.95 8.55 77.40 0.00 85.95 0.00 0.00 0.0030 J-M-EB-18 78.94 88.05 9.11 78.94 0.00 88.05 0.00 0.00 0.0031 J-M-EB-19 80.01 90.36 10.35 80.01 0.00 90.36 0.00 0.00 0.0032 J-M-EB-20 82.09 91.79 9.70 82.09 0.00 91.79 0.00 0.00 0.0033 J-M-EB-21 82.68 94.05 11.37 82.68 0.00 94.05 0.00 0.00 0.0034 J-M-EB-22 84.59 96.08 11.49 84.59 0.00 96.08 0.00 0.00 0.0035 J-M-EB-23 86.40 97.41 11.01 86.40 0.00 97.41 0.00 0.00 0.0036 J-M-EB-24 92.17 100.71 8.54 92.17 0.00 100.71 0.00 0.00 0.0037 J-M-EB-25 97.85 106.05 8.20 97.85 0.00 106.05 0.00 0.00 0.0038 J-M-EB-26 103.52 111.51 7.99 103.52 0.00 111.51 0.00 0.00 0.0039 J-M-F-01-MH 68.27 74.57 6.30 68.27 0.00 74.57 0.00 0.00 0.0040 J-M-F-02-CB 68.67 74.98 6.31 68.67 0.00 74.98 0.00 0.00 0.0041 J-M-F-03-MH 68.92 75.02 6.10 68.92 0.00 75.02 0.00 0.00 0.0042 J-M-F-04-MH 69.48 75.35 5.87 69.48 0.00 75.35 0.00 0.00 0.0043 J-M-GTN-01-MH 87.82 97.29 9.47 87.82 0.00 97.29 0.00 0.00 0.0044 J-M-GTN-02-MH 88.17 98.09 9.92 88.17 0.00 98.09 0.00 0.00 0.0045 J-M-GTN-03-MH 88.92 97.86 8.94 88.92 0.00 97.86 0.00 0.00 0.0046 J-M-GTN-04-MH 89.81 96.28 6.47 89.81 0.00 96.28 0.00 0.00 0.0047 J-M-GTN-05-MH 90.31 95.53 5.22 90.31 0.00 95.53 0.00 8629.00 0.0048 J-M-GTN-06-MH 92.16 97.24 5.08 92.16 0.00 97.24 0.00 0.00 0.0049 J-M-GTN-07-MH 93.15 98.46 5.31 93.15 0.00 98.46 0.00 0.00 0.0050 J-M-GTS-01-MH 84.01 92.49 8.48 84.01 0.00 92.49 0.00 0.00 0.0051 J-M-GTS-02-MH 84.49 91.89 7.40 84.49 0.00 91.89 0.00 0.00 0.0052 J-M-GTS-03-MH 85.25 92.15 6.90 85.25 0.00 92.15 0.00 0.00 0.0053 J-M-GTS-04-MH 87.54 94.49 6.95 87.54 0.00 94.49 0.00 0.00 0.0054 J-M-GTS-05-MH 88.86 95.92 7.06 88.86 0.00 95.92 0.00 10.00 0.0055 J-M-GTS-06-MH 89.30 96.48 7.18 89.30 0.00 96.48 0.00 10.00 0.0056 J-M-GTS-07-MH 90.98 98.10 7.12 90.98 0.00 98.10 0.00 0.00 0.0057 J-M-GTS-08-MH 91.76 100.61 8.85 91.76 0.00 100.61 0.00 0.00 0.0058 J-M-GTS-09-MH 92.03 101.38 9.35 92.03 0.00 101.38 0.00 0.00 0.0059 J-M-GTS-10-MH 92.36 102.32 9.96 92.36 0.00 102.32 0.00 0.00 0.0060 J-M-GTS-12-MH 93.05 101.43 8.38 93.05 0.00 101.43 0.00 0.00 0.0061 J-M-GTS-13-MH 93.34 100.14 6.80 93.34 0.00 100.14 0.00 0.00 0.0062 J-M-M-03-CB 63.72 71.50 7.78 63.72 0.00 71.50 0.00 0.00 0.0063 J-M-M-04-MH 65.33 72.18 6.85 65.33 0.00 72.18 0.00 0.00 0.0064 J-M-M-05-MH 66.98 74.59 7.61 66.98 0.00 74.59 0.00 0.00 0.0065 J-M-M-06-MH 67.65 75.24 7.59 67.65 0.00 75.24 0.00 0.00 0.0066 J-M-M-07-MH 68.39 76.87 8.48 68.39 0.00 76.87 0.00 0.00 0.0067 J-M-M-08-MH 68.81 77.97 9.16 68.81 0.00 77.97 0.00 0.00 0.0068 J-M-M-09-MH 69.56 79.62 10.06 69.56 0.00 79.62 0.00 0.00 0.0069 J-M-M-10-MH 69.95 80.52 10.57 69.95 0.00 80.52 0.00 0.00 0.0070 J-M-M-11-MH 70.34 81.51 11.17 70.34 0.00 81.51 0.00 0.00 0.0071 J-M-M-12-MH 70.83 83.82 12.99 70.83 0.00 83.82 0.00 0.00 0.0072 J-M-MRW-01-MH 109.03 115.61 6.58 109.03 0.00 115.61 0.00 0.00 0.0073 J-M-MRW-02-MH 111.03 117.07 6.04 111.03 0.00 117.07 0.00 0.00 0.0074 J-M-MRW-03-MH 112.75 128.03 15.28 112.75 0.00 128.03 0.00 0.00 0.0075 J-M-MRW-04-MH 120.68 136.83 16.15 120.68 0.00 136.83 0.00 0.00 0.0076 J-M-MRW-05-MH 122.32 140.48 18.16 122.32 0.00 140.48 0.00 0.00 0.0077 J-M-MRW-06A-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0078 J-M-MRW-06B-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0079 J-M-MRW-07-MH 124.69 135.14 10.45 124.69 0.00 135.14 0.00 5755.00 0.0080 J-M-MRW-08-MH 125.38 137.16 11.78 125.38 0.00 137.16 0.00 0.00 0.0081 J-M-MRW-09-MH 125.98 139.48 13.50 125.98 0.00 139.48 0.00 0.00 0.0082 J-M-MRW-10-MH 126.59 138.92 12.33 126.59 0.00 138.92 0.00 0.00 0.00

Extended Bypass Model - 10-Year Event

Appendix B Page 58 of 157

Page 72: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)83 J-M-MRW-11-MH 127.34 136.88 9.54 127.34 0.00 136.88 0.00 10.00 0.0084 J-M-MRW-12-MH 128.22 140.97 12.75 128.22 0.00 140.97 0.00 0.00 0.0085 J-M-MRW-13-MH 128.70 139.79 11.09 128.70 0.00 139.79 0.00 10.00 0.0086 J-M-MRW-14-MH 128.98 139.18 10.20 128.98 0.00 139.18 0.00 10.00 0.0087 J-M-MRW-15-MH 129.51 137.85 8.34 129.51 0.00 137.85 0.00 10.00 0.0088 J-M-MRW-16-MH 130.08 136.70 6.62 130.08 0.00 136.70 0.00 10.00 0.0089 J-M-MRW-17-MH 130.73 135.54 4.81 130.73 0.00 135.54 0.00 10.00 0.0090 J-M-MRW-18-CB 130.93 135.35 4.42 130.93 0.00 135.35 0.00 0.00 0.0091 J-M-MRW-20-CB 132.83 138.00 5.17 132.83 0.00 138.00 0.00 0.00 0.0092 J-M-MRW-21-MH 168.94 175.34 6.40 168.94 0.00 175.34 0.00 0.00 0.0093 J-M-MRW-22-CB 170.92 175.13 4.21 170.92 0.00 175.13 0.00 0.00 0.0094 J-M-NE-01-MH 93.46 99.72 6.26 93.46 0.00 99.72 0.00 0.00 0.0095 J-M-NE-02-MH 94.87 101.00 6.13 94.87 0.00 101.00 0.00 0.00 0.0096 J-M-NE-03-CB 95.75 101.72 5.97 95.75 0.00 101.72 0.00 5563.00 0.0097 J-M-NE-04-MH 95.92 102.04 6.12 95.92 0.00 102.04 0.00 5479.00 0.0098 J-M-NE-05-MH 96.80 103.25 6.45 96.80 0.00 103.25 0.00 0.00 0.0099 J-M-NE-06-MH 98.53 104.82 6.29 98.53 0.00 104.82 0.00 0.00 0.00

100 J-M-NE-07-MH 99.73 105.98 6.25 99.73 0.00 105.98 0.00 0.00 0.00101 J-M-NE-08-MH 100.94 107.07 6.13 100.94 0.00 107.07 0.00 0.00 0.00102 J-M-NE-09-MH 102.08 108.17 6.09 102.08 0.00 108.17 0.00 0.00 0.00103 J-M-NE-10-MH 102.78 108.95 6.17 102.78 0.00 108.95 0.00 0.00 0.00104 J-M-NE-11-MH 103.34 109.71 6.37 103.34 0.00 109.71 0.00 0.00 0.00105 J-M-NE-12-MH 103.91 110.11 6.20 103.91 0.00 110.11 0.00 0.00 0.00106 J-M-NE-13-MH 107.69 114.29 6.60 107.69 0.00 114.29 0.00 8312.00 0.00107 J-M-NE-14-MH 110.78 117.06 6.28 110.78 0.00 117.06 0.00 0.00 0.00108 J-M-NE-15-MH 112.27 118.48 6.21 112.27 0.00 118.48 0.00 0.00 0.00109 J-M-NE-16-MH 114.34 120.49 6.15 114.34 0.00 120.49 0.00 0.00 0.00110 J-M-NE-17-MH 115.95 122.06 6.11 115.95 0.00 122.06 0.00 0.00 0.00111 J-M-NE-18-MH 117.53 123.60 6.07 117.53 0.00 123.60 0.00 0.00 0.00112 J-M-NE-19-MH 118.80 125.76 6.96 118.80 0.00 125.76 0.00 0.00 0.00113 J-M-NE-20-CB 118.96 125.70 6.74 118.96 0.00 125.70 0.00 0.00 0.00114 J-M-NE-21-MH 119.66 127.00 7.34 119.66 0.00 127.00 0.00 0.00 0.00115 J-M-NE-22-MH 120.32 131.20 10.88 120.32 0.00 131.20 0.00 0.00 0.00116 J-M-NE-23-CB 118.22 129.00 10.78 118.22 0.00 129.00 0.00 0.00 0.00117 J-M-WG-01-MH 111.40 117.27 5.87 111.40 0.00 117.27 0.00 0.00 0.00118 J-M-WG-02-MH 111.67 117.96 6.29 111.67 0.00 117.96 0.00 0.00 0.00119 J-M-WG-03-MH 114.19 120.85 6.66 114.19 0.00 120.85 0.00 0.00 0.00120 J-M-WG-04-MH 117.42 124.43 7.01 117.42 0.00 124.43 0.00 0.00 0.00121 J-M-WPD-02-MH 77.53 85.53 8.00 77.53 0.00 85.53 0.00 0.00 0.00122 J-M-WPD-03-MH 78.64 87.80 9.16 78.64 0.00 87.80 0.00 0.00 0.00123 J-M-WPD-04-MH 79.24 88.89 9.65 79.24 0.00 88.89 0.00 0.00 0.00124 J-M-WPD-05-MH 80.17 90.36 10.19 80.17 0.00 90.36 0.00 0.00 0.00125 J-M-WPD-06-MH 81.07 92.44 11.37 81.07 0.00 92.44 0.00 0.00 0.00126 J-M-WPD-07-MH 81.87 94.05 12.18 81.87 0.00 94.05 0.00 0.00 0.00127 J-M-WPD-08-MH 84.03 95.61 11.58 84.03 0.00 95.61 0.00 0.00 0.00128 J-M-WPD-09-MH 86.50 97.41 10.91 86.50 0.00 97.41 0.00 0.00 0.00129 J-M-WPD-10-MH 92.33 99.29 6.96 92.33 0.00 99.29 0.00 0.00 0.00130 J-M-WPD-11-MH 95.22 102.23 7.01 95.22 0.00 102.23 0.00 0.00 0.00131 J-M-WPD-12-MH 100.36 107.42 7.06 100.36 0.00 107.42 0.00 0.00 0.00132 J-M-WPD-13-MH 104.33 111.41 7.08 104.33 0.00 111.41 0.00 0.00 0.00133 J-M-WPD-14-MH 108.84 115.97 7.13 108.84 0.00 115.97 0.00 0.00 0.00134 J-M-WPD-15-MH 111.25 118.16 6.91 111.25 0.00 118.16 0.00 0.00 0.00135 J-M-WPD-16-MH 116.36 122.51 6.15 116.36 0.00 122.51 0.00 0.00 0.00136 J-M-WPD-17-MH 119.26 125.44 6.18 119.26 0.00 125.44 0.00 0.00 0.00137 J-M-WPD-18-MH 122.28 128.52 6.24 122.28 0.00 128.52 0.00 0.00 0.00138 J-M-WPD-19-CB 129.04 134.11 5.07 129.04 0.00 134.11 0.00 0.00 0.00139 J-M-WPD-20-CB 130.05 135.61 5.56 130.05 0.00 135.61 0.00 0.00 0.00140 J-M-WPD-21-MH 130.09 137.19 7.10 130.09 0.00 137.19 0.00 0.00 0.00141 J-M-WPD-22-CB 131.05 136.11 5.06 131.05 0.00 136.11 0.00 0.00 0.00142 J-M-WPD-23-CB 131.40 138.74 7.34 131.40 0.00 138.74 0.00 0.00 0.00143 J-M-WPD-24-I 139.63 141.13 1.50 139.63 0.00 141.13 0.00 0.00 0.00144 J-M-WPD-25-O 153.39 154.39 1.00 153.39 0.00 154.39 0.00 0.00 0.00145 J-M-WPD-26-CB 154.26 160.16 5.90 154.26 0.00 160.16 0.00 0.00 0.00

Extended Bypass Model - 10-Year Event

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB 8.81 3.91 79.26 1.27 0.00 4.02 78.22 0.23 0 12:12 0 00:00 0.00 0.002 J-M-B-02-MH 37.78 0.00 21.71 3.57 0.00 1.29 21.31 3.17 0 13:32 0 00:00 0.00 0.003 J-M-B-03-D 37.78 0.00 30.86 11.28 0.00 93.39 23.68 4.10 0 13:13 0 00:00 0.00 0.004 J-M-B-04-D 37.78 0.00 47.92 14.80 0.00 73.70 36.12 3.00 0 12:08 0 00:00 0.00 0.005 J-M-B-05-D 37.78 0.00 57.78 12.41 0.00 61.75 47.72 2.35 0 12:08 0 00:00 0.00 0.006 J-M-B-06-MH 37.78 0.00 65.02 6.73 0.00 6.98 59.75 1.46 0 13:32 0 00:00 0.00 0.007 J-M-BBC-04-CB 7.57 7.57 90.25 5.55 0.03 0.00 84.91 0.21 0 12:12 0 12:12 0.04 6.008 J-M-BBN-01-MH 6.22 0.00 88.81 5.57 0.00 2.40 83.83 0.59 0 12:21 0 00:00 0.00 0.009 J-M-BBN-02-MH 6.54 0.00 93.63 7.62 0.00 0.85 86.48 0.47 0 12:21 0 00:00 0.00 0.00

10 J-M-BBN-03-MH 7.61 0.00 96.11 9.09 0.00 0.48 87.75 0.73 0 12:20 0 00:00 0.00 0.0011 J-M-BBN-04-MH 8.56 0.00 97.03 9.48 0.00 0.45 88.38 0.83 0 12:15 0 00:00 0.00 0.0012 J-M-BBN-05-MH 10.11 10.11 99.43 10.61 0.00 0.44 89.74 0.92 0 12:12 0 00:00 0.00 0.0013 J-M-EB-01 77.98 0.00 65.45 5.55 0.00 6.55 61.32 1.42 0 13:26 0 00:00 0.00 0.0014 J-M-EB-02 78.19 0.00 65.70 5.10 0.00 7.80 61.97 1.37 0 13:05 0 00:00 0.00 0.0015 J-M-EB-03 78.51 0.00 66.18 4.13 0.00 10.82 63.19 1.14 0 12:49 0 00:00 0.00 0.0016 J-M-EB-04 78.83 0.00 66.86 3.29 0.00 13.14 64.55 0.98 0 12:18 0 00:00 0.00 0.0017 J-M-EB-05 79.12 3.27 68.22 3.36 0.00 15.28 65.80 0.94 0 12:16 0 00:00 0.00 0.0018 J-M-EB-06 77.35 0.00 69.46 3.36 0.00 16.54 67.04 0.94 0 12:15 0 00:00 0.00 0.0019 J-M-EB-07 77.80 0.00 70.69 3.41 0.00 13.31 68.22 0.94 0 12:14 0 00:00 0.00 0.0020 J-M-EB-08 72.08 0.00 71.74 3.27 0.00 9.26 69.39 0.92 0 12:15 0 00:00 0.00 0.0021 J-M-EB-09 72.08 0.00 72.67 3.57 0.00 7.33 70.09 0.99 0 12:15 0 00:00 0.00 0.0022 J-M-EB-10 83.01 7.26 73.51 3.68 0.00 5.49 70.82 0.99 0 12:16 0 00:00 0.00 0.0023 J-M-EB-11 79.42 0.00 74.43 3.99 0.00 5.57 71.45 1.01 0 12:18 0 00:00 0.00 0.0024 J-M-EB-12 79.41 0.00 75.55 3.74 0.00 6.95 72.73 0.92 0 12:18 0 00:00 0.00 0.0025 J-M-EB-13 79.98 0.00 76.68 3.65 0.00 7.32 73.95 0.92 0 12:18 0 00:00 0.00 0.0026 J-M-EB-14 80.20 0.00 77.62 3.98 0.00 6.88 74.63 0.99 0 12:18 0 00:00 0.00 0.0027 J-M-EB-15 80.58 0.00 78.52 4.15 0.00 5.89 75.36 0.99 0 12:18 0 00:00 0.00 0.0028 J-M-EB-16 54.50 0.00 80.20 3.60 0.00 3.80 77.50 0.90 0 12:18 0 00:00 0.00 0.0029 J-M-EB-17 54.50 0.00 81.19 3.79 0.00 4.76 78.16 0.76 0 12:18 0 00:00 0.00 0.0030 J-M-EB-18 54.50 0.00 83.77 4.83 0.00 4.28 79.71 0.77 0 12:18 0 00:00 0.00 0.0031 J-M-EB-19 54.50 0.00 85.80 5.79 0.00 4.56 80.82 0.81 0 12:18 0 00:00 0.00 0.0032 J-M-EB-20 38.78 0.00 88.10 6.01 0.00 3.69 82.55 0.46 0 12:18 0 00:00 0.00 0.0033 J-M-EB-21 38.78 0.00 90.33 7.65 0.00 3.72 83.31 0.63 0 12:17 0 00:00 0.00 0.0034 J-M-EB-22 28.47 0.00 91.99 7.40 0.00 4.09 85.23 0.64 0 12:09 0 00:00 0.00 0.0035 J-M-EB-23 30.63 0.00 92.50 6.10 0.00 4.91 86.98 0.58 0 12:16 0 00:00 0.00 0.0036 J-M-EB-24 23.80 0.00 93.44 1.27 0.00 7.27 92.49 0.32 0 12:15 0 00:00 0.00 0.0037 J-M-EB-25 23.57 0.00 99.00 1.15 0.00 7.05 98.20 0.35 0 12:12 0 00:00 0.00 0.0038 J-M-EB-26 23.68 0.00 104.68 1.16 0.00 6.83 103.87 0.35 0 12:12 0 00:00 0.00 0.0039 J-M-F-01-MH 3.88 0.00 69.16 0.89 0.00 5.41 68.38 0.11 0 12:12 0 00:00 0.00 0.0040 J-M-F-02-CB 3.91 0.00 69.85 1.18 0.00 5.13 68.82 0.15 0 12:12 0 00:00 0.00 0.0041 J-M-F-03-MH 3.97 0.00 70.54 1.62 0.00 4.48 69.10 0.18 0 12:12 0 00:00 0.00 0.0042 J-M-F-04-MH 4.08 4.08 71.54 2.06 0.00 3.81 69.64 0.16 0 12:12 0 00:00 0.00 0.0043 J-M-GTN-01-MH 3.52 0.00 93.12 5.30 0.00 4.17 88.41 0.59 0 12:23 0 00:00 0.00 0.0044 J-M-GTN-02-MH 3.52 0.00 96.11 7.94 0.00 1.98 88.78 0.61 0 12:33 0 00:00 0.00 0.0045 J-M-GTN-03-MH 3.86 0.00 97.86 8.94 0.00 0.00 89.55 0.63 0 12:23 0 12:33 0.00 0.0046 J-M-GTN-04-MH 7.24 0.00 95.07 5.26 0.00 1.21 90.50 0.69 0 12:18 0 00:00 0.00 0.0047 J-M-GTN-05-MH 32.04 8.86 95.69 5.38 0.16 0.00 91.25 0.94 0 12:23 0 12:23 2.48 67.0048 J-M-GTN-06-MH 2.07 0.00 97.14 4.98 0.00 0.10 92.73 0.57 0 12:14 0 00:00 0.00 0.0049 J-M-GTN-07-MH 2.05 0.00 97.91 4.76 0.00 0.55 93.60 0.45 0 12:14 0 00:00 0.00 0.0050 J-M-GTS-01-MH 12.42 0.00 91.14 7.13 0.00 1.35 84.61 0.60 0 12:18 0 00:00 0.00 0.0051 J-M-GTS-02-MH 13.16 11.65 91.49 7.00 0.00 0.40 85.11 0.62 0 12:19 0 00:00 0.00 0.0052 J-M-GTS-03-MH 6.85 0.00 91.65 6.40 0.00 0.50 85.84 0.59 0 12:19 0 00:00 0.00 0.0053 J-M-GTS-04-MH 6.56 0.00 94.49 6.95 0.00 0.00 87.95 0.41 0 12:11 0 12:11 0.00 0.0054 J-M-GTS-05-MH 6.55 0.00 95.92 7.06 0.00 0.00 89.25 0.39 0 12:12 0 12:12 0.00 0.0055 J-M-GTS-06-MH 6.55 0.00 96.49 7.19 0.01 0.00 89.71 0.41 0 12:12 0 12:12 0.00 0.0056 J-M-GTS-07-MH 6.07 0.00 97.87 6.89 0.00 0.23 91.31 0.33 0 12:14 0 00:00 0.00 0.0057 J-M-GTS-08-MH 6.03 0.00 97.26 5.50 0.00 3.35 92.20 0.44 0 12:14 0 00:00 0.00 0.0058 J-M-GTS-09-MH 6.03 0.00 96.96 4.93 0.00 4.42 92.50 0.47 0 12:14 0 00:00 0.00 0.0059 J-M-GTS-10-MH 6.03 0.00 97.31 4.95 0.00 5.01 92.83 0.47 0 12:14 0 00:00 0.00 0.0060 J-M-GTS-12-MH 6.03 0.00 98.09 5.04 0.00 3.34 93.50 0.45 0 12:14 0 00:00 0.00 0.0061 J-M-GTS-13-MH 6.03 0.00 98.46 5.12 0.00 1.68 93.83 0.49 0 12:14 0 00:00 0.00 0.0062 J-M-M-03-CB 23.57 7.73 65.89 2.17 0.00 5.61 63.97 0.25 0 13:32 0 00:00 0.00 0.0063 J-M-M-04-MH 16.28 0.00 66.84 1.51 0.00 5.34 65.56 0.23 0 12:19 0 00:00 0.00 0.0064 J-M-M-05-MH 16.29 3.12 68.54 1.56 0.00 6.05 67.22 0.24 0 12:18 0 00:00 0.00 0.0065 J-M-M-06-MH 12.42 0.00 69.21 1.56 0.00 6.03 67.83 0.18 0 12:19 0 00:00 0.00 0.0066 J-M-M-07-MH 12.42 0.00 70.13 1.74 0.00 6.74 68.61 0.22 0 12:19 0 00:00 0.00 0.0067 J-M-M-08-MH 12.44 0.00 70.72 1.91 0.00 7.25 69.09 0.28 0 12:19 0 00:00 0.00 0.0068 J-M-M-09-MH 12.47 2.26 71.33 1.77 0.00 8.29 69.76 0.20 0 12:18 0 00:00 0.00 0.0069 J-M-M-10-MH 11.30 0.00 71.83 1.88 0.00 8.69 70.13 0.18 0 12:18 0 00:00 0.00 0.0070 J-M-M-11-MH 11.31 0.00 72.26 1.92 0.00 9.25 70.52 0.18 0 12:18 0 00:00 0.00 0.0071 J-M-M-12-MH 11.45 1.54 72.63 1.80 0.00 11.19 70.99 0.16 0 12:18 0 00:00 0.00 0.0072 J-M-MRW-01-MH 23.84 0.00 110.16 1.13 0.00 5.45 109.37 0.34 0 12:12 0 00:00 0.00 0.0073 J-M-MRW-02-MH 24.11 3.60 116.65 5.62 0.00 0.42 111.86 0.83 0 12:12 0 00:00 0.00 0.0074 J-M-MRW-03-MH 15.23 0.00 121.41 8.66 0.00 6.62 113.76 1.01 0 12:02 0 00:00 0.00 0.0075 J-M-MRW-04-MH 15.23 0.00 127.52 6.84 0.00 9.31 121.23 0.55 0 12:02 0 00:00 0.00 0.0076 J-M-MRW-05-MH 15.23 0.00 130.71 8.39 0.00 9.77 123.30 0.98 0 12:14 0 00:00 0.00 0.0077 J-M-MRW-06A-MH 20.04 0.00 135.73 11.74 0.12 0.00 125.19 1.20 0 12:20 0 12:12 0.42 24.0078 J-M-MRW-06B-MH 29.62 29.62 135.78 11.79 0.17 0.00 128.16 4.17 0 12:18 0 12:09 0.57 27.0079 J-M-MRW-07-MH 10.77 0.00 135.79 11.10 0.65 0.00 128.27 3.58 0 12:14 0 12:08 1.09 37.0080 J-M-MRW-08-MH 4.48 0.00 136.83 11.45 0.00 0.33 128.44 3.06 0 12:40 0 00:00 0.00 0.0081 J-M-MRW-09-MH 4.48 0.00 138.06 12.08 0.00 1.42 128.63 2.65 0 12:41 0 00:00 0.00 0.00

Extended Bypass Model - 10-Year Event

Appendix B Page 60 of 157

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

82 J-M-MRW-10-MH 4.48 2.66 137.37 10.78 0.00 1.55 128.85 2.26 0 12:40 0 00:00 0.00 0.0083 J-M-MRW-11-MH 3.90 0.00 136.89 9.55 0.01 0.00 129.16 1.82 0 12:40 0 12:40 0.00 0.0084 J-M-MRW-12-MH 3.90 1.17 140.39 12.17 0.00 0.58 129.60 1.38 0 12:40 0 00:00 0.00 0.0085 J-M-MRW-13-MH 3.84 0.00 139.31 10.61 0.00 0.48 129.89 1.19 0 12:40 0 00:00 0.00 0.0086 J-M-MRW-14-MH 4.74 4.74 139.06 10.08 0.00 0.12 130.07 1.09 0 12:41 0 00:00 0.00 0.0087 J-M-MRW-15-MH 4.23 0.00 137.85 8.34 0.00 0.00 130.33 0.82 0 12:41 0 12:41 0.00 0.0088 J-M-MRW-16-MH 4.23 0.00 136.70 6.62 0.00 0.00 130.71 0.63 0 12:40 0 12:40 0.00 0.0089 J-M-MRW-17-MH 4.23 0.00 135.54 4.81 0.00 0.00 131.19 0.46 0 12:40 0 12:40 0.00 0.0090 J-M-MRW-18-CB 4.23 0.00 134.64 3.71 0.00 0.71 131.40 0.47 0 12:40 0 00:00 0.00 0.0091 J-M-MRW-20-CB 3.88 0.00 137.07 4.24 0.00 0.93 136.91 4.08 0 12:12 0 00:00 0.00 0.0092 J-M-MRW-21-MH 3.91 0.00 169.43 0.49 0.00 5.91 169.03 0.09 0 12:12 0 00:00 0.00 0.0093 J-M-MRW-22-CB 3.91 3.91 172.80 1.88 0.00 2.33 171.06 0.14 0 12:12 0 00:00 0.00 0.0094 J-M-NE-01-MH 6.03 0.00 98.58 5.12 0.00 1.14 93.97 0.51 0 12:14 0 00:00 0.00 0.0095 J-M-NE-02-MH 5.51 0.00 100.32 5.45 0.00 0.68 95.69 0.82 0 12:14 0 00:00 0.00 0.0096 J-M-NE-03-CB 13.36 7.25 102.11 6.36 0.39 0.00 96.90 1.15 0 13:00 0 12:13 1.47 92.0097 J-M-NE-04-MH 8.18 0.00 102.11 6.19 0.07 0.00 97.05 1.13 0 12:59 0 12:36 0.55 44.0098 J-M-NE-05-MH 8.41 0.00 102.82 6.02 0.00 0.43 97.85 1.05 0 12:14 0 00:00 0.00 0.0099 J-M-NE-06-MH 8.62 0.00 104.39 5.86 0.00 0.43 99.45 0.92 0 12:14 0 00:00 0.00 0.00

100 J-M-NE-07-MH 8.70 0.00 105.55 5.82 0.00 0.43 100.62 0.89 0 12:13 0 00:00 0.00 0.00101 J-M-NE-08-MH 8.75 0.00 106.64 5.70 0.00 0.43 101.78 0.84 0 12:12 0 00:00 0.00 0.00102 J-M-NE-09-MH 8.81 0.00 107.74 5.66 0.00 0.43 102.89 0.81 0 12:12 0 00:00 0.00 0.00103 J-M-NE-10-MH 8.82 0.00 108.52 5.74 0.00 0.43 103.60 0.82 0 12:12 0 00:00 0.00 0.00104 J-M-NE-11-MH 8.85 4.06 109.28 5.94 0.00 0.43 104.20 0.86 0 12:12 0 00:00 0.00 0.00105 J-M-NE-12-MH 4.87 0.00 109.53 5.62 0.00 0.58 104.66 0.75 0 12:12 0 00:00 0.00 0.00106 J-M-NE-13-MH 10.46 7.83 114.32 6.63 0.03 0.00 108.37 0.68 0 12:26 0 12:15 0.13 23.00107 J-M-NE-14-MH 3.51 0.00 116.45 5.67 0.00 0.61 111.21 0.43 0 12:20 0 00:00 0.00 0.00108 J-M-NE-15-MH 3.65 0.00 117.61 5.34 0.00 0.87 112.64 0.37 0 12:18 0 00:00 0.00 0.00109 J-M-NE-16-MH 4.02 0.00 119.12 4.78 0.00 1.37 114.63 0.29 0 12:17 0 00:00 0.00 0.00110 J-M-NE-17-MH 4.53 0.00 120.40 4.45 0.00 1.66 116.21 0.26 0 12:15 0 00:00 0.00 0.00111 J-M-NE-18-MH 5.35 0.00 121.94 4.41 0.00 1.66 117.77 0.24 0 12:14 0 00:00 0.00 0.00112 J-M-NE-19-MH 6.22 4.00 124.89 6.09 0.00 0.87 119.07 0.27 0 12:12 0 00:00 0.00 0.00113 J-M-NE-20-CB 3.03 0.00 125.08 6.12 0.00 0.62 119.21 0.25 0 12:12 0 00:00 0.00 0.00114 J-M-NE-21-MH 3.03 0.00 125.73 6.07 0.00 1.27 119.87 0.21 0 12:12 0 00:00 0.00 0.00115 J-M-NE-22-MH 3.03 0.00 126.97 6.65 0.00 4.23 120.52 0.20 0 12:08 0 00:00 0.00 0.00116 J-M-NE-23-CB 3.03 3.03 129.00 10.78 0.00 0.00 121.82 3.60 0 12:08 0 12:08 0.00 0.00117 J-M-WG-01-MH 6.10 0.00 116.76 5.36 0.00 0.51 112.03 0.63 0 12:13 0 00:00 0.00 0.00118 J-M-WG-02-MH 6.15 0.00 117.46 5.79 0.00 0.50 112.27 0.60 0 12:12 0 00:00 0.00 0.00119 J-M-WG-03-MH 6.31 0.00 120.33 6.14 0.00 0.52 114.58 0.39 0 12:12 0 00:00 0.00 0.00120 J-M-WG-04-MH 6.70 6.70 123.91 6.49 0.00 0.52 117.70 0.28 0 12:12 0 00:00 0.00 0.00121 J-M-WPD-02-MH 21.88 0.00 80.53 3.00 0.00 5.00 78.30 0.77 0 12:18 0 00:00 0.00 0.00122 J-M-WPD-03-MH 22.15 5.59 83.00 4.36 0.00 4.80 79.50 0.86 0 12:18 0 00:00 0.00 0.00123 J-M-WPD-04-MH 19.18 0.00 84.34 5.10 0.00 4.55 80.17 0.93 0 12:18 0 00:00 0.00 0.00124 J-M-WPD-05-MH 35.02 11.19 86.03 5.86 0.00 4.33 81.08 0.91 0 12:18 0 00:00 0.00 0.00125 J-M-WPD-06-MH 21.87 0.00 88.41 7.34 0.00 4.03 82.25 1.18 0 12:18 0 00:00 0.00 0.00126 J-M-WPD-07-MH 33.71 8.44 90.44 8.57 0.00 3.61 83.09 1.22 0 12:18 0 00:00 0.00 0.00127 J-M-WPD-08-MH 17.51 0.00 91.50 7.47 0.00 4.11 84.63 0.60 0 12:17 0 00:00 0.00 0.00128 J-M-WPD-09-MH 26.42 10.72 92.54 6.04 0.00 4.87 87.02 0.52 0 12:16 0 00:00 0.00 0.00129 J-M-WPD-10-MH 13.41 0.00 95.19 2.86 0.00 4.10 92.66 0.33 0 12:17 0 00:00 0.00 0.00130 J-M-WPD-11-MH 14.00 0.00 97.88 2.66 0.00 4.35 95.53 0.31 0 12:18 0 00:00 0.00 0.00131 J-M-WPD-12-MH 14.18 0.00 102.06 1.70 0.00 5.36 100.65 0.29 0 12:16 0 00:00 0.00 0.00132 J-M-WPD-13-MH 14.52 0.00 106.02 1.69 0.00 5.39 104.62 0.29 0 12:12 0 00:00 0.00 0.00133 J-M-WPD-14-MH 14.77 9.26 110.16 1.32 0.00 5.81 109.12 0.28 0 12:12 0 00:00 0.00 0.00134 J-M-WPD-15-MH 6.58 0.00 112.02 0.77 0.00 6.14 111.43 0.18 0 12:14 0 00:00 0.00 0.00135 J-M-WPD-16-MH 6.57 0.00 117.07 0.71 0.00 5.44 116.53 0.17 0 12:13 0 00:00 0.00 0.00136 J-M-WPD-17-MH 6.60 0.00 120.02 0.76 0.00 5.42 119.44 0.18 0 12:13 0 00:00 0.00 0.00137 J-M-WPD-18-MH 6.59 0.00 123.03 0.75 0.00 5.49 122.46 0.18 0 12:13 0 00:00 0.00 0.00138 J-M-WPD-19-CB 6.62 0.00 129.72 0.68 0.00 4.39 129.20 0.16 0 12:13 0 00:00 0.00 0.00139 J-M-WPD-20-CB 6.67 0.00 131.38 1.33 0.00 4.23 130.31 0.26 0 12:12 0 00:00 0.00 0.00140 J-M-WPD-21-MH 6.73 0.00 131.87 1.78 0.00 5.32 130.49 0.40 0 12:12 0 00:00 0.00 0.00141 J-M-WPD-22-CB 6.95 4.27 132.59 1.54 0.00 3.52 131.32 0.27 0 12:12 0 00:00 0.00 0.00142 J-M-WPD-23-CB 3.99 0.00 132.70 1.30 0.00 6.04 131.65 0.25 0 12:12 0 00:00 0.00 0.00143 J-M-WPD-24-I 8.22 0.00 140.22 0.59 0.00 0.91 139.79 0.16 0 12:21 0 00:00 0.00 0.00144 J-M-WPD-25-O 3.30 0.00 154.07 0.68 0.00 0.32 153.65 0.26 0 12:07 0 00:00 0.00 0.00145 J-M-WPD-26-CB 8.65 8.65 159.68 5.42 0.00 0.48 154.78 0.52 0 12:12 0 00:00 0.00 0.00

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Channel InputSN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial Flap

ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow GateElevation Offset Elevation Offset

(ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs)1 L-M-B-01-C 30.00 21.00 2.86 16.00 0.00 5.00 16.6700 Trapezoidal 2.000 20.000 0.0800 0.0000 0.0000 0.0000 0.00 No2 L-M-MRW-20-D 25.00 137.00 4.17 134.00 3.00 3.00 12.0000 Rectangular 1.000 20.000 0.0320 0.0000 0.0000 0.0000 0.00 No3 L-M-WPD-24-C 326.79 153.39 0.00 139.63 0.00 13.76 4.2100 Triangular 1.000 4.000 0.0300 0.0000 0.0000 0.0000 0.00 No4 L-O-BBN-01-C 59.64 90.59 7.35 89.49 9.32 1.10 1.8400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No5 L-O-BBN-02-C 148.55 93.86 7.85 90.59 7.35 3.27 2.2000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No6 L-O-BBN-03-C 192.72 95.97 8.95 93.86 7.85 2.11 1.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No7 L-O-BBN-04-C 84.97 96.86 9.31 95.97 8.95 0.89 1.0500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No8 L-O-BBN-05-C 240.15 99.25 10.43 96.86 9.31 2.39 1.0000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No9 L-O-F-01-C 155.72 71.56 6.23 70.13 6.41 1.43 0.9200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No

10 L-O-F-02-C 210.68 73.97 6.99 71.56 6.23 2.41 1.1400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No11 L-O-F-11-C 32.00 73.95 5.68 73.97 6.99 -0.02 -0.0600 Rectangular 0.620 50.000 0.0130 0.0000 0.0000 0.0000 0.00 No12 L-O-F-12-C 24.65 74.36 5.69 73.95 5.68 0.41 1.6600 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No13 L-O-F-13-C 19.50 74.40 5.48 74.36 5.69 0.04 0.2100 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No14 L-O-F-14-C 46.77 74.73 5.25 74.40 5.48 0.33 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No15 L-O-GTN-01-C 111.25 95.66 5.85 94.91 4.60 0.75 0.6700 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No16 L-O-GTS-01-C 84.75 91.87 7.86 91.27 6.78 0.60 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No17 L-O-GTS-02-C 51.85 91.53 6.28 91.27 6.78 0.26 0.5000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No18 L-O-HW-01-C 535.00 105.15 7.29 82.41 4.42 22.74 4.2500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No19 L-O-MRW-01-C 157.90 116.45 5.42 114.99 5.96 1.46 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No20 L-O-MRW-02-C 24.20 114.99 5.96 115.10 6.26 -0.11 -0.4500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No21 L-O-NE-01-C 20.59 101.42 5.50 101.10 5.35 0.32 1.5500 Rectangular 0.620 200.000 0.0130 0.0000 0.0000 0.0000 0.00 No22 L-O-NE-02-C 128.47 102.63 5.83 101.42 5.50 1.21 0.9400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No23 L-O-NE-03-C 160.18 104.20 5.67 102.63 5.83 1.57 0.9800 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No24 L-O-NE-04-C 109.25 105.36 5.63 104.20 5.67 1.16 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No25 L-O-NE-05-C 105.84 106.45 5.51 105.36 5.63 1.09 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No26 L-O-NE-06-C 106.34 107.55 5.47 106.45 5.51 1.10 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No27 L-O-NE-07-C 66.71 108.33 5.55 107.55 5.47 0.78 1.1700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No28 L-O-NE-08-C 71.90 109.09 5.75 108.33 5.55 0.76 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No29 L-O-NE-09-C 33.00 109.49 5.58 109.09 5.75 0.40 1.2100 Rectangular 0.620 100.000 0.0270 0.0000 0.0000 0.0000 0.00 No30 L-O-NE-10-C 240.65 116.44 5.66 113.67 5.98 2.77 1.1500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No31 L-O-NE-11-C 115.13 117.86 5.59 116.44 5.66 1.42 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No32 L-O-NE-12-C 165.49 119.87 5.53 117.86 5.59 2.01 1.2100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No33 L-O-NE-13-C 127.38 121.44 5.49 119.87 5.53 1.57 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No34 L-O-NE-14-C 130.95 122.98 5.45 121.44 5.49 1.54 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No35 L-O-NE-15-C 165.36 125.14 6.34 122.98 5.45 2.16 1.3100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No36 L-O-NE-16-C 18.67 125.14 6.34 125.08 6.12 0.06 0.3200 Rectangular 0.620 100.000 0.0130 0.0000 0.0000 0.0000 0.00 No37 L-O-WG-01-C 27.52 116.55 5.15 116.45 5.42 0.10 0.3600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No38 L-O-WG-02-C 36.55 117.34 5.67 116.55 5.15 0.79 2.1600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No39 L-O-WG-03-C 143.54 120.23 6.04 117.34 5.67 2.89 2.0100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No40 L-O-WG-04-C 175.82 123.81 6.39 120.23 6.04 3.58 2.0400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No41 L-O-WPD-01-C 126.67 83.54 9.17 82.41 4.42 1.13 0.8900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No42 L-O-WPD-02-C 111.35 84.66 7.13 83.54 9.17 1.12 1.0100 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No43 L-O-WPD-03-C 215.30 86.93 8.29 84.66 7.13 2.27 1.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No44 L-O-WPD-04-C 123.99 88.02 8.78 86.93 8.29 1.09 0.8800 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No45 L-O-WPD-05-C 183.52 89.49 9.32 88.02 8.78 1.47 0.8000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No46 L-O-WPD-06-C 173.05 91.57 10.50 89.49 9.32 2.08 1.2000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No47 L-O-WPD-07-C 155.60 93.18 11.31 91.57 10.50 1.61 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No48 L-O-WPD-08-C 151.73 94.74 10.71 93.18 11.31 1.56 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No49 L-O-WPD-09-C 173.85 96.54 10.04 94.74 10.71 1.80 1.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No50 L-O-WPD-10-C 114.44 98.42 6.09 96.54 10.04 1.88 1.6400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No51 L-O-WPD-11-C 143.32 101.36 6.14 98.42 6.09 2.94 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No52 L-O-WPD-12-C 270.73 106.55 6.19 101.36 6.14 5.19 1.9200 User-Defined 0.870 55.800 0.0320 0.5000 0.5000 0.0000 0.00 No53 L-O-WPD-13-C 195.06 110.54 6.21 106.55 6.19 3.99 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No54 L-O-WPD-14-C 223.08 115.10 6.26 110.52 6.19 4.58 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No55 L-O-WPD-15-C 129.57 117.29 6.04 115.10 6.26 2.19 1.6900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No56 L-O-WPD-16-C 420.85 159.54 5.28 139.63 0.00 19.91 4.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

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Channel ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-M-B-01-C 37.78 0 13:32 260.13 0.15 5.25 0.10 0.71 0.36 0.00 1.032 L-M-MRW-20-D 3.87 0 12:12 301.92 0.01 2.74 0.15 0.07 0.07 0.00 1.113 L-M-WPD-24-C 3.36 0 12:10 11.89 0.28 6.14 0.89 0.60 0.61 0.00 1.534 L-O-BBN-01-C 0.00 0 00:00 164.34 0.00 0.00 0.00 0.00 0.00 0.005 L-O-BBN-02-C 0.00 0 00:00 179.54 0.00 0.00 0.00 0.00 0.00 0.006 L-O-BBN-03-C 2.31 0 12:20 126.62 0.02 1.99 1.61 0.13 0.22 0.00 0.037 L-O-BBN-04-C 4.19 0 12:15 123.85 0.03 2.28 0.62 0.16 0.28 0.00 0.048 L-O-BBN-05-C 4.94 0 12:12 120.72 0.04 2.33 1.72 0.18 0.30 0.00 0.059 L-O-F-01-C 0.00 0 00:00 115.96 0.00 0.00 0.00 0.00 0.00 0.00

10 L-O-F-02-C 0.00 0 00:00 129.43 0.00 0.00 0.00 0.00 0.00 0.0011 L-O-F-11-C 0.00 0 00:00 63.37 0.00 0.00 0.00 0.00 0.00 0.0012 L-O-F-12-C 0.00 0 00:00 200.29 0.00 0.00 0.00 0.00 0.00 0.0013 L-O-F-13-C 0.00 0 00:00 70.34 0.00 0.00 0.00 0.00 0.00 0.0014 L-O-F-14-C 0.00 0 00:00 101.65 0.00 0.00 0.00 0.00 0.00 0.0015 L-O-GTN-01-C 28.28 0 12:23 99.36 0.28 2.00 0.93 0.43 0.80 0.00 0.0116 L-O-GTS-01-C 0.00 0 00:00 101.82 0.00 0.00 0.10 0.18 0.00 0.0017 L-O-GTS-02-C 1.03 0 12:19 85.69 0.01 0.96 0.90 0.15 0.27 0.00 0.0118 L-O-HW-01-C 4.91 0 12:12 435.26 0.01 4.11 2.17 0.15 0.17 0.00 1.7319 L-O-MRW-01-C 5.88 0 12:13 116.36 0.05 2.38 1.11 0.19 0.32 0.00 0.0520 L-O-MRW-02-C 0.00 0 00:00 81.59 0.00 0.00 0.00 0.00 0.00 0.0021 L-O-NE-01-C 10.35 0 12:15 1279.53 0.01 0.16 2.14 0.62 1.00 44.00 0.0022 L-O-NE-02-C 5.25 0 12:14 117.44 0.04 1.19 1.80 0.39 0.63 0.00 0.0123 L-O-NE-03-C 4.97 0 12:14 119.80 0.04 2.28 1.17 0.17 0.30 0.00 0.0724 L-O-NE-04-C 5.22 0 12:13 124.69 0.04 2.43 0.75 0.18 0.30 0.00 0.0925 L-O-NE-05-C 5.37 0 12:12 122.80 0.04 2.42 0.73 0.19 0.31 0.00 0.0926 L-O-NE-06-C 5.42 0 12:12 123.08 0.04 2.43 0.73 0.19 0.31 0.00 0.0927 L-O-NE-07-C 5.53 0 12:12 130.85 0.04 2.54 0.44 0.19 0.30 0.00 0.0928 L-O-NE-08-C 5.64 0 12:12 124.41 0.05 2.48 0.48 0.19 0.31 0.00 0.1029 L-O-NE-09-C 2.78 0 12:12 270.92 0.01 0.38 1.45 0.12 0.19 0.00 0.0130 L-O-NE-10-C 0.00 0 12:20 129.83 0.00 0.00 0.31 0.50 0.00 0.0031 L-O-NE-11-C 0.00 0 00:00 134.39 0.00 0.00 0.00 0.00 0.00 0.0032 L-O-NE-12-C 0.00 0 00:00 133.36 0.00 0.00 0.00 0.00 0.00 0.0033 L-O-NE-13-C 0.00 0 00:00 134.35 0.00 0.00 0.00 0.00 0.00 0.0034 L-O-NE-14-C 0.00 0 00:00 131.23 0.00 0.00 0.00 0.00 0.00 0.0035 L-O-NE-15-C 0.00 0 00:00 138.31 0.00 0.00 0.00 0.00 0.00 0.0036 L-O-NE-16-C 0.00 0 00:00 289.73 0.00 0.00 0.00 0.00 0.00 0.0037 L-O-WG-01-C 4.55 0 12:13 72.95 0.06 1.69 0.27 0.20 0.34 0.00 0.0438 L-O-WG-02-C 2.44 0 12:12 177.91 0.01 1.39 0.44 0.16 0.27 0.00 0.0139 L-O-WG-03-C 1.30 0 12:12 171.71 0.01 1.73 1.38 0.10 0.18 0.00 0.0140 L-O-WG-04-C 1.31 0 12:12 172.68 0.01 2.18 1.34 0.10 0.16 0.00 0.0141 L-O-WPD-01-C 0.00 0 00:00 199.40 0.00 0.00 0.00 0.00 0.00 0.0042 L-O-WPD-02-C 0.00 0 00:00 211.74 0.00 0.00 0.00 0.00 0.00 0.0043 L-O-WPD-03-C 0.00 0 00:00 216.78 0.00 0.00 0.00 0.00 0.00 0.0044 L-O-WPD-04-C 0.00 0 00:00 197.95 0.00 0.00 0.00 0.00 0.00 0.0045 L-O-WPD-05-C 0.00 0 00:00 188.95 0.00 0.00 0.00 0.00 0.00 0.0046 L-O-WPD-06-C 0.00 0 00:00 231.46 0.00 0.00 0.00 0.00 0.00 0.0047 L-O-WPD-07-C 0.00 0 00:00 214.75 0.00 0.00 0.00 0.00 0.00 0.0048 L-O-WPD-08-C 0.00 0 00:00 214.07 0.00 0.00 0.00 0.00 0.00 0.0049 L-O-WPD-09-C 0.00 0 00:00 214.82 0.00 0.00 0.00 0.00 0.00 0.0050 L-O-WPD-10-C 0.00 0 00:00 270.59 0.00 0.00 0.00 0.00 0.00 0.0051 L-O-WPD-11-C 0.00 0 00:00 302.38 0.00 0.00 0.00 0.00 0.00 0.0052 L-O-WPD-12-C 0.00 0 00:00 292.31 0.00 0.00 0.00 0.00 0.00 0.0053 L-O-WPD-13-C 0.00 0 00:00 301.95 0.00 0.00 0.00 0.00 0.00 0.0054 L-O-WPD-14-C 0.00 0 00:00 302.50 0.00 0.00 0.00 0.00 0.00 0.0055 L-O-WPD-15-C 0.00 0 00:00 274.47 0.00 0.00 0.00 0.00 0.00 0.0056 L-O-WPD-16-C 4.87 0 12:12 263.21 0.02 0.77 9.11 0.34 0.54 0.00 0.00

Extended Bypass Model - 10-Year Event

Appendix B Page 63 of 157

Page 77: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

1 L-L-EB-01-P 126.67 77.99 0.00 77.48 3.11 0.51 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 12 L-M-B-02-P 192.00 19.58 0.00 18.14 0.00 1.44 0.7500 CIRCULAR 22.560 22.560 0.0120 0.0000 1.0000 0.0000 0.00 13 L-M-B-03-P 468.61 33.12 0.00 19.58 0.00 13.54 2.8900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 14 L-M-B-04-P 299.45 45.37 0.00 33.12 0.00 12.25 4.0900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 15 L-M-B-05-P 231.94 58.29 0.00 45.37 0.00 12.92 5.5700 CIRCULAR 22.560 22.560 0.0120 0.5000 0.0000 0.0000 0.00 16 L-M-BBC-04-P 287.64 84.70 0.00 76.77 9.49 7.93 2.7600 CIRCULAR 12.000 12.000 0.0150 0.5000 0.5000 0.0000 0.00 17 L-M-BBN-01-P 59.64 83.24 0.00 83.00 2.83 0.24 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 18 L-M-BBN-02-P 148.55 86.01 0.00 83.29 0.05 2.72 1.8300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 19 L-M-BBN-03-P 192.72 87.02 0.00 86.05 0.04 0.97 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

10 L-M-BBN-04-P 84.97 87.55 0.00 87.17 0.15 0.38 0.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 111 L-M-BBN-05-P 240.15 88.82 0.00 87.62 0.07 1.20 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 112 L-M-EB-01-P 50.00 63.72 0.00 62.00 3.00 1.72 3.4400 CIRCULAR 42.000 42.000 0.0120 0.0000 0.0000 0.0000 0.00 113 L-M-EB-02-P 140.00 59.90 0.00 59.00 0.00 0.90 0.6400 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 114 L-M-EB-03-P 105.14 60.60 0.00 60.00 0.10 0.60 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 115 L-M-EB-04-P 236.38 62.05 0.00 60.70 0.10 1.35 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 116 L-M-EB-05-P 248.92 63.57 0.00 62.15 0.10 1.42 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 117 L-M-EB-06-P 208.56 64.86 0.00 63.67 0.10 1.19 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 118 L-M-EB-07-P 200.78 66.10 0.00 64.96 0.10 1.14 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 119 L-M-EB-08-P 189.48 67.28 0.00 66.20 0.10 1.08 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 120 L-M-EB-09-P 191.22 68.47 0.00 67.38 0.10 1.09 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 121 L-M-EB-10-P 93.00 69.10 0.00 68.57 0.10 0.53 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 122 L-M-EB-11-P 111.23 69.83 0.00 69.20 0.10 0.63 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 123 L-M-EB-12-P 88.23 70.44 0.00 69.93 0.10 0.51 0.5800 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 124 L-M-EB-13-P 222.70 71.81 0.00 70.54 0.10 1.27 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 125 L-M-EB-14-P 197.05 73.03 0.00 71.91 0.10 1.12 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 126 L-M-EB-15-P 88.70 73.64 0.00 73.13 0.10 0.51 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 127 L-M-EB-16-P 110.89 74.37 0.00 73.74 0.10 0.63 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 128 L-M-EB-17-P 13.95 76.60 0.00 76.53 2.16 0.07 0.5000 CIRCULAR 42.000 42.000 0.0120 0.5000 1.0000 0.0000 0.00 129 L-M-EB-18-P 138.77 77.40 0.00 76.70 0.10 0.70 0.5000 CIRCULAR 42.000 42.000 0.0120 0.5000 0.8000 0.0000 0.00 130 L-M-EB-19-P 290.16 78.94 0.00 77.50 0.10 1.44 0.5000 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 131 L-M-EB-20-P 195.76 80.01 0.00 79.04 0.10 0.97 0.5000 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 132 L-M-EB-21-P 12.97 80.17 0.00 80.11 0.10 0.06 0.4600 CIRCULAR 30.000 30.000 0.0120 0.5000 0.8000 0.0000 0.00 133 L-M-EB-22-P 175.92 82.09 0.00 80.01 0.00 2.08 1.1800 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 134 L-M-EB-23-P 167.33 82.68 0.00 82.09 0.00 0.59 0.3500 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 135 L-M-EB-24-P 23.56 81.87 0.00 82.68 0.00 -0.81 -3.4400 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 136 L-M-EB-25-P 174.37 84.59 0.00 82.68 0.00 1.91 1.1000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 137 L-M-EB-26-P 156.68 86.40 0.00 84.59 0.00 1.81 1.1600 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 138 L-M-EB-27-P 49.17 86.50 0.00 86.40 0.00 0.10 0.2000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 139 L-M-EB-28-P 212.11 92.17 0.00 86.40 0.00 5.77 2.7200 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 140 L-M-EB-29-P 242.66 97.85 0.00 92.17 0.00 5.68 2.3400 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 141 L-M-EB-30-P 267.43 103.52 0.00 97.85 0.00 5.67 2.1200 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 142 L-M-EB-31-P 229.46 109.03 0.00 103.52 0.00 5.51 2.4000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 143 L-M-EB-32-P 140.00 59.00 0.00 58.43 0.14 0.57 0.4100 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 144 L-M-F-01-P 32.00 68.27 0.00 67.01 0.03 1.26 3.9400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.7000 0.0000 0.00 145 L-M-F-02-P 24.65 68.67 0.00 68.35 0.08 0.32 1.3000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 146 L-M-F-03-P 19.50 68.92 0.00 68.77 0.10 0.15 0.7700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 147 L-M-F-04-P 46.77 69.48 0.00 69.02 0.10 0.46 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 148 L-M-GTN-01-P 78.25 87.82 0.00 87.51 1.01 0.31 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 149 L-M-GTN-02-P 75.03 88.17 0.00 87.87 0.05 0.30 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 150 L-M-GTN-03-P 174.55 88.92 0.00 88.22 0.05 0.70 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 151 L-M-GTN-04-P 210.09 89.81 0.00 88.97 0.05 0.84 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 152 L-M-GTN-05-P 111.25 90.31 0.00 89.86 0.05 0.45 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 153 L-M-GTN-06-P 225.10 92.16 0.00 90.36 0.05 1.80 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 154 L-M-GTN-07-P 118.17 93.15 0.00 92.21 0.05 0.94 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 155 L-M-GTN-08-P 121.86 93.46 0.00 93.20 0.05 0.26 0.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 156 L-M-GTS-01-P 244.86 84.01 0.00 82.78 0.91 1.23 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.9000 0.0000 0.00 157 L-M-GTS-02-P 84.75 84.49 0.00 84.09 0.08 0.40 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 158 L-M-GTS-03-P 51.85 85.30 0.05 84.99 0.50 0.31 0.6000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 159 L-M-GTS-04-P 280.32 87.54 0.00 85.30 0.05 2.24 0.8000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 160 L-M-GTS-05-P 140.88 88.86 0.00 87.59 0.05 1.27 0.9000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 161 L-M-GTS-06-P 47.21 89.30 0.00 88.91 0.05 0.39 0.8300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 162 L-M-GTS-07-P 159.01 90.98 0.00 89.43 0.13 1.55 0.9700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 163 L-M-GTS-08-P 245.39 91.76 0.00 91.03 0.05 0.73 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 164 L-M-GTS-09-P 73.73 92.03 0.00 91.81 0.05 0.22 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 165 L-M-GTS-10-P 92.35 92.36 0.00 92.08 0.05 0.28 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 166 L-M-GTS-12-P 192.36 93.05 0.00 92.41 0.05 0.64 0.3300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 167 L-M-GTS-13-P 81.34 93.34 0.00 93.10 0.05 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 168 L-M-GTS-14-P 23.31 93.46 0.00 93.39 0.05 0.07 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 169 L-M-M-03-P 155.72 65.33 0.00 63.77 0.05 1.56 1.0000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 170 L-M-M-04-P 210.68 66.98 0.00 65.38 0.05 1.60 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 171 L-M-M-05-P 83.68 67.65 0.00 67.01 0.03 0.64 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 172 L-M-M-06-P 151.88 68.39 0.00 67.86 0.21 0.53 0.3500 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 173 L-M-M-07-P 105.56 68.88 0.07 68.44 0.05 0.44 0.4200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 174 L-M-M-08-P 158.20 69.56 0.00 68.81 0.00 0.75 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 175 L-M-M-09-P 83.36 69.95 0.00 69.65 0.09 0.30 0.3600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 176 L-M-M-10-P 97.09 70.34 0.00 70.04 0.09 0.30 0.3100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 177 L-M-M-11-P 91.96 70.83 0.00 70.36 0.02 0.47 0.5100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 178 L-M-M-12-P 290.47 72.04 2.21 70.88 0.05 1.16 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 179 L-M-MRW-01-P 24.20 109.19 0.16 109.03 0.19 0.16 0.6600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 180 L-M-MRW-02-P 157.90 111.03 0.00 109.29 0.26 1.74 1.1000 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1

Extended Bypass Model - 10-Year Event

Appendix B Page 64 of 157

Page 78: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

81 L-M-MRW-03-P 185.40 112.75 0.00 111.24 0.21 1.51 0.8100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 182 L-M-MRW-04-P 179.40 120.68 0.00 112.85 0.10 7.83 4.3600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 183 L-M-MRW-05-P 219.90 122.32 0.00 120.79 0.11 1.53 0.7000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 184 L-M-MRW-06A-P 219.20 123.99 0.00 122.41 0.09 1.58 0.7200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 185 L-M-MRW-07-P 208.61 124.69 0.00 124.07 0.08 0.62 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 186 L-M-MRW-08-P 212.40 125.38 0.00 124.75 0.06 0.63 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 187 L-M-MRW-09-P 190.50 125.99 0.01 125.38 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 188 L-M-MRW-10-P 190.50 126.59 0.00 125.98 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 189 L-M-MRW-11-P 210.00 127.34 0.00 126.64 0.05 0.70 0.3300 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 190 L-M-MRW-12-P 298.70 128.22 0.00 127.39 0.05 0.83 0.2800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 191 L-M-MRW-13-P 143.60 128.70 0.00 128.24 0.02 0.46 0.3200 CIRCULAR 18.000 18.000 0.0120 0.5000 1.0000 0.0000 0.00 192 L-M-MRW-14-P 80.60 128.98 0.00 128.74 0.04 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.8000 0.0000 0.00 193 L-M-MRW-15-P 159.20 129.51 0.00 129.04 0.06 0.47 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 194 L-M-MRW-16-P 179.80 130.08 0.00 129.56 0.05 0.52 0.2900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 195 L-M-MRW-17-P 190.00 130.73 0.00 130.14 0.06 0.59 0.3100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 196 L-M-MRW-18-P 62.00 130.93 0.00 130.76 0.03 0.17 0.2700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 197 L-M-MRW-19-P 29.80 131.08 0.08 131.01 0.08 0.07 0.2300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 198 L-M-MRW-21-P 204.87 168.94 0.00 132.83 0.00 36.11 17.6300 CIRCULAR 12.000 12.000 0.0240 0.5000 1.0000 0.0000 0.00 199 L-M-MRW-22-P 62.59 170.92 0.00 169.04 0.10 1.88 3.0000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.5000 0.0000 0.00 1

100 L-M-NE-01-P 148.00 94.87 0.00 93.59 0.13 1.28 0.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 1101 L-M-NE-02-P 135.00 95.75 0.00 94.92 0.05 0.83 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1102 L-M-NE-03-P 13.07 95.92 0.00 95.85 0.10 0.07 0.5400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1103 L-M-NE-04-P 128.47 96.80 0.00 96.02 0.10 0.78 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 1104 L-M-NE-05-P 160.18 98.53 0.00 96.90 0.10 1.63 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1105 L-M-NE-06-P 109.25 99.73 0.00 98.62 0.09 1.11 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1106 L-M-NE-07-P 105.84 100.94 0.00 99.82 0.09 1.12 1.0600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1107 L-M-NE-08-P 106.34 102.08 0.00 101.04 0.10 1.04 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1108 L-M-NE-09-P 66.71 102.78 0.00 102.18 0.10 0.60 0.9000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1109 L-M-NE-10-P 71.90 103.34 0.00 102.88 0.10 0.46 0.6400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1110 L-M-NE-11-P 33.00 103.91 0.00 103.43 0.09 0.48 1.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 1111 L-M-NE-12-P 263.07 107.69 0.00 104.01 0.10 3.68 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1112 L-M-NE-13-P 216.36 110.78 0.00 107.75 0.06 3.03 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 1113 L-M-NE-14-P 99.40 112.27 0.00 110.88 0.10 1.39 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1114 L-M-NE-15-P 140.42 114.34 0.00 112.37 0.10 1.97 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1115 L-M-NE-16-P 107.98 115.95 0.00 114.44 0.10 1.51 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1116 L-M-NE-17-P 105.84 117.53 0.00 116.05 0.10 1.48 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1117 L-M-NE-18-P 145.42 118.80 0.00 117.63 0.10 1.17 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1118 L-M-NE-19-P 13.07 118.96 0.00 118.90 0.10 0.06 0.4600 CIRCULAR 12.000 12.000 0.0120 0.7000 0.9000 0.0000 0.00 1119 L-M-NE-20-P 119.59 119.66 0.00 119.06 0.10 0.60 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1120 L-M-NE-21-P 112.30 120.32 0.00 119.76 0.10 0.56 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 1121 L-M-NE-22-P 246.00 121.65 3.43 120.42 0.10 1.23 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1122 L-M-WG-01-P 27.52 111.40 0.00 111.26 0.23 0.14 0.5100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 1123 L-M-WG-02-P 36.55 111.67 0.00 111.49 0.09 0.18 0.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1124 L-M-WG-03-P 143.54 114.19 0.00 111.77 0.10 2.42 1.6900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1125 L-M-WG-04-P 175.82 117.42 0.00 114.29 0.10 3.13 1.7800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1126 L-M-WPD-01-P 111.35 77.53 0.00 76.53 2.16 1.00 0.9000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1127 L-M-WPD-02-P 215.30 78.64 0.00 77.57 0.04 1.07 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 1128 L-M-WPD-03-P 106.13 79.24 0.00 78.72 0.08 0.52 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 1129 L-M-WPD-04-P 172.44 80.17 0.00 79.28 0.04 0.89 0.5200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1130 L-M-WPD-05-P 173.05 81.07 0.00 80.27 0.10 0.80 0.4600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1131 L-M-WPD-06-P 155.60 81.87 0.00 81.11 0.04 0.76 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1132 L-M-WPD-07-P 151.73 84.03 0.00 82.19 0.32 1.84 1.2100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1133 L-M-WPD-08-P 173.85 86.50 0.00 84.09 0.06 2.41 1.3900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1134 L-M-WPD-09-P 114.44 92.33 0.00 90.06 3.56 2.27 1.9800 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1135 L-M-WPD-10-P 143.32 95.22 0.00 92.37 0.04 2.85 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1136 L-M-WPD-11-P 253.06 100.36 0.00 95.29 0.07 5.07 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1137 L-M-WPD-12-P 195.06 104.33 0.00 100.44 0.08 3.89 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1138 L-M-WPD-13-P 223.08 108.84 0.00 104.38 0.05 4.46 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1139 L-M-WPD-14-P 115.42 111.25 0.00 108.95 0.11 2.30 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1140 L-M-WPD-15-P 251.54 116.36 0.00 111.31 0.06 5.05 2.0100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1141 L-M-WPD-16-P 143.28 119.26 0.00 116.45 0.09 2.81 1.9600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1142 L-M-WPD-17-P 153.77 122.28 0.00 119.31 0.05 2.97 1.9300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1143 L-M-WPD-18-P 261.40 129.04 0.00 122.41 0.13 6.63 2.5400 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1144 L-M-WPD-19-P 98.04 130.05 0.00 129.58 0.54 0.47 0.4800 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1145 L-M-WPD-20-P 67.15 130.09 0.00 130.07 0.02 0.02 0.0300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 1146 L-M-WPD-21-P 143.68 131.05 0.00 130.45 0.36 0.60 0.4200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1147 L-M-WPD-22-P 70.39 131.40 0.00 131.14 0.09 0.26 0.3700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1148 L-M-WPD-23-P 60.69 139.63 0.00 136.00 4.60 3.63 5.9800 CIRCULAR 18.000 18.000 0.0240 0.5000 0.8000 0.0000 0.00 1149 L-M-WPD-25-P 173.48 154.26 0.00 153.39 0.00 0.87 0.5000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.0000 0.0000 0.00 1

Extended Bypass Model - 10-Year Event

Appendix B Page 65 of 157

Page 79: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-L-EB-01-P 8.78 0 12:12 15.55 0.56 4.65 0.45 1.16 0.58 0.00 0.83 Calculated2 L-M-B-02-P 37.78 0 13:32 18.08 2.09 13.56 0.24 1.88 1.00 1085.00 0.02 SURCHARGED3 L-M-B-03-P 37.78 0 13:32 35.49 1.06 13.56 0.58 1.88 1.00 243.00 0.52 SURCHARGED4 L-M-B-04-P 37.78 0 13:32 42.23 0.89 14.36 0.35 1.88 1.00 234.00 2.21 SURCHARGED5 L-M-B-05-P 37.78 0 13:32 49.28 0.77 17.02 0.23 1.88 1.00 229.00 2.59 SURCHARGED6 L-M-BBC-04-P 6.19 0 12:09 5.13 1.21 7.93 0.60 0.99 1.00 4.00 1.61 SURCHARGED7 L-M-BBN-01-P 6.33 0 12:25 2.45 2.59 8.07 0.12 1.00 1.00 24.00 0.71 SURCHARGED8 L-M-BBN-02-P 6.22 0 12:22 5.22 1.19 7.92 0.31 1.00 1.00 46.00 1.08 SURCHARGED9 L-M-BBN-03-P 5.98 0 12:14 2.74 2.18 7.61 0.42 1.00 1.00 46.00 0.81 SURCHARGED

10 L-M-BBN-04-P 6.54 0 12:12 2.58 2.53 8.33 0.17 1.00 1.00 64.00 0.73 SURCHARGED11 L-M-BBN-05-P 6.11 0 12:08 2.73 2.24 7.77 0.52 1.00 1.00 70.00 0.78 SURCHARGED12 L-M-EB-01-P 26.89 0 13:06 202.15 0.13 13.54 0.06 2.63 0.77 0.00 2.04 Calculated13 L-M-EB-02-P 77.66 0 12:18 124.89 0.62 7.92 0.29 4.00 1.00 138.00 0.71 SURCHARGED14 L-M-EB-03-P 77.98 0 12:18 117.55 0.66 6.88 0.25 4.00 1.00 115.00 0.86 SURCHARGED15 L-M-EB-04-P 78.19 0 12:17 117.60 0.66 6.77 0.58 4.00 1.00 25.00 0.93 SURCHARGED16 L-M-EB-05-P 78.51 0 12:16 117.53 0.67 7.22 0.57 3.60 0.90 0.00 1.02 Calculated17 L-M-EB-06-P 78.83 0 12:15 117.55 0.67 7.24 0.48 3.27 0.82 0.00 1.06 Calculated18 L-M-EB-07-P 76.99 0 12:15 117.26 0.66 6.95 0.48 3.30 0.83 0.00 1.07 Calculated19 L-M-EB-08-P 77.35 0 12:14 117.48 0.66 6.94 0.46 3.31 0.83 0.00 1.07 Calculated20 L-M-EB-09-P 72.10 0 12:17 117.49 0.61 6.63 0.48 3.27 0.82 0.00 1.06 Calculated21 L-M-EB-10-P 72.08 0 12:18 117.47 0.61 6.42 0.24 3.37 0.84 0.00 1.01 Calculated22 L-M-EB-11-P 72.08 0 12:18 117.11 0.62 6.11 0.30 3.57 0.89 0.00 0.98 Calculated23 L-M-EB-12-P 79.45 0 12:19 118.31 0.67 6.46 0.23 3.78 0.95 0.00 0.96 Calculated24 L-M-EB-13-P 79.42 0 12:18 117.51 0.68 6.43 0.58 3.82 0.95 0.00 1.03 Calculated25 L-M-EB-14-P 79.41 0 12:18 117.32 0.68 6.87 0.48 3.65 0.91 0.00 1.07 Calculated26 L-M-EB-15-P 79.98 0 12:13 118.00 0.68 6.63 0.22 3.76 0.94 0.00 1.00 Calculated27 L-M-EB-16-P 80.20 0 12:13 117.29 0.68 6.42 0.29 3.94 0.98 0.00 0.98 Calculated28 L-M-EB-17-P 54.50 0 12:18 77.21 0.71 6.53 0.04 2.84 0.81 0.00 0.75 Calculated29 L-M-EB-18-P 54.50 0 12:18 77.41 0.70 5.67 0.41 3.50 1.00 0.00 0.79 Calculated30 L-M-EB-19-P 54.50 0 12:18 50.90 1.07 7.71 0.63 3.00 1.00 25.00 0.97 SURCHARGED31 L-M-EB-20-P 54.50 0 12:18 50.86 1.07 7.71 0.42 3.00 1.00 29.00 0.96 SURCHARGED32 L-M-EB-21-P 15.82 0 12:18 30.22 0.52 3.59 0.06 2.50 1.00 38.00 0.68 SURCHARGED33 L-M-EB-22-P 38.78 0 12:16 48.32 0.80 7.90 0.37 2.50 1.00 31.00 0.44 SURCHARGED34 L-M-EB-23-P 38.78 0 12:16 26.39 1.47 7.90 0.35 2.50 1.00 31.00 0.94 SURCHARGED35 L-M-EB-24-P 13.99 0 12:24 82.39 0.17 3.13 0.13 2.50 1.00 39.00 0.48 SURCHARGED36 L-M-EB-25-P 28.47 0 12:12 46.51 0.61 6.65 0.44 2.50 1.00 29.00 1.64 SURCHARGED37 L-M-EB-26-P 28.47 0 12:12 47.76 0.60 7.80 0.33 2.50 1.00 22.00 1.29 SURCHARGED38 L-M-EB-27-P 10.15 0 12:10 20.04 0.51 2.62 0.31 2.50 1.00 21.00 0.31 SURCHARGED39 L-M-EB-28-P 22.52 0 12:13 73.29 0.31 8.85 0.40 1.85 0.75 0.00 1.55 Calculated40 L-M-EB-29-P 23.80 0 12:13 67.98 0.35 11.57 0.35 1.10 0.46 0.00 2.16 Calculated41 L-M-EB-30-P 23.57 0 12:12 64.70 0.36 10.70 0.42 1.14 0.46 0.00 1.98 Calculated42 L-M-EB-31-P 23.68 0 12:12 68.86 0.34 10.82 0.35 1.13 0.46 0.00 2.03 Calculated43 L-M-EB-32-P 37.78 0 13:32 99.29 0.38 6.37 0.37 4.00 1.00 165.00 0.84 SURCHARGED44 L-M-F-01-P 3.85 0 12:12 7.66 0.50 5.01 0.11 0.92 0.94 0.00 1.21 Calculated45 L-M-F-02-P 3.88 0 12:12 4.40 0.88 5.25 0.08 0.88 0.90 0.00 1.26 Calculated46 L-M-F-03-P 3.91 0 12:12 3.39 1.15 4.97 0.07 1.00 1.00 1.00 0.94 SURCHARGED47 L-M-F-04-P 3.97 0 12:12 3.83 1.04 5.06 0.15 1.00 1.00 5.00 1.11 SURCHARGED48 L-M-GTN-01-P 3.52 0 13:16 2.43 1.45 4.72 0.28 1.00 1.00 24.00 0.71 SURCHARGED49 L-M-GTN-02-P 3.52 0 13:16 2.44 1.44 4.48 0.28 1.00 1.00 94.00 0.64 SURCHARGED50 L-M-GTN-03-P 3.52 0 13:16 2.44 1.44 4.48 0.65 1.00 1.00 97.00 0.69 SURCHARGED51 L-M-GTN-04-P 3.86 0 12:35 2.44 1.58 4.93 0.71 1.00 1.00 97.00 0.70 SURCHARGED52 L-M-GTN-05-P 6.87 0 12:23 2.45 2.80 8.74 0.21 1.00 1.00 137.00 0.66 SURCHARGED53 L-M-GTN-06-P 2.07 0 13:54 3.45 0.60 2.63 1.43 1.00 1.00 121.00 0.65 SURCHARGED54 L-M-GTN-07-P 2.07 0 13:54 3.44 0.60 4.06 0.49 1.00 1.00 97.00 0.95 SURCHARGED55 L-M-GTN-08-P 2.05 0 13:52 1.78 1.15 2.96 0.69 1.00 1.00 90.00 0.57 SURCHARGED56 L-M-GTS-01-P 11.93 0 12:24 17.37 0.69 3.96 1.03 2.00 1.00 38.00 0.86 SURCHARGED57 L-M-GTS-02-P 12.42 0 12:09 16.84 0.74 4.62 0.31 2.00 1.00 36.00 0.85 SURCHARGED58 L-M-GTS-03-P 7.22 0 12:41 8.80 0.82 4.50 0.19 1.50 1.00 36.00 0.89 SURCHARGED59 L-M-GTS-04-P 6.85 0 12:40 10.17 0.67 4.65 1.00 1.50 1.00 29.00 0.94 SURCHARGED60 L-M-GTS-05-P 6.56 0 12:33 10.80 0.61 5.72 0.41 1.50 1.00 24.00 1.18 SURCHARGED61 L-M-GTS-06-P 6.55 0 12:33 10.34 0.63 5.15 0.15 1.50 1.00 23.00 1.06 SURCHARGED62 L-M-GTS-07-P 6.55 0 12:33 11.24 0.58 5.41 0.49 1.50 1.00 16.00 1.23 SURCHARGED63 L-M-GTS-08-P 6.07 0 12:34 6.21 0.98 4.12 0.99 1.50 1.00 15.00 0.75 SURCHARGED64 L-M-GTS-09-P 6.03 0 12:53 6.22 0.97 3.51 0.35 1.50 1.00 15.00 0.70 SURCHARGED65 L-M-GTS-10-P 6.03 0 12:53 6.27 0.96 3.42 0.45 1.50 1.00 17.00 0.67 SURCHARGED66 L-M-GTS-12-P 6.03 0 12:53 6.56 0.92 3.44 0.93 1.50 1.00 69.00 0.71 SURCHARGED67 L-M-GTS-13-P 6.03 0 12:53 6.18 0.98 3.46 0.39 1.50 1.00 69.00 0.68 SURCHARGED68 L-M-GTS-14-P 6.03 0 12:53 6.24 0.97 3.41 0.11 1.50 1.00 73.00 0.62 SURCHARGED69 L-M-M-03-P 16.25 0 12:19 24.53 0.66 7.19 0.36 1.34 0.68 0.00 1.18 Calculated70 L-M-M-04-P 16.28 0 12:18 21.36 0.76 6.40 0.55 1.51 0.76 0.00 1.12 Calculated71 L-M-M-05-P 12.43 0 12:19 21.43 0.58 4.89 0.29 1.54 0.77 0.00 0.80 Calculated72 L-M-M-06-P 12.42 0 12:19 14.48 0.86 4.80 0.53 1.54 0.77 0.00 0.80 Calculated73 L-M-M-07-P 12.42 0 12:18 15.82 0.79 4.27 0.41 1.75 0.88 0.00 0.83 Calculated74 L-M-M-08-P 12.44 0 12:18 16.87 0.74 4.20 0.63 1.83 0.92 0.00 0.52 Calculated75 L-M-M-09-P 11.29 0 12:18 14.70 0.77 3.89 0.36 1.77 0.89 0.00 0.75 Calculated76 L-M-M-10-P 11.30 0 12:18 13.62 0.83 3.76 0.43 1.85 0.93 0.00 0.72 Calculated77 L-M-M-11-P 11.31 0 12:18 17.52 0.65 3.89 0.39 1.85 0.93 0.00 0.82 Calculated78 L-M-M-12-P 10.98 0 12:15 15.49 0.71 4.23 1.14 1.61 0.80 0.00 0.06 Calculated79 L-M-MRW-01-P 2.24 0 12:22 9.25 0.24 3.46 0.12 1.05 0.70 0.00 0.87 Calculated80 L-M-MRW-02-P 17.96 0 12:13 11.95 1.50 10.16 0.26 1.50 1.00 37.00 1.24 SURCHARGED81 L-M-MRW-03-P 15.23 0 12:04 10.27 1.48 8.62 0.36 1.50 1.00 66.00 1.05 SURCHARGED

Extended Bypass Model - 10-Year Event

Appendix B Page 66 of 157

Page 80: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

82 L-M-MRW-04-P 15.23 0 12:04 23.77 0.64 8.62 0.35 1.50 1.00 52.00 2.01 SURCHARGED83 L-M-MRW-05-P 15.23 0 12:04 9.49 1.60 8.62 0.43 1.50 1.00 51.00 1.00 SURCHARGED84 L-M-MRW-06A-P 15.23 0 12:04 9.66 1.58 8.62 0.42 1.50 1.00 66.00 1.00 SURCHARGED85 L-M-MRW-07-P 8.00 0 12:35 13.36 0.60 2.55 1.36 2.00 1.00 894.00 0.03 SURCHARGED86 L-M-MRW-08-P 4.48 0 12:12 13.35 0.34 1.81 1.96 2.00 1.00 785.00 0.12 SURCHARGED87 L-M-MRW-09-P 4.48 0 12:11 13.87 0.32 1.91 1.66 2.00 1.00 690.00 0.15 SURCHARGED88 L-M-MRW-10-P 4.48 0 12:12 13.87 0.32 1.93 1.65 2.00 1.00 602.00 0.19 SURCHARGED89 L-M-MRW-11-P 3.90 0 12:58 14.15 0.28 1.92 1.82 2.00 1.00 492.00 0.27 SURCHARGED90 L-M-MRW-12-P 3.90 0 12:58 12.92 0.30 1.88 2.65 2.00 1.00 391.00 0.31 SURCHARGED91 L-M-MRW-13-P 3.84 0 12:59 6.44 0.60 2.18 1.10 1.50 1.00 394.00 0.37 SURCHARGED92 L-M-MRW-14-P 3.84 0 12:59 6.21 0.62 2.18 0.62 1.50 1.00 357.00 0.41 SURCHARGED93 L-M-MRW-15-P 4.23 0 12:07 6.18 0.68 2.39 1.11 1.50 1.00 178.00 0.11 SURCHARGED94 L-M-MRW-16-P 4.23 0 12:07 6.12 0.69 2.39 1.25 1.50 1.00 160.00 0.18 SURCHARGED95 L-M-MRW-17-P 4.23 0 12:07 6.34 0.67 2.39 1.32 1.50 1.00 124.00 0.21 SURCHARGED96 L-M-MRW-18-P 4.23 0 12:07 2.02 2.09 5.38 0.19 1.00 1.00 155.00 0.27 SURCHARGED97 L-M-MRW-19-P 4.23 0 12:07 1.87 2.26 5.38 0.09 1.00 1.00 159.00 0.25 SURCHARGED98 L-M-MRW-21-P 3.88 0 12:12 8.10 0.48 6.20 0.55 0.74 0.74 0.00 0.11 Calculated99 L-M-MRW-22-P 3.91 0 12:12 3.34 1.17 5.17 0.20 0.92 0.92 0.00 1.03 > CAPACITY

100 L-M-NE-01-P 5.51 0 13:30 3.59 1.54 7.04 0.35 1.00 1.00 86.00 0.99 SURCHARGED101 L-M-NE-02-P 5.51 0 13:30 3.03 1.82 7.02 0.32 1.00 1.00 134.00 0.80 SURCHARGED102 L-M-NE-03-P 3.43 0 13:57 2.82 1.22 4.37 0.05 1.00 1.00 142.00 0.64 SURCHARGED103 L-M-NE-04-P 3.07 0 12:09 3.01 1.02 3.91 0.55 1.00 1.00 137.00 0.78 SURCHARGED104 L-M-NE-05-P 3.46 0 12:11 3.89 0.89 4.52 0.59 1.00 1.00 129.00 1.07 SURCHARGED105 L-M-NE-06-P 3.60 0 12:09 3.89 0.93 4.92 0.37 1.00 1.00 126.00 1.05 SURCHARGED106 L-M-NE-07-P 3.79 0 12:08 3.97 0.96 5.02 0.35 1.00 1.00 122.00 1.07 SURCHARGED107 L-M-NE-08-P 3.97 0 12:07 3.82 1.04 5.06 0.35 1.00 1.00 109.00 1.04 SURCHARGED108 L-M-NE-09-P 4.22 0 12:04 3.66 1.15 5.38 0.21 1.00 1.00 103.00 0.97 SURCHARGED109 L-M-NE-10-P 4.63 0 12:04 3.09 1.50 5.90 0.20 1.00 1.00 102.00 0.83 SURCHARGED110 L-M-NE-11-P 2.77 0 12:00 4.65 0.59 3.53 0.16 1.00 1.00 97.00 0.97 SURCHARGED111 L-M-NE-12-P 4.87 0 12:26 4.57 1.07 6.21 0.71 1.00 1.00 70.00 1.32 SURCHARGED112 L-M-NE-13-P 3.42 0 12:17 4.57 0.75 4.35 0.83 1.00 1.00 53.00 1.06 SURCHARGED113 L-M-NE-14-P 3.51 0 12:18 4.56 0.77 5.20 0.32 1.00 1.00 49.00 1.31 SURCHARGED114 L-M-NE-15-P 3.65 0 12:14 4.57 0.80 5.61 0.42 1.00 1.00 32.00 1.34 SURCHARGED115 L-M-NE-16-P 4.02 0 12:13 4.56 0.88 5.72 0.31 1.00 1.00 26.00 1.35 SURCHARGED116 L-M-NE-17-P 4.53 0 12:12 4.56 0.99 5.79 0.30 1.00 1.00 23.00 1.36 SURCHARGED117 L-M-NE-18-P 5.35 0 12:12 3.46 1.55 6.82 0.36 1.00 1.00 21.00 1.05 SURCHARGED118 L-M-NE-19-P 2.22 0 12:12 2.62 0.85 2.83 0.08 1.00 1.00 23.00 0.67 SURCHARGED119 L-M-NE-20-P 3.03 0 12:11 2.73 1.11 3.86 0.52 1.00 1.00 19.00 0.82 SURCHARGED120 L-M-NE-21-P 3.03 0 12:11 2.73 1.11 3.86 0.48 1.00 1.00 16.00 0.82 SURCHARGED121 L-M-NE-22-P 3.03 0 12:12 2.73 1.11 3.86 1.06 1.00 1.00 11.00 0.84 SURCHARGED122 L-M-WG-01-P 2.30 0 12:57 2.75 0.83 2.92 0.16 1.00 1.00 81.00 0.58 SURCHARGED123 L-M-WG-02-P 3.66 0 12:12 2.71 1.35 4.66 0.13 1.00 1.00 73.00 0.68 SURCHARGED124 L-M-WG-03-P 4.86 0 12:12 5.01 0.97 6.19 0.39 1.00 1.00 54.00 1.34 SURCHARGED125 L-M-WG-04-P 5.21 0 12:09 5.15 1.01 6.63 0.44 1.00 1.00 22.00 1.51 SURCHARGED126 L-M-WPD-01-P 21.94 0 12:19 23.22 0.94 7.01 0.26 1.99 1.00 0.00 1.13 Calculated127 L-M-WPD-02-P 21.88 0 12:18 17.28 1.27 6.97 0.51 2.00 1.00 32.00 0.89 SURCHARGED128 L-M-WPD-03-P 19.31 0 12:21 17.15 1.13 6.15 0.29 2.00 1.00 40.00 0.81 SURCHARGED129 L-M-WPD-04-P 19.18 0 12:17 17.61 1.09 6.11 0.47 2.00 1.00 52.00 0.79 SURCHARGED130 L-M-WPD-05-P 21.68 0 12:19 16.66 1.30 6.90 0.42 2.00 1.00 50.00 0.79 SURCHARGED131 L-M-WPD-06-P 21.87 0 12:15 17.13 1.28 6.96 0.37 2.00 1.00 86.00 0.72 SURCHARGED132 L-M-WPD-07-P 15.18 0 12:08 26.99 0.56 4.83 0.52 2.00 1.00 41.00 0.88 SURCHARGED133 L-M-WPD-08-P 17.51 0 12:11 28.86 0.61 7.72 0.38 2.00 1.00 24.00 1.50 SURCHARGED134 L-M-WPD-09-P 13.39 0 12:12 16.03 0.84 8.15 0.23 1.50 1.00 11.00 1.72 SURCHARGED135 L-M-WPD-10-P 13.41 0 12:12 16.05 0.84 7.84 0.30 1.50 1.00 11.00 1.76 SURCHARGED136 L-M-WPD-11-P 14.00 0 12:11 16.11 0.87 8.90 0.47 1.50 1.00 3.00 1.83 SURCHARGED137 L-M-WPD-12-P 14.18 0 12:15 16.07 0.88 8.91 0.36 1.33 0.96 0.00 1.81 Calculated138 L-M-WPD-13-P 14.52 0 12:12 16.09 0.90 8.85 0.42 1.40 0.94 0.00 1.83 Calculated139 L-M-WPD-14-P 6.56 0 12:14 16.06 0.41 5.91 0.33 0.93 0.63 0.00 1.60 Calculated140 L-M-WPD-15-P 6.58 0 12:14 16.12 0.41 8.05 0.52 0.65 0.47 0.00 1.79 Calculated141 L-M-WPD-16-P 6.57 0 12:13 15.94 0.41 7.92 0.30 0.67 0.48 0.00 1.75 Calculated142 L-M-WPD-17-P 6.60 0 12:13 15.82 0.42 7.74 0.33 0.69 0.49 0.00 1.74 Calculated143 L-M-WPD-18-P 6.59 0 12:13 18.12 0.36 8.95 0.49 0.63 0.43 0.00 2.00 Calculated144 L-M-WPD-19-P 6.62 0 12:12 7.88 0.84 4.51 0.36 1.13 0.77 0.00 0.88 Calculated145 L-M-WPD-20-P 6.67 0 12:12 1.96 3.40 3.89 0.29 1.38 0.94 0.00 0.51 > CAPACITY146 L-M-WPD-21-P 6.73 0 12:12 7.35 0.91 3.84 0.62 1.44 0.97 0.00 0.84 Calculated147 L-M-WPD-22-P 3.99 0 12:21 6.92 0.58 3.17 0.37 1.33 0.92 0.00 0.77 Calculated148 L-M-WPD-23-P 3.99 0 12:21 13.92 0.29 6.44 0.16 0.57 0.38 0.00 1.53 Calculated149 L-M-WPD-25-P 3.30 0 12:08 1.37 2.41 4.74 0.61 0.84 0.84 0.00 0.48 > CAPACITY

Extended Bypass Model - 10-Year Event

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Storage Nodes

Storage Node : ST-M-EB-01-PD

Input Data

59.0071.0012.0059.000.000.000.00

Infiltration/Exfiltration

0.0000

Storage Area Volume CurvesStorage Curve : FullBypass

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 26208 0.0001 27955.2 27081.602 29702.4 55910.403 31449.6 86486.404 33196.8 118809.605 34944 152880.006 37564.8 189134.407 40185.6 228009.608 42806.4 269505.609 45427.2 313622.40

10 48921.6 360796.8011 52416 411465.6012 55910.4 465628.80

Evaporation Loss ........................................................

Exfiltration Rate (in/hr) ................................................

Invert Elevation (ft) .....................................................Max (Rim) Elevation (ft) ..............................................Max (Rim) Offset (ft) ...................................................Initial Water Elevation (ft) ...........................................Initial Water Depth (ft) ................................................Ponded Area (ft²) ........................................................

Extended Bypass Model - 10-Year Event

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Extended Bypass Model - 10-Year Event

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Storage Node : ST-M-EB-01-PD (continued)

Output Summary Results

98.430.0058.920.0065.246.2460.611.610 13:320.000000.00

Total Flooded Volume (ac-in) .....................................Total Time Flooded (min) ...........................................Total Retention Time (sec) .........................................

Max HGL Elevation Attained (ft) .................................Max HGL Depth Attained (ft) ......................................Average HGL Elevation Attained (ft) ..........................Average HGL Depth Attained (ft) ...............................Time of Max HGL Occurrence (days hh:mm) ............Total Exfiltration Volume (1000-ft³) ............................

Peak Inflow (cfs) .........................................................Peak Lateral Inflow (cfs) .............................................Peak Outflow (cfs) ......................................................Peak Exfiltration Flow Rate (cfm) ...............................

Extended Bypass Model - 10-Year Event

Appendix B Page 70 of 157

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Storage Node : ST-M-HW-01-CH

Input Data

97.86106.028.1697.860.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Heather Woods Chambers

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0.000 252.4500 0.0000.083 252.4500 20.950.167 252.4500 42.160.250 252.4500 63.110.333 252.4500 84.060.417 252.4500 105.270.500 252.4500 126.220.583 252.4500 147.170.667 252.4500 168.380.750 252.4500 189.330.833 252.4500 210.280.917 252.4500 231.491.000 252.450 252.441.001 522.7500 252.831.167 521.5288 339.511.250 518.9222 382.691.333 516.0818 425.641.417 513.3819 468.881.500 510.0913 511.351.583 506.4254 553.541.667 502.7569 595.931.750 498.4643 637.481.833 494.1899 678.681.917 489.1722 719.982.000 484.1642 760.372.083 479.5020 800.362.167 473.1143 840.372.250 467.0084 879.392.333 460.4705 917.882.417 453.4651 956.272.500 446.1268 993.602.583 439.0766 1030.342.667 430.4318 1066.862.750 418.3034 1102.082.833 407.3668 1136.352.917 396.9421 1170.133.000 383.9705 1202.543.083 368.8122 1233.783.167 350.5797 1263.993.250 326.3752 1292.083.333 286.9598 1317.533.417 272.3913 1341.023.500 258.5700 1363.053.583 252.4500 1384.263.667 252.4500 1405.473.750 252.4500 1426.423.833 252.4500 1447.373.917 252.4500 1468.584.000 252.4500 1489.534.001 0 1489.668.16 0 1489.66

Initial Water Elevation (ft) ...........................................Initial Water Depth (ft) ................................................Ponded Area (ft²) ........................................................Evaporation Loss ........................................................

Exfiltration Rate (in/hr) ................................................

Invert Elevation (ft) .....................................................Max (Rim) Elevation (ft) ..............................................Max (Rim) Offset (ft) ...................................................

Extended Bypass Model - 10-Year Event

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Extended Bypass Model - 10-Year Event

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Storage Node : ST-M-HW-01-CH (continued)

Output Summary Results

5.055.054.911.75105.307.44104.206.340 12:124.051000.00

Average HGL Depth Attained (ft) ...............................Time of Max HGL Occurrence (days hh:mm) ............Total Exfiltration Volume (1000-ft³) ............................Total Flooded Volume (ac-in) .....................................Total Time Flooded (min) ...........................................Total Retention Time (sec) .........................................

Peak Lateral Inflow (cfs) .............................................Peak Outflow (cfs) ......................................................Peak Exfiltration Flow Rate (cfm) ...............................Max HGL Elevation Attained (ft) .................................Max HGL Depth Attained (ft) ......................................Average HGL Elevation Attained (ft) ..........................

Peak Inflow (cfs) .........................................................

Extended Bypass Model - 10-Year Event

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Storage Node : ST-M-MRW-19-PD

Input Data

131.00136.005.00131.000.0042218.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Park Way Circle Pond

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 129 0.0001 641 385.002 5079 3245.003 19943 15756.004 29298 40376.505 42218 76134.50

Evaporation Loss ........................................................

Exfiltration Rate (in/hr) ................................................

Invert Elevation (ft) .....................................................Max (Rim) Elevation (ft) ..............................................Max (Rim) Offset (ft) ...................................................Initial Water Elevation (ft) ...........................................Initial Water Depth (ft) ................................................Ponded Area (ft²) ........................................................

Extended Bypass Model - 10-Year Event

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Extended Bypass Model - 10-Year Event

Appendix B Page 75 of 157

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Storage Node : ST-M-MRW-19-PD (continued)

Output Summary Results

10.173.003.3567.41134.023.02131.500.50 12:5315.195000.00

Total Flooded Volume (ac-in) .....................................Total Time Flooded (min) ...........................................Total Retention Time (sec) .........................................

Max HGL Elevation Attained (ft) .................................Max HGL Depth Attained (ft) ......................................Average HGL Elevation Attained (ft) ..........................Average HGL Depth Attained (ft) ...............................Time of Max HGL Occurrence (days hh:mm) ............Total Exfiltration Volume (1000-ft³) ............................

Peak Inflow (cfs) .........................................................Peak Lateral Inflow (cfs) .............................................Peak Outflow (cfs) ......................................................Peak Exfiltration Flow Rate (cfm) ...............................

Extended Bypass Model - 10-Year Event

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Project DescriptionExtendedBypass-100yr.SPF

Project OptionsCFSElevationEPA SWMMHortonHydrodynamicYESYES

Analysis OptionsJan 01, 2018 00:00:00Jan 03, 2018 00:00:00Jan 01, 2018 00:00:000 days0 01:00:00 days hh:mm:ss0 00:01:00 days hh:mm:ss0 00:06:00 days hh:mm:ss10 seconds

Number of ElementsQty141149145100320756149011000

Rainfall DetailsSN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall

ID Source ID Type Units Period Depth Distribution(years) (inches)

1 Rain Gage Time Series 100-year Cumulative inches 0.00

Weirs ................................................. Outlets ...............................................Pollutants ...................................................Land Uses ..................................................

Storage Nodes ..................................Links........................................................... Channels ........................................... Pipes ................................................. Pumps ............................................... Orifices ..............................................

Subbasins...................................................Nodes......................................................... Junctions ........................................... Outfalls .............................................. Flow Diversions ................................. Inlets ..................................................

Antecedent Dry Days .................................Runoff (Dry Weather) Time Step ...............Runoff (Wet Weather) Time Step ..............Reporting Time Step ..................................Routing Time Step .....................................

Rain Gages ................................................

Link Routing Method ..................................Enable Overflow Ponding at Nodes ...........Skip Steady State Analysis Time Periods ..

Start Analysis On .......................................End Analysis On ........................................Start Reporting On .....................................

Version: 2019 DSR

Flow Units ..................................................Elevation Type ...........................................Hydrology Method ......................................EPA SWMM Infiltration Method .................

File Name ..................................................Description .................................................

Project: Westpark (MOA)

Model: Extended Bypass Alternative

By: AWR Engineering

Extended Bypass Model - 100-Year Event

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Subbasin SummarySN Subbasin Area Impervious Average Equivalent Impervious Pervious Total Total Total Total Peak Time of

ID Area Slope Width Area Area Rainfall Infiltration Runoff Runoff Runoff ConcentrationManning's Manning's Volume

Roughness Roughness(ac) (%) (%) (ft) (in) (in) (in) (ac-in) (cfs) (days hh:mm:ss)

1 S-BBC-01 8.61 42.00 4.0486 2741.07 0.0110 0.2400 3.59 1.7260 2.06 17.72 17.44 0 00:26:052 S-BBC-02 2.16 10.00 24.1653 329.05 0.0110 0.8000 3.59 2.7150 0.88 1.89 1.64 0 01:16:473 S-BBC-03 6.97 42.00 3.5967 1919.17 0.0110 0.2400 3.59 0.5260 4.98 34.70 17.35 0 00:28:434 S-BBC-04 4.81 10.00 25.1246 700.13 0.0110 0.8000 3.59 0.7800 2.81 13.52 4.76 0 01:18:005 S-F-01 8.02 2.00 20.3368 1562.17 0.0110 0.7200 3.59 2.8020 0.79 6.32 6.26 0 01:08:056 S-F-02 8.41 42.00 4.0000 2541.53 0.0110 0.2400 3.59 1.7300 2.59 21.81 20.00 0 00:26:497 S-F-03 4.71 42.00 4.0000 1590.56 0.0110 0.2400 3.59 1.7190 1.85 8.72 9.00 0 00:24:388 S-F-04 9.06 42.00 4.0000 2178.57 0.0110 0.2400 3.59 1.7220 1.85 16.75 16.09 0 00:30:109 S-F-05 3.25 42.00 4.0000 1110.40 0.0110 0.2400 3.59 1.7320 2.72 8.84 8.47 0 00:24:03

10 S-F-06 3.23 10.00 25.8492 683.47 0.0110 0.8000 3.59 2.7030 0.89 2.87 3.07 0 01:01:4711 S-GTN-01 10.71 42.00 4.3797 2559.42 0.0110 0.2400 3.59 1.7280 2.04 21.84 20.40 0 00:29:4212 S-GTN-02 2.49 10.00 21.9787 361.24 0.0110 0.8000 3.59 2.7190 0.87 2.17 1.77 0 01:21:2113 S-GTS-01 14.37 42.00 3.6889 3401.79 0.0110 0.2400 3.59 1.7270 2.00 28.78 26.69 0 00:31:5414 S-GTS-02 2.70 10.00 27.3016 442.88 0.0110 0.8000 3.59 2.7100 0.88 2.38 2.23 0 01:10:4915 S-HWE-01 12.86 27.00 11.6345 2504.04 0.0110 0.3000 3.59 2.6440 0.95 12.17 10.58 0 00:34:0916 S-M-02 2.81 42.00 5.4784 491.12 0.0110 0.2400 3.59 1.7250 1.99 5.58 5.27 0 00:30:5717 S-M-03 1.16 85.00 6.7584 1088.63 0.0110 0.2400 3.59 0.6710 2.92 3.39 2.77 0 00:07:3418 S-M-05 0.51 0.00 12.0350 131.53 0.0110 0.2400 3.59 2.7920 0.80 0.41 0.72 0 00:34:5919 S-M-08 3.21 42.00 4.8711 989.88 0.0110 0.2400 3.59 1.7240 2.47 7.91 8.16 0 00:23:5320 S-M-09 2.54 0.00 26.5219 658.63 0.0110 0.5800 3.59 2.8020 0.79 2.00 2.84 0 00:46:4321 S-MRW-01 26.47 33.00 16.9978 3842.89 0.0110 0.2400 3.59 0.5530 3.04 80.42 49.99 0 00:29:5022 S-MRW-02 2.43 15.00 6.6656 1194.60 0.0110 0.3000 3.59 0.6650 2.93 7.11 4.56 0 00:29:2523 S-MRW-03 0.82 30.00 20.5530 1392.23 0.0110 0.2400 3.59 1.9340 1.66 1.36 1.91 0 00:07:4524 S-MRW-04 9.68 33.00 12.5273 1612.46 0.0110 0.2400 3.59 2.4200 1.17 11.33 9.60 0 00:29:2725 S-MRW-06 3.87 42.00 5.8648 1969.33 0.0110 0.2400 3.59 1.7160 1.85 7.16 8.18 0 00:17:4526 S-NE-01 11.90 42.00 4.6525 3119.14 0.0110 0.2400 3.59 2.1740 1.39 16.56 12.19 0 00:28:0127 S-NE-02 6.65 42.00 4.6997 2131.70 0.0110 0.2400 3.59 2.1720 1.39 9.26 6.90 0 00:24:3128 S-NE-03 12.36 42.00 4.7175 3549.41 0.0110 0.2400 3.59 2.2730 1.52 18.80 14.59 0 00:26:4529 S-NE-04 4.43 42.00 4.8004 1617.31 0.0110 0.2400 3.59 1.7180 1.85 8.18 8.74 0 00:22:2230 S-NE-05 2.03 60.00 19.3311 2620.92 0.0110 0.2400 3.59 1.1050 2.49 5.05 4.86 0 00:06:3931 S-NE-06 3.46 10.00 26.9748 571.73 0.0110 0.8000 3.59 3.5880 0.00 0.01 0.10 0 01:10:4632 S-NE-07 3.40 5.00 22.4351 963.97 0.0110 0.8000 3.59 2.7580 0.83 2.83 3.41 0 00:55:2833 S-WG-01 2.66 42.00 10.7992 1049.10 0.0110 0.2400 3.59 0.4510 3.14 8.35 5.91 0 00:16:2734 S-WG-02 5.37 42.00 7.1476 1512.94 0.0110 0.2400 3.59 0.4550 3.14 16.84 11.14 0 00:22:4935 S-WPD-01 2.94 85.00 13.7585 1751.94 0.0110 0.2400 3.59 0.5210 3.07 9.03 6.78 0 00:06:3036 S-WPD-02 6.76 42.00 4.0426 1863.20 0.0110 0.2400 3.59 1.7210 1.85 12.47 12.39 0 00:27:4037 S-WPD-03 5.31 42.00 3.0851 2690.29 0.0110 0.2400 3.59 0.5110 3.05 16.22 11.27 0 00:21:5938 S-WPD-07 4.34 85.00 2.7147 3254.25 0.0110 0.2400 3.59 0.1300 3.41 14.80 10.63 0 00:09:1439 S-WPD-08 6.86 50.00 5.2146 2623.82 0.0110 0.2400 3.59 0.4390 3.12 21.42 15.15 0 00:23:2540 S-WPD-09 3.30 40.00 12.1226 1888.22 0.0110 0.2400 3.59 1.6600 1.93 6.37 7.32 0 00:15:5541 S-WPD-10 8.29 42.00 6.2316 2192.49 0.0110 0.2400 3.59 1.6630 1.93 15.97 15.98 0 00:25:04

Extended Bypass Model - 100-Year Event

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB Junction 77.99 83.28 77.99 83.28 0.00 18.91 83.16 0.00 18.83 0 00:00 0.00 0.002 J-M-B-02-MH Junction 18.14 23.00 18.14 23.00 0.00 40.19 21.74 0.00 1.26 0 00:00 0.00 0.003 J-M-B-03-D Junction 19.58 124.25 19.58 124.25 0.00 40.19 32.10 0.00 92.15 0 00:00 0.00 0.004 J-M-B-04-D Junction 33.12 121.62 33.12 121.62 0.00 40.19 49.45 0.00 72.17 0 00:00 0.00 0.005 J-M-B-05-D Junction 45.37 119.53 45.37 119.53 0.00 40.19 60.55 0.00 58.98 0 00:00 0.00 0.006 J-M-B-06-MH Junction 58.29 72.00 58.29 74.00 0.00 40.19 70.74 0.00 1.26 0 00:00 0.00 0.007 J-M-BBC-04-CB Junction 84.70 90.22 84.70 90.22 11497.00 17.42 90.72 0.50 0.00 0 12:12 1.61 62.008 J-M-BBN-01-MH Junction 83.24 91.21 83.24 91.21 0.00 16.13 90.82 0.00 0.39 0 00:00 0.00 0.009 J-M-BBN-02-MH Junction 86.01 94.48 86.01 94.48 0.00 16.18 94.07 0.00 0.41 0 00:00 0.00 0.00

10 J-M-BBN-03-MH Junction 87.02 96.59 87.02 96.59 0.00 16.55 96.23 0.00 0.36 0 00:00 0.00 0.0011 J-M-BBN-04-MH Junction 87.55 97.48 87.55 97.48 0.00 16.64 97.12 0.00 0.36 0 00:00 0.00 0.0012 J-M-BBN-05-MH Junction 88.82 99.87 88.82 99.87 0.00 17.34 99.52 0.00 0.35 0 00:00 0.00 0.0013 J-M-EB-01 Junction 59.90 72.00 59.90 72.00 0.00 96.13 71.20 0.00 0.80 0 00:00 0.00 0.0014 J-M-EB-02 Junction 60.60 73.50 60.60 73.50 0.00 96.12 71.59 0.00 1.91 0 00:00 0.00 0.0015 J-M-EB-03 Junction 62.05 77.00 62.05 77.00 0.00 96.12 72.16 0.00 4.84 0 00:00 0.00 0.0016 J-M-EB-04 Junction 63.57 80.00 63.57 80.00 0.00 96.13 72.78 0.00 7.22 0 00:00 0.00 0.0017 J-M-EB-05 Junction 64.86 83.50 64.86 83.50 0.00 96.12 73.38 0.00 10.12 0 00:00 0.00 0.0018 J-M-EB-06 Junction 66.10 86.00 66.10 86.00 0.00 88.93 73.94 0.00 12.06 0 00:00 0.00 0.0019 J-M-EB-07 Junction 67.28 84.00 67.28 84.00 0.00 92.60 74.84 0.00 9.16 0 00:00 0.00 0.0020 J-M-EB-08 Junction 68.47 81.00 68.47 81.00 0.00 85.87 75.75 0.00 5.25 0 00:00 0.00 0.0021 J-M-EB-09 Junction 69.10 80.00 69.10 80.00 0.00 85.76 76.54 0.00 3.46 0 00:00 0.00 0.0022 J-M-EB-10 Junction 69.83 79.00 69.83 79.00 0.00 92.63 77.45 0.00 1.55 0 00:00 0.00 0.0023 J-M-EB-11 Junction 70.44 80.00 70.44 80.00 0.00 86.01 78.42 0.00 1.58 0 00:00 0.00 0.0024 J-M-EB-12 Junction 71.81 82.50 71.81 82.50 0.00 86.01 79.81 0.00 2.69 0 00:00 0.00 0.0025 J-M-EB-13 Junction 73.03 84.00 73.03 84.00 0.00 86.01 81.14 0.00 2.86 0 00:00 0.00 0.0026 J-M-EB-14 Junction 73.64 84.50 73.64 84.50 0.00 86.01 82.12 0.00 2.38 0 00:00 0.00 0.0027 J-M-EB-15 Junction 74.37 84.41 74.37 84.41 0.00 95.90 83.16 0.00 18.32 0 00:00 0.00 0.0028 J-M-EB-16 Junction 76.60 84.00 76.60 84.00 0.00 60.18 83.93 0.00 0.07 0 00:00 0.00 0.0029 J-M-EB-17 Junction 77.40 85.95 77.40 85.95 0.00 60.18 84.92 0.00 1.03 0 00:00 0.00 0.0030 J-M-EB-18 Junction 78.94 88.05 78.94 88.05 0.00 60.18 87.46 0.00 0.59 0 00:00 0.00 0.0031 J-M-EB-19 Junction 80.01 90.36 80.01 90.36 0.00 60.20 89.48 0.00 0.88 0 00:00 0.00 0.0032 J-M-EB-20 Junction 82.09 91.79 82.09 91.79 0.00 38.56 91.48 0.00 0.31 0 00:00 0.00 0.0033 J-M-EB-21 Junction 82.68 94.05 82.68 94.05 0.00 38.67 93.44 0.00 0.61 0 00:00 0.00 0.0034 J-M-EB-22 Junction 84.59 96.08 84.59 96.08 0.00 36.75 95.17 0.00 0.91 0 00:00 0.00 0.0035 J-M-EB-23 Junction 86.40 97.41 86.40 97.41 0.00 40.67 96.92 0.00 0.49 0 00:00 0.00 0.0036 J-M-EB-24 Junction 92.17 100.71 92.17 100.71 10.00 40.67 100.72 0.01 0.00 0 12:08 0.00 0.0037 J-M-EB-25 Junction 97.85 106.05 97.85 106.05 10.00 40.67 106.05 0.00 0.00 0 12:11 0.00 0.0038 J-M-EB-26 Junction 103.52 111.51 103.52 111.51 0.00 42.48 105.75 0.00 5.76 0 00:00 0.00 0.0039 J-M-F-01-MH Junction 68.27 74.57 68.27 74.57 0.00 9.14 74.07 0.00 0.50 0 00:00 0.00 0.0040 J-M-F-02-CB Junction 68.67 74.98 68.67 74.98 0.00 8.89 74.44 0.00 0.54 0 00:00 0.00 0.0041 J-M-F-03-MH Junction 68.92 75.02 68.92 75.02 0.00 8.92 74.56 0.00 0.46 0 00:00 0.00 0.0042 J-M-F-04-MH Junction 69.48 75.35 69.48 75.35 0.00 8.99 74.95 0.00 0.40 0 00:00 0.00 0.0043 J-M-GTN-01-MH Junction 87.82 97.29 87.82 97.29 0.00 4.09 96.65 0.00 0.64 0 00:00 0.00 0.0044 J-M-GTN-02-MH Junction 88.17 98.09 88.17 98.09 0.00 4.09 96.94 0.00 1.15 0 00:00 0.00 0.0045 J-M-GTN-03-MH Junction 88.92 97.86 88.92 97.86 10.00 4.09 97.86 0.00 0.00 0 12:09 0.00 0.0046 J-M-GTN-04-MH Junction 89.81 96.28 89.81 96.28 4297.00 9.91 96.48 0.20 0.00 0 12:27 0.41 89.0047 J-M-GTN-05-MH Junction 90.31 95.53 90.31 95.53 17562.00 49.73 96.48 0.95 0.00 0 12:09 11.90 314.0048 J-M-GTN-06-MH Junction 92.16 97.24 92.16 97.24 10.00 1.67 97.24 0.00 0.00 0 12:06 0.00 0.0049 J-M-GTN-07-MH Junction 93.15 98.46 93.15 98.46 0.00 1.71 98.31 0.00 0.15 0 00:00 0.00 0.0050 J-M-GTS-01-MH Junction 84.01 92.49 84.01 92.49 9061.00 43.75 93.13 0.64 0.00 0 12:17 2.05 72.0051 J-M-GTS-02-MH Junction 84.49 91.89 84.49 91.89 11513.00 68.36 93.14 1.25 0.00 0 12:12 5.53 97.0052 J-M-GTS-03-MH Junction 85.25 92.15 85.25 92.15 12404.00 25.42 93.14 0.99 0.00 0 12:13 3.80 89.0053 J-M-GTS-04-MH Junction 87.54 94.49 87.54 94.49 10.00 7.74 94.49 0.00 0.00 0 12:03 0.00 0.0054 J-M-GTS-05-MH Junction 88.86 95.92 88.86 95.92 10.00 7.50 95.92 0.00 0.00 0 12:05 0.00 0.0055 J-M-GTS-06-MH Junction 89.30 96.48 89.30 96.48 10.00 7.46 96.48 0.00 0.00 0 12:06 0.00 0.0056 J-M-GTS-07-MH Junction 90.98 98.10 90.98 98.10 10.00 6.49 98.10 0.00 0.00 0 00:00 0.00 0.0057 J-M-GTS-08-MH Junction 91.76 100.61 91.76 100.61 0.00 6.42 97.42 0.00 3.19 0 00:00 0.00 0.0058 J-M-GTS-09-MH Junction 92.03 101.38 92.03 101.38 0.00 6.42 97.79 0.00 3.59 0 00:00 0.00 0.0059 J-M-GTS-10-MH Junction 92.36 102.32 92.36 102.32 0.00 6.42 98.11 0.00 4.21 0 00:00 0.00 0.0060 J-M-GTS-12-MH Junction 93.05 101.43 93.05 101.43 0.00 6.42 98.90 0.00 2.53 0 00:00 0.00 0.0061 J-M-GTS-13-MH Junction 93.34 100.14 93.34 100.14 0.00 6.42 99.22 0.00 0.92 0 00:00 0.00 0.0062 J-M-M-03-CB Junction 63.72 70.75 63.72 70.75 10000.00 46.24 71.00 0.25 0.00 0 13:55 0.93 109.0063 J-M-M-04-MH Junction 65.33 72.18 65.33 72.18 0.00 27.75 71.37 0.00 0.81 0 00:00 0.00 0.0064 J-M-M-05-MH Junction 66.98 74.59 66.98 74.59 0.00 28.78 72.94 0.00 1.65 0 00:00 0.00 0.0065 J-M-M-06-MH Junction 67.65 75.24 67.65 75.24 0.00 15.95 74.77 0.00 0.47 0 00:00 0.00 0.0066 J-M-M-07-MH Junction 68.39 76.87 68.39 76.87 0.00 15.95 74.36 0.00 2.51 0 00:00 0.00 0.0067 J-M-M-08-MH Junction 68.81 77.97 68.81 77.97 0.00 16.22 75.06 0.00 2.91 0 00:00 0.00 0.0068 J-M-M-09-MH Junction 69.56 79.62 69.56 79.62 0.00 16.71 75.99 0.00 3.63 0 00:00 0.00 0.0069 J-M-M-10-MH Junction 69.95 80.52 69.95 80.52 0.00 14.36 76.30 0.00 4.22 0 00:00 0.00 0.0070 J-M-M-11-MH Junction 70.34 81.51 70.34 81.51 0.00 14.36 76.59 0.00 4.92 0 00:00 0.00 0.0071 J-M-M-12-MH Junction 70.83 83.82 70.83 83.82 0.00 14.38 76.85 0.00 6.97 0 00:00 0.00 0.0072 J-M-MRW-01-MH Junction 109.03 115.61 109.03 115.61 0.00 42.37 110.70 0.00 5.16 0 00:00 0.00 0.0073 J-M-MRW-02-MH Junction 111.03 117.07 111.03 117.07 0.00 31.65 116.72 0.00 0.35 0 00:00 0.00 0.0074 J-M-MRW-03-MH Junction 112.75 128.03 112.75 128.03 0.00 15.47 121.50 0.00 6.53 0 00:00 0.00 0.0075 J-M-MRW-04-MH Junction 120.68 136.83 120.68 136.83 0.00 15.47 125.99 0.00 10.84 0 00:00 0.00 0.0076 J-M-MRW-05-MH Junction 122.32 140.48 122.32 140.48 0.00 15.47 131.24 0.00 9.24 0 00:00 0.00 0.0077 J-M-MRW-06A-MH Junction 123.99 135.61 123.99 135.61 12253.00 31.94 136.44 0.83 0.00 0 12:12 2.83 84.0078 J-M-MRW-06B-MH Junction 123.99 135.61 123.99 135.61 12253.00 50.89 136.49 0.88 0.00 0 12:11 2.99 88.0079 J-M-MRW-07-MH Junction 124.69 135.14 124.69 135.14 5755.00 17.81 136.49 1.35 0.00 0 13:39 2.34 102.0080 J-M-MRW-08-MH Junction 125.38 137.16 125.38 137.16 10.00 9.51 137.20 0.04 0.00 0 13:40 0.00 0.0081 J-M-MRW-09-MH Junction 125.98 139.48 125.98 139.48 10.00 9.43 139.48 0.00 0.00 0 13:40 0.00 0.00

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

82 J-M-MRW-10-MH Junction 126.59 138.92 126.59 138.92 10.00 9.51 138.93 0.01 0.00 0 13:40 0.00 0.0083 J-M-MRW-11-MH Junction 127.34 136.88 127.34 136.88 4669.00 10.00 136.95 0.07 0.00 0 13:39 0.17 11.0084 J-M-MRW-12-MH Junction 128.22 140.97 128.22 140.97 10.00 7.41 140.98 0.01 0.00 0 13:39 0.00 0.0085 J-M-MRW-13-MH Junction 128.70 139.79 128.70 139.79 10.00 7.35 139.79 0.00 0.00 0 13:39 0.00 0.0086 J-M-MRW-14-MH Junction 128.98 139.18 128.98 139.18 10.00 9.59 139.19 0.01 0.00 0 13:40 0.00 0.0087 J-M-MRW-15-MH Junction 129.51 137.85 129.51 137.85 10.00 6.86 137.86 0.01 0.00 0 13:42 0.00 1.0088 J-M-MRW-16-MH Junction 130.08 136.70 130.08 136.70 10.00 6.86 136.71 0.01 0.00 0 13:39 0.00 1.0089 J-M-MRW-17-MH Junction 130.73 135.54 130.73 135.54 4746.00 6.59 135.82 0.28 0.00 0 12:12 0.37 99.0090 J-M-MRW-18-CB Junction 130.93 135.35 130.93 135.35 6002.00 4.46 135.84 0.49 0.00 0 13:04 0.81 95.0091 J-M-MRW-20-CB Junction 132.83 138.00 132.83 138.00 0.00 5.32 137.10 0.00 0.90 0 00:00 0.00 0.0092 J-M-MRW-21-MH Junction 168.94 175.34 168.94 175.34 0.00 5.32 169.53 0.00 5.81 0 00:00 0.00 0.0093 J-M-MRW-22-CB Junction 170.92 175.13 170.92 175.13 4403.00 8.17 175.29 0.16 0.00 0 12:11 0.20 14.0094 J-M-NE-01-MH Junction 93.46 99.72 93.46 99.72 0.00 6.42 99.30 0.00 0.42 0 00:00 0.00 0.0095 J-M-NE-02-MH Junction 94.87 101.00 94.87 101.00 0.00 5.39 100.68 0.00 0.32 0 00:00 0.00 0.0096 J-M-NE-03-CB Junction 95.75 101.72 95.75 101.72 8534.00 21.23 102.83 1.11 0.00 0 12:11 5.75 284.0097 J-M-NE-04-MH Junction 95.92 102.04 95.92 102.04 8112.00 18.06 102.83 0.79 0.00 0 12:11 5.16 253.0098 J-M-NE-05-MH Junction 96.80 103.25 96.80 103.25 0.00 11.41 102.86 0.00 0.39 0 00:00 0.00 0.0099 J-M-NE-06-MH Junction 98.53 104.82 98.53 104.82 0.00 11.46 104.42 0.00 0.40 0 00:00 0.00 0.00

100 J-M-NE-07-MH Junction 99.73 105.98 99.73 105.98 0.00 11.49 105.58 0.00 0.40 0 00:00 0.00 0.00101 J-M-NE-08-MH Junction 100.94 107.07 100.94 107.07 0.00 11.54 106.67 0.00 0.40 0 00:00 0.00 0.00102 J-M-NE-09-MH Junction 102.08 108.17 102.08 108.17 0.00 11.64 107.77 0.00 0.40 0 00:00 0.00 0.00103 J-M-NE-10-MH Junction 102.78 108.95 102.78 108.95 0.00 11.66 108.55 0.00 0.40 0 00:00 0.00 0.00104 J-M-NE-11-MH Junction 103.34 109.71 103.34 109.71 0.00 11.82 109.31 0.00 0.40 0 00:00 0.00 0.00105 J-M-NE-12-MH Junction 103.91 110.11 103.91 110.11 0.00 5.17 109.53 0.00 0.58 0 00:00 0.00 0.00106 J-M-NE-13-MH Junction 107.69 114.29 107.69 114.29 14431.00 18.28 114.92 0.63 0.00 0 12:12 3.55 123.00107 J-M-NE-14-MH Junction 110.78 117.06 110.78 117.06 0.00 11.02 116.65 0.00 0.41 0 00:00 0.00 0.00108 J-M-NE-15-MH Junction 112.27 118.48 112.27 118.48 0.00 11.19 118.06 0.00 0.42 0 00:00 0.00 0.00109 J-M-NE-16-MH Junction 114.34 120.49 114.34 120.49 0.00 11.48 120.07 0.00 0.42 0 00:00 0.00 0.00110 J-M-NE-17-MH Junction 115.95 122.06 115.95 122.06 0.00 11.64 121.65 0.00 0.41 0 00:00 0.00 0.00111 J-M-NE-18-MH Junction 117.53 123.60 117.53 123.60 0.00 12.03 123.19 0.00 0.41 0 00:00 0.00 0.00112 J-M-NE-19-MH Junction 118.80 125.76 118.80 125.76 0.00 12.34 125.35 0.00 0.41 0 00:00 0.00 0.00113 J-M-NE-20-CB Junction 118.96 125.70 118.96 125.70 0.00 3.74 125.35 0.00 0.35 0 00:00 0.00 0.00114 J-M-NE-21-MH Junction 119.66 127.00 119.66 127.00 10.00 3.74 127.00 0.00 0.00 0 12:02 0.00 0.00115 J-M-NE-22-MH Junction 120.32 131.20 120.32 131.20 10.00 3.74 131.20 0.00 0.00 0 12:02 0.00 0.00116 J-M-NE-23-CB Junction 118.22 129.00 118.22 129.00 170.00 4.86 131.01 2.01 0.00 0 12:08 0.12 11.00117 J-M-WG-01-MH Junction 111.40 117.27 111.40 117.27 0.00 10.77 116.83 0.00 0.44 0 00:00 0.00 0.00118 J-M-WG-02-MH Junction 111.67 117.96 111.67 117.96 0.00 10.82 117.52 0.00 0.44 0 00:00 0.00 0.00119 J-M-WG-03-MH Junction 114.19 120.85 114.19 120.85 0.00 10.96 120.40 0.00 0.45 0 00:00 0.00 0.00120 J-M-WG-04-MH Junction 117.42 124.43 117.42 124.43 0.00 11.13 123.98 0.00 0.45 0 00:00 0.00 0.00121 J-M-WPD-02-MH Junction 77.53 85.53 77.53 85.53 0.00 40.51 84.97 0.00 0.56 0 00:00 0.00 0.00122 J-M-WPD-03-MH Junction 78.64 87.80 78.64 87.80 0.00 41.00 87.24 0.00 0.56 0 00:00 0.00 0.00123 J-M-WPD-04-MH Junction 79.24 88.89 79.24 88.89 0.00 34.47 88.33 0.00 0.56 0 00:00 0.00 0.00124 J-M-WPD-05-MH Junction 80.17 90.36 80.17 90.36 0.00 55.23 89.80 0.00 0.56 0 00:00 0.00 0.00125 J-M-WPD-06-MH Junction 81.07 92.44 81.07 92.44 0.00 27.75 91.79 0.00 0.65 0 00:00 0.00 0.00126 J-M-WPD-07-MH Junction 81.87 94.05 81.87 94.05 0.00 42.69 93.41 0.00 0.64 0 00:00 0.00 0.00127 J-M-WPD-08-MH Junction 84.03 95.61 84.03 95.61 0.00 27.94 94.98 0.00 0.63 0 00:00 0.00 0.00128 J-M-WPD-09-MH Junction 86.50 97.41 86.50 97.41 0.00 32.30 96.77 0.00 0.64 0 00:00 0.00 0.00129 J-M-WPD-10-MH Junction 92.33 99.29 92.33 99.29 0.00 13.24 98.53 0.00 0.76 0 00:00 0.00 0.00130 J-M-WPD-11-MH Junction 95.22 102.23 95.22 102.23 0.00 13.88 100.93 0.00 1.30 0 00:00 0.00 0.00131 J-M-WPD-12-MH Junction 100.36 107.42 100.36 107.42 0.00 14.39 104.59 0.00 2.83 0 00:00 0.00 0.00132 J-M-WPD-13-MH Junction 104.33 111.41 104.33 111.41 0.00 14.80 107.77 0.00 3.64 0 00:00 0.00 0.00133 J-M-WPD-14-MH Junction 108.84 115.97 108.84 115.97 0.00 25.59 111.81 0.00 4.16 0 00:00 0.00 0.00134 J-M-WPD-15-MH Junction 111.25 118.16 111.25 118.16 0.00 12.28 113.73 0.00 4.43 0 00:00 0.00 0.00135 J-M-WPD-16-MH Junction 116.36 122.51 116.36 122.51 0.00 12.25 117.52 0.00 4.99 0 00:00 0.00 0.00136 J-M-WPD-17-MH Junction 119.26 125.44 119.26 125.44 0.00 12.25 120.45 0.00 4.99 0 00:00 0.00 0.00137 J-M-WPD-18-MH Junction 122.28 128.52 122.28 128.52 0.00 12.25 123.46 0.00 5.06 0 00:00 0.00 0.00138 J-M-WPD-19-CB Junction 129.04 134.11 129.04 134.11 0.00 12.25 130.04 0.00 4.07 0 00:00 0.00 0.00139 J-M-WPD-20-CB Junction 130.05 135.61 130.05 135.61 0.00 12.25 133.00 0.00 2.61 0 00:00 0.00 0.00140 J-M-WPD-21-MH Junction 130.09 137.19 130.09 137.19 0.00 12.25 134.60 0.00 2.59 0 00:00 0.00 0.00141 J-M-WPD-22-CB Junction 131.05 136.11 131.05 136.11 200.00 14.15 137.11 1.00 0.00 0 12:12 0.07 12.00142 J-M-WPD-23-CB Junction 131.40 138.74 131.40 138.74 0.00 8.67 137.87 0.00 0.87 0 00:00 0.00 0.00143 J-M-WPD-24-I Junction 139.63 141.13 139.63 141.13 0.00 15.59 140.51 0.00 0.62 0 00:00 0.00 0.00144 J-M-WPD-25-O Junction 153.39 154.39 153.39 154.39 0.00 3.27 154.05 0.00 0.34 0 00:00 0.00 0.00145 J-M-WPD-26-CB Junction 154.26 160.16 154.26 160.16 0.00 15.96 159.73 0.00 0.43 0 00:00 0.00 0.00146 O-M-B-01-O Outfall 16.00 40.19 16.74147 ST-M-EB-01-PD Storage Node 59.00 71.00 59.00 0.00 142.22 70.99 0.00 0.00148 ST-M-HW-01-CH Storage Node 97.86 106.02 97.86 0.00 10.57 105.34 0.00 0.00149 ST-M-MRW-19-PD Storage Node 131.00 136.00 131.00 0.00 21.63 136.00 0.00 0.00

Extended Bypass Model - 100-Year Event

Appendix B Page 80 of 157

Page 94: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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0036

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0.01

2060

.18

50.9

01.

188.

513.

001.

0010

5.00

SU

RC

HA

RG

ED

31L-

M-E

B-2

0-P

Pip

eJ-

M-E

B-1

9J-

M-E

B-1

819

5.76

80.0

179

.04

0.50

0036

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0.01

2060

.18

50.8

61.

188.

513.

001.

0010

6.00

SU

RC

HA

RG

ED

32L-

M-E

B-2

1-P

Pip

eJ-

M-W

PD

-05-

MH

J-M

-EB

-19

12.9

780

.17

80.1

10.

4600

30.0

000.

0120

25.1

530

.22

0.83

5.12

2.50

1.00

113.

00S

UR

CH

AR

GE

D33

L-M

-EB

-22-

PP

ipe

J-M

-EB

-20

J-M

-EB

-19

175.

9282

.09

80.0

11.

1800

30.0

000.

0120

38.5

748

.32

0.80

7.86

2.50

1.00

108.

00S

UR

CH

AR

GE

D34

L-M

-EB

-23-

PP

ipe

J-M

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-21

J-M

-EB

-20

167.

3382

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82.0

90.

3500

30.0

000.

0120

38.5

626

.39

1.46

7.86

2.50

1.00

108.

00S

UR

CH

AR

GE

D35

L-M

-EB

-24-

PP

ipe

J-M

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D-0

7-M

HJ-

M-E

B-2

123

.56

81.8

782

.68

-3.4

400

30.0

000.

0120

17.5

082

.39

0.21

3.57

2.50

1.00

114.

00S

UR

CH

AR

GE

D36

L-M

-EB

-25-

PP

ipe

J-M

-EB

-22

J-M

-EB

-21

174.

3784

.59

82.6

81.

1000

30.0

000.

0120

36.7

546

.51

0.79

7.49

2.50

1.00

106.

00S

UR

CH

AR

GE

D37

L-M

-EB

-26-

PP

ipe

J-M

-EB

-23

J-M

-EB

-22

156.

6886

.40

84.5

91.

1600

30.0

000.

0120

36.7

547

.76

0.77

7.82

2.50

1.00

95.0

0S

UR

CH

AR

GE

D38

L-M

-EB

-27-

PP

ipe

J-M

-WP

D-0

9-M

HJ-

M-E

B-2

349

.17

86.5

086

.40

0.20

0030

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0.01

2010

.19

20.0

40.

512.

542.

501.

0095

.00

SU

RC

HA

RG

ED

39L-

M-E

B-2

8-P

Pip

eJ-

M-E

B-2

4J-

M-E

B-2

321

2.11

92.1

786

.40

2.72

0030

.000

0.01

2040

.67

73.2

90.

558.

382.

501.

0033

.00

SU

RC

HA

RG

ED

40L-

M-E

B-2

9-P

Pip

eJ-

M-E

B-2

5J-

M-E

B-2

424

2.66

97.8

592

.17

2.34

0030

.000

0.01

2040

.67

67.9

80.

6011

.43

2.50

1.00

7.00

SU

RC

HA

RG

ED

41L-

M-E

B-3

0-P

Pip

eJ-

M-E

B-2

6J-

M-E

B-2

526

7.43

103.

5297

.85

2.12

0030

.000

0.01

2040

.67

64.7

00.

6311

.49

2.21

0.95

0.00

Cal

cula

ted

42L-

M-E

B-3

1-P

Pip

eJ-

M-M

RW

-01-

MH

J-M

-EB

-26

229.

4610

9.03

103.

522.

4000

30.0

000.

0120

42.4

868

.86

0.62

11.9

21.

790.

760.

00C

alcu

late

d43

L-M

-EB

-32-

PP

ipe

ST

-M-E

B-0

1-P

DJ-

M-B

-06-

MH

140.

0059

.00

58.4

30.

4100

48.0

000.

0120

40.1

999

.29

0.40

6.35

4.00

1.00

531.

00S

UR

CH

AR

GE

D44

L-M

-F-0

1-P

Pip

eJ-

M-F

-01-

MH

J-M

-M-0

5-M

H32

.00

68.2

767

.01

3.94

0012

.000

0.01

205.

787.

660.

767.

361.

001.

0033

0.00

SU

RC

HA

RG

ED

45L-

M-F

-02-

PP

ipe

J-M

-F-0

2-C

BJ-

M-F

-01-

MH

24.6

568

.67

68.3

51.

3000

12.0

000.

0120

5.60

4.40

1.27

7.13

1.00

1.00

304.

00S

UR

CH

AR

GE

D46

L-M

-F-0

3-P

Pip

eJ-

M-F

-03-

MH

J-M

-F-0

2-C

B19

.50

68.9

268

.77

0.77

0012

.000

0.01

205.

713.

391.

697.

271.

001.

0028

9.00

SU

RC

HA

RG

ED

47L-

M-F

-04-

PP

ipe

J-M

-F-0

4-M

HJ-

M-F

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MH

46.7

769

.48

69.0

20.

9800

12.0

000.

0120

5.87

3.83

1.53

7.48

1.00

1.00

248.

00S

UR

CH

AR

GE

D48

L-M

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N-0

1-P

Pip

eJ-

M-G

TN

-01-

MH

J-M

-WP

D-0

9-M

H78

.25

87.8

287

.51

0.40

0012

.000

0.01

204.

092.

431.

685.

381.

001.

0010

0.00

SU

RC

HA

RG

ED

49L-

M-G

TN

-02-

PP

ipe

J-M

-GT

N-0

2-M

HJ-

M-G

TN

-01-

MH

75.0

388

.17

87.8

70.

4000

12.0

000.

0120

4.09

2.44

1.68

5.21

1.00

1.00

246.

00S

UR

CH

AR

GE

D50

L-M

-GT

N-0

3-P

Pip

eJ-

M-G

TN

-03-

MH

J-M

-GT

N-0

2-M

H17

4.55

88.9

288

.22

0.40

0012

.000

0.01

204.

092.

441.

675.

201.

001.

0025

4.00

SU

RC

HA

RG

ED

51L-

M-G

TN

-04-

PP

ipe

J-M

-GT

N-0

4-M

HJ-

M-G

TN

-03-

MH

210.

0989

.81

88.9

70.

4000

12.0

000.

0120

4.09

2.44

1.67

5.20

1.00

1.00

254.

00S

UR

CH

AR

GE

D52

L-M

-GT

N-0

5-P

Pip

eJ-

M-G

TN

-05-

MH

J-M

-GT

N-0

4-M

H11

1.25

90.3

189

.86

0.40

0012

.000

0.01

206.

902.

452.

818.

781.

001.

0038

3.00

SU

RC

HA

RG

ED

53L-

M-G

TN

-06-

PP

ipe

J-M

-GT

N-0

6-M

HJ-

M-G

TN

-05-

MH

225.

1092

.16

90.3

60.

8000

12.0

000.

0120

1.67

3.45

0.48

2.53

1.00

1.00

348.

00S

UR

CH

AR

GE

D54

L-M

-GT

N-0

7-P

Pip

eJ-

M-G

TN

-07-

MH

J-M

-GT

N-0

6-M

H11

8.17

93.1

592

.21

0.80

0012

.000

0.01

201.

673.

440.

494.

051.

001.

0033

9.00

SU

RC

HA

RG

ED

55L-

M-G

TN

-08-

PP

ipe

J-M

-NE

-01-

MH

J-M

-GT

N-0

7-M

H12

1.86

93.4

693

.20

0.21

0012

.000

0.01

201.

711.

780.

962.

941.

001.

0033

2.00

SU

RC

HA

RG

ED

56L-

M-G

TS

-01-

PP

ipe

J-M

-GT

S-0

1-M

HJ-

M-W

PD

-07-

MH

244.

8684

.01

82.7

80.

5000

24.0

000.

0120

23.4

817

.37

1.35

7.47

2.00

1.00

114.

00S

UR

CH

AR

GE

D57

L-M

-GT

S-0

2-P

Pip

eJ-

M-G

TS

-02-

MH

J-M

-GT

S-0

1-M

H84

.75

84.4

984

.09

0.47

0024

.000

0.01

2028

.71

16.8

41.

719.

142.

001.

0011

3.00

SU

RC

HA

RG

ED

Extended Bypass Model - 100-Year Event

Appendix B Page 81 of 157

Page 95: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

men

tE

lem

ent

Fro

mT

o (O

utle

t)Le

ngth

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tO

utle

tA

vera

geD

iam

eter

or

Man

ning

'sP

eak

Des

ign

Flo

wP

eak

Flo

w/

Pea

k F

low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

dID

Typ

e(I

nlet

)N

ode

Inve

rtIn

vert

Slo

peH

eigh

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ough

ness

Flo

wC

apac

ityD

esig

n F

low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

eE

leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

58L-

M-G

TS

-03-

PP

ipe

J-M

-GT

S-0

3-M

HJ-

M-G

TS

-02-

MH

51.8

585

.30

84.9

90.

6000

18.0

000.

0120

11.5

08.

801.

316.

511.

501.

0011

2.00

SU

RC

HA

RG

ED

59L-

M-G

TS

-04-

PP

ipe

J-M

-GT

S-0

4-M

HJ-

M-G

TS

-03-

MH

280.

3287

.54

85.3

00.

8000

18.0

000.

0120

8.18

10.1

70.

804.

861.

501.

0010

8.00

SU

RC

HA

RG

ED

60L-

M-G

TS

-05-

PP

ipe

J-M

-GT

S-0

5-M

HJ-

M-G

TS

-04-

MH

140.

8888

.86

87.5

90.

9000

18.0

000.

0120

7.74

10.8

00.

725.

801.

501.

0010

6.00

SU

RC

HA

RG

ED

61L-

M-G

TS

-06-

PP

ipe

J-M

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S-0

6-M

HJ-

M-G

TS

-05-

MH

47.2

189

.30

88.9

10.

8300

18.0

000.

0120

7.50

10.3

40.

735.

091.

501.

0010

5.00

SU

RC

HA

RG

ED

62L-

M-G

TS

-07-

PP

ipe

J-M

-GT

S-0

7-M

HJ-

M-G

TS

-06-

MH

159.

0190

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89.4

30.

9700

18.0

000.

0120

7.46

11.2

40.

665.

371.

501.

0010

2.00

SU

RC

HA

RG

ED

63L-

M-G

TS

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PP

ipe

J-M

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S-0

8-M

HJ-

M-G

TS

-07-

MH

245.

3991

.76

91.0

30.

3000

18.0

000.

0120

6.49

6.21

1.05

4.15

1.50

1.00

102.

00S

UR

CH

AR

GE

D64

L-M

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S-0

9-P

Pip

eJ-

M-G

TS

-09-

MH

J-M

-GT

S-0

8-M

H73

.73

92.0

391

.81

0.30

0018

.000

0.01

206.

426.

221.

033.

651.

501.

0010

2.00

SU

RC

HA

RG

ED

65L-

M-G

TS

-10-

PP

ipe

J-M

-GT

S-1

0-M

HJ-

M-G

TS

-09-

MH

92.3

592

.36

92.0

80.

3000

18.0

000.

0120

6.42

6.27

1.02

3.63

1.50

1.00

170.

00S

UR

CH

AR

GE

D66

L-M

-GT

S-1

2-P

Pip

eJ-

M-G

TS

-12-

MH

J-M

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S-1

0-M

H19

2.36

93.0

592

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0.33

0018

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0.01

206.

426.

560.

983.

631.

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0029

8.00

SU

RC

HA

RG

ED

67L-

M-G

TS

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PP

ipe

J-M

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S-1

3-M

HJ-

M-G

TS

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MH

81.3

493

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93.1

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3000

18.0

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0120

6.42

6.18

1.04

3.63

1.50

1.00

298.

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UR

CH

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GE

D68

L-M

-GT

S-1

4-P

Pip

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M-N

E-0

1-M

HJ-

M-G

TS

-13-

MH

23.3

193

.46

93.3

90.

3000

18.0

000.

0120

6.42

6.24

1.03

3.63

1.50

1.00

300.

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UR

CH

AR

GE

D69

L-M

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M-M

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MH

J-M

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3-C

B15

5.72

65.3

363

.77

1.00

0024

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0.01

2027

.44

24.5

31.

128.

892.

001.

0038

5.00

SU

RC

HA

RG

ED

70L-

M-M

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PP

ipe

J-M

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5-M

HJ-

M-M

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MH

210.

6866

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65.3

80.

7600

24.0

000.

0120

27.7

521

.36

1.30

8.83

2.00

1.00

341.

00S

UR

CH

AR

GE

D71

L-M

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Pip

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M-M

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MH

J-M

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H83

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67.6

567

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0.76

0024

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0.01

2015

.95

21.4

30.

745.

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0030

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SU

RC

HA

RG

ED

72L-

M-M

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PP

ipe

J-M

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7-M

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M-M

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MH

151.

8868

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67.8

60.

3500

24.0

000.

0120

15.9

514

.48

1.10

5.08

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1.00

248.

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UR

CH

AR

GE

D73

L-M

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M-M

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MH

J-M

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7-M

H10

5.56

68.8

868

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0.42

0024

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0.01

2015

.95

15.8

21.

015.

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0020

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SU

RC

HA

RG

ED

74L-

M-M

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PP

ipe

J-M

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9-M

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M-M

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MH

158.

2069

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68.8

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4700

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000.

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16.2

216

.87

0.96

5.16

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166.

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UR

CH

AR

GE

D75

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MH

J-M

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H83

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69.9

569

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0.36

0024

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0.01

2014

.36

14.7

00.

984.

572.

001.

0014

4.00

SU

RC

HA

RG

ED

76L-

M-M

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PP

ipe

J-M

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1-M

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M-M

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MH

97.0

970

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70.0

40.

3100

24.0

000.

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14.3

613

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1.05

4.57

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1.00

131.

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UR

CH

AR

GE

D77

L-M

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MH

J-M

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H91

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70.8

370

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0.51

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0.01

2014

.36

17.5

20.

824.

572.

001.

0011

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SU

RC

HA

RG

ED

78L-

M-M

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PP

ipe

J-M

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J-M

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2-M

H29

0.47

72.0

470

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0.40

0024

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0.01

2014

.02

15.4

90.

914.

462.

001.

0011

1.00

SU

RC

HA

RG

ED

79L-

M-M

RW

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PP

ipe

J-M

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W-0

1-M

HJ-

M-W

PD

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MH

24.2

010

9.19

109.

030.

6600

18.0

000.

0120

11.2

29.

251.

216.

351.

501.

001.

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UR

CH

AR

GE

D80

L-M

-MR

W-0

2-P

Pip

eJ-

M-M

RW

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MH

J-M

-MR

W-0

1-M

H15

7.90

111.

0310

9.29

1.10

0018

.000

0.01

2018

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11.9

51.

5110

.23

1.50

1.00

96.0

0S

UR

CH

AR

GE

D81

L-M

-MR

W-0

3-P

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eJ-

M-M

RW

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MH

J-M

-MR

W-0

2-M

H18

5.40

112.

7511

1.24

0.81

0018

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0.01

2015

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10.2

71.

518.

761.

501.

0016

2.00

SU

RC

HA

RG

ED

82L-

M-M

RW

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PP

ipe

J-M

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W-0

4-M

HJ-

M-M

RW

-03-

MH

179.

4012

0.68

112.

854.

3600

18.0

000.

0120

15.4

723

.77

0.65

8.76

1.50

1.00

113.

00S

UR

CH

AR

GE

D83

L-M

-MR

W-0

5-P

Pip

eJ-

M-M

RW

-05-

MH

J-M

-MR

W-0

4-M

H21

9.90

122.

3212

0.79

0.70

0018

.000

0.01

2015

.47

9.49

1.63

8.76

1.50

1.00

112.

00S

UR

CH

AR

GE

D84

L-M

-MR

W-0

6A-P

Pip

eJ-

M-M

RW

-06A

-MH

J-M

-MR

W-0

5-M

H21

9.20

123.

9912

2.41

0.72

0018

.000

0.01

2015

.47

9.66

1.60

8.76

1.50

1.00

189.

00S

UR

CH

AR

GE

D85

L-M

-MR

W-0

7-P

Pip

eJ-

M-M

RW

-07-

MH

J-M

-MR

W-0

6B-M

H20

8.61

124.

6912

4.07

0.30

0024

.000

0.01

2014

.98

13.3

61.

124.

772.

001.

0012

33.0

0S

UR

CH

AR

GE

D86

L-M

-MR

W-0

8-P

Pip

eJ-

M-M

RW

-08-

MH

J-M

-MR

W-0

7-M

H21

2.40

125.

3812

4.75

0.30

0024

.000

0.01

209.

7413

.35

0.73

3.10

2.00

1.00

1201

.00

SU

RC

HA

RG

ED

87L-

M-M

RW

-09-

PP

ipe

J-M

-MR

W-0

9-M

HJ-

M-M

RW

-08-

MH

190.

5012

5.99

125.

380.

3200

24.0

000.

0120

9.51

13.8

70.

693.

032.

001.

0011

79.0

0S

UR

CH

AR

GE

D88

L-M

-MR

W-1

0-P

Pip

eJ-

M-M

RW

-10-

MH

J-M

-MR

W-0

9-M

H19

0.50

126.

5912

5.98

0.32

0024

.000

0.01

209.

4313

.87

0.68

3.00

2.00

1.00

1159

.00

SU

RC

HA

RG

ED

89L-

M-M

RW

-11-

PP

ipe

J-M

-MR

W-1

1-M

HJ-

M-M

RW

-10-

MH

210.

0012

7.34

126.

640.

3300

24.0

000.

0120

9.05

14.1

50.

642.

882.

001.

0011

17.0

0S

UR

CH

AR

GE

D90

L-M

-MR

W-1

2-P

Pip

eJ-

M-M

RW

-12-

MH

J-M

-MR

W-1

1-M

H29

8.70

128.

2212

7.39

0.28

0024

.000

0.01

207.

2412

.92

0.56

2.30

2.00

1.00

1011

.00

SU

RC

HA

RG

ED

91L-

M-M

RW

-13-

PP

ipe

J-M

-MR

W-1

3-M

HJ-

M-M

RW

-12-

MH

143.

6012

8.70

128.

240.

3200

18.0

000.

0120

7.35

6.44

1.14

4.16

1.50

1.00

1015

.00

SU

RC

HA

RG

ED

92L-

M-M

RW

-14-

PP

ipe

J-M

-MR

W-1

4-M

HJ-

M-M

RW

-13-

MH

80.6

012

8.98

128.

740.

3000

18.0

000.

0120

7.35

6.21

1.18

4.16

1.50

1.00

974.

00S

UR

CH

AR

GE

D93

L-M

-MR

W-1

5-P

Pip

eJ-

M-M

RW

-15-

MH

J-M

-MR

W-1

4-M

H15

9.20

129.

5112

9.04

0.30

0018

.000

0.01

206.

856.

181.

113.

881.

501.

0048

1.00

SU

RC

HA

RG

ED

94L-

M-M

RW

-16-

PP

ipe

J-M

-MR

W-1

6-M

HJ-

M-M

RW

-15-

MH

179.

8013

0.08

129.

560.

2900

18.0

000.

0120

6.86

6.12

1.12

3.88

1.50

1.00

437.

00S

UR

CH

AR

GE

D95

L-M

-MR

W-1

7-P

Pip

eJ-

M-M

RW

-17-

MH

J-M

-MR

W-1

6-M

H19

0.00

130.

7313

0.14

0.31

0018

.000

0.01

206.

866.

341.

083.

881.

501.

0041

6.00

SU

RC

HA

RG

ED

96L-

M-M

RW

-18-

PP

ipe

J-M

-MR

W-1

8-C

BJ-

M-M

RW

-17-

MH

62.0

013

0.93

130.

760.

2700

12.0

000.

0120

6.59

2.02

3.26

8.40

1.00

1.00

431.

00S

UR

CH

AR

GE

D97

L-M

-MR

W-1

9-P

Pip

eS

T-M

-MR

W-1

9-P

DJ-

M-M

RW

-18-

CB

29.8

013

1.08

131.

010.

2300

12.0

000.

0120

4.46

1.87

2.39

5.68

1.00

1.00

433.

00S

UR

CH

AR

GE

D98

L-M

-MR

W-2

1-P

Pip

eJ-

M-M

RW

-21-

MH

J-M

-MR

W-2

0-C

B20

4.87

168.

9413

2.83

17.6

300

12.0

000.

0240

5.32

8.10

0.66

7.95

0.80

0.80

0.00

Cal

cula

ted

99L-

M-M

RW

-22-

PP

ipe

J-M

-MR

W-2

2-C

BJ-

M-M

RW

-21-

MH

62.5

917

0.92

169.

043.

0000

12.0

000.

0240

5.32

3.34

1.59

6.86

0.96

0.96

0.00

> C

AP

AC

ITY

100

L-M

-NE

-01-

PP

ipe

J-M

-NE

-02-

MH

J-M

-NE

-01-

MH

148.

0094

.87

93.5

90.

8600

12.0

000.

0120

5.39

3.59

1.50

6.87

1.00

1.00

321.

00S

UR

CH

AR

GE

D10

1L-

M-N

E-0

2-P

Pip

eJ-

M-N

E-0

3-C

BJ-

M-N

E-0

2-M

H13

5.00

95.7

594

.92

0.61

0012

.000

0.01

205.

393.

031.

786.

871.

001.

0037

1.00

SU

RC

HA

RG

ED

102

L-M

-NE

-03-

PP

ipe

J-M

-NE

-04-

MH

J-M

-NE

-03-

CB

13.0

795

.92

95.8

50.

5400

12.0

000.

0120

3.24

2.82

1.15

4.12

1.00

1.00

386.

00S

UR

CH

AR

GE

D10

3L-

M-N

E-0

4-P

Pip

eJ-

M-N

E-0

5-M

HJ-

M-N

E-0

4-M

H12

8.47

96.8

096

.02

0.61

0012

.000

0.01

203.

223.

011.

074.

091.

001.

0037

5.00

SU

RC

HA

RG

ED

104

L-M

-NE

-05-

PP

ipe

J-M

-NE

-06-

MH

J-M

-NE

-05-

MH

160.

1898

.53

96.9

01.

0200

12.0

000.

0120

3.47

3.89

0.89

4.51

1.00

1.00

355.

00S

UR

CH

AR

GE

D10

5L-

M-N

E-0

6-P

Pip

eJ-

M-N

E-0

7-M

HJ-

M-N

E-0

6-M

H10

9.25

99.7

398

.62

1.02

0012

.000

0.01

203.

513.

890.

904.

861.

001.

0034

6.00

SU

RC

HA

RG

ED

106

L-M

-NE

-07-

PP

ipe

J-M

-NE

-08-

MH

J-M

-NE

-07-

MH

105.

8410

0.94

99.8

21.

0600

12.0

000.

0120

3.62

3.97

0.91

5.00

1.00

1.00

337.

00S

UR

CH

AR

GE

D10

7L-

M-N

E-0

8-P

Pip

eJ-

M-N

E-0

9-M

HJ-

M-N

E-0

8-M

H10

6.34

102.

0810

1.04

0.98

0012

.000

0.01

203.

763.

820.

984.

891.

001.

0028

9.00

SU

RC

HA

RG

ED

108

L-M

-NE

-09-

PP

ipe

J-M

-NE

-10-

MH

J-M

-NE

-09-

MH

66.7

110

2.78

102.

180.

9000

12.0

000.

0120

3.93

3.66

1.07

5.01

1.00

1.00

236.

00S

UR

CH

AR

GE

D10

9L-

M-N

E-1

0-P

Pip

eJ-

M-N

E-1

1-M

HJ-

M-N

E-1

0-M

H71

.90

103.

3410

2.88

0.64

0012

.000

0.01

204.

183.

091.

365.

331.

001.

0022

2.00

SU

RC

HA

RG

ED

110

L-M

-NE

-11-

PP

ipe

J-M

-NE

-12-

MH

J-M

-NE

-11-

MH

33.0

010

3.91

103.

431.

4500

12.0

000.

0120

2.88

4.65

0.62

3.67

1.00

1.00

211.

00S

UR

CH

AR

GE

D11

1L-

M-N

E-1

2-P

Pip

eJ-

M-N

E-1

3-M

HJ-

M-N

E-1

2-M

H26

3.07

107.

6910

4.01

1.40

0012

.000

0.01

205.

174.

571.

136.

581.

001.

0017

0.00

SU

RC

HA

RG

ED

112

L-M

-NE

-13-

PP

ipe

J-M

-NE

-14-

MH

J-M

-NE

-13-

MH

216.

3611

0.78

107.

751.

4000

12.0

000.

0120

3.39

4.57

0.74

4.32

1.00

1.00

151.

00S

UR

CH

AR

GE

D11

3L-

M-N

E-1

4-P

Pip

eJ-

M-N

E-1

5-M

HJ-

M-N

E-1

4-M

H99

.40

112.

2711

0.88

1.40

0012

.000

0.01

203.

994.

560.

875.

161.

001.

0014

7.00

SU

RC

HA

RG

ED

114

L-M

-NE

-15-

PP

ipe

J-M

-NE

-16-

MH

J-M

-NE

-15-

MH

140.

4211

4.34

112.

371.

4000

12.0

000.

0120

4.11

4.57

0.90

5.45

1.00

1.00

76.0

0S

UR

CH

AR

GE

D

Extended Bypass Model - 100-Year Event

Appendix B Page 82 of 157

Page 96: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

men

tE

lem

ent

Fro

mT

o (O

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t)Le

ngth

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vera

geD

iam

eter

or

Man

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Des

ign

Flo

wP

eak

Flo

w/

Pea

k F

low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

dID

Typ

e(I

nlet

)N

ode

Inve

rtIn

vert

Slo

peH

eigh

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ough

ness

Flo

wC

apac

ityD

esig

n F

low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

eE

leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

115

L-M

-NE

-16-

PP

ipe

J-M

-NE

-17-

MH

J-M

-NE

-16-

MH

107.

9811

5.95

114.

441.

4000

12.0

000.

0120

4.52

4.56

0.99

5.75

1.00

1.00

53.0

0S

UR

CH

AR

GE

D11

6L-

M-N

E-1

7-P

Pip

eJ-

M-N

E-1

8-M

HJ-

M-N

E-1

7-M

H10

5.84

117.

5311

6.05

1.40

0012

.000

0.01

204.

824.

561.

066.

141.

001.

0047

.00

SU

RC

HA

RG

ED

117

L-M

-NE

-18-

PP

ipe

J-M

-NE

-19-

MH

J-M

-NE

-18-

MH

145.

4211

8.80

117.

630.

8000

12.0

000.

0120

5.37

3.46

1.55

6.84

1.00

1.00

44.0

0S

UR

CH

AR

GE

D11

8L-

M-N

E-1

9-P

Pip

eJ-

M-N

E-2

0-C

BJ-

M-N

E-1

9-M

H13

.07

118.

9611

8.90

0.46

0012

.000

0.01

201.

872.

620.

712.

381.

001.

0045

.00

SU

RC

HA

RG

ED

119

L-M

-NE

-20-

PP

ipe

J-M

-NE

-21-

MH

J-M

-NE

-20-

CB

119.

5911

9.66

119.

060.

5000

12.0

000.

0120

3.74

2.73

1.37

4.77

1.00

1.00

40.0

0S

UR

CH

AR

GE

D12

0L-

M-N

E-2

1-P

Pip

eJ-

M-N

E-2

2-M

HJ-

M-N

E-2

1-M

H11

2.30

120.

3211

9.76

0.50

0012

.000

0.01

203.

742.

731.

374.

771.

001.

0036

.00

SU

RC

HA

RG

ED

121

L-M

-NE

-22-

PP

ipe

J-M

-NE

-23-

CB

J-M

-NE

-22-

MH

246.

0012

1.65

120.

420.

5000

12.0

000.

0120

3.74

2.73

1.37

4.77

1.00

1.00

31.0

0S

UR

CH

AR

GE

D12

2L-

M-W

G-0

1-P

Pip

eJ-

M-W

G-0

1-M

HJ-

M-M

RW

-02-

MH

27.5

211

1.40

111.

260.

5100

12.0

000.

0120

2.01

2.75

0.73

2.56

1.00

1.00

227.

00S

UR

CH

AR

GE

D12

3L-

M-W

G-0

2-P

Pip

eJ-

M-W

G-0

2-M

HJ-

M-W

G-0

1-M

H36

.55

111.

6711

1.49

0.49

0012

.000

0.01

203.

662.

711.

354.

661.

001.

0019

0.00

SU

RC

HA

RG

ED

124

L-M

-WG

-03-

PP

ipe

J-M

-WG

-03-

MH

J-M

-WG

-02-

MH

143.

5411

4.19

111.

771.

6900

12.0

000.

0120

4.87

5.01

0.97

6.20

1.00

1.00

117.

00S

UR

CH

AR

GE

D12

5L-

M-W

G-0

4-P

Pip

eJ-

M-W

G-0

4-M

HJ-

M-W

G-0

3-M

H17

5.82

117.

4211

4.29

1.78

0012

.000

0.01

205.

125.

150.

996.

521.

001.

0039

.00

SU

RC

HA

RG

ED

126

L-M

-WP

D-0

1-P

Pip

eJ-

M-W

PD

-02-

MH

J-M

-EB

-15

111.

3577

.53

76.5

30.

9000

24.0

000.

0120

24.7

023

.22

1.06

7.86

2.00

1.00

105.

00S

UR

CH

AR

GE

D12

7L-

M-W

PD

-02-

PP

ipe

J-M

-WP

D-0

3-M

HJ-

M-W

PD

-02-

MH

215.

3078

.64

77.5

70.

5000

24.0

000.

0120

25.7

617

.28

1.49

8.20

2.00

1.00

111.

00S

UR

CH

AR

GE

D12

8L-

M-W

PD

-03-

PP

ipe

J-M

-WP

D-0

4-M

HJ-

M-W

PD

-03-

MH

106.

1379

.24

78.7

20.

4900

24.0

000.

0120

17.5

817

.15

1.02

5.60

2.00

1.00

117.

00S

UR

CH

AR

GE

D12

9L-

M-W

PD

-04-

PP

ipe

J-M

-WP

D-0

5-M

HJ-

M-W

PD

-04-

MH

172.

4480

.17

79.2

80.

5200

24.0

000.

0120

18.5

617

.61

1.05

5.91

2.00

1.00

122.

00S

UR

CH

AR

GE

D13

0L-

M-W

PD

-05-

PP

ipe

J-M

-WP

D-0

6-M

HJ-

M-W

PD

-05-

MH

173.

0581

.07

80.2

70.

4600

24.0

000.

0120

21.2

716

.66

1.28

6.77

2.00

1.00

120.

00S

UR

CH

AR

GE

D13

1L-

M-W

PD

-06-

PP

ipe

J-M

-WP

D-0

7-M

HJ-

M-W

PD

-06-

MH

155.

6081

.87

81.1

10.

4900

24.0

000.

0120

22.1

917

.13

1.30

7.06

2.00

1.00

199.

00S

UR

CH

AR

GE

D13

2L-

M-W

PD

-07-

PP

ipe

J-M

-WP

D-0

8-M

HJ-

M-W

PD

-07-

MH

151.

7384

.03

82.1

91.

2100

24.0

000.

0120

21.1

626

.99

0.78

6.74

2.00

1.00

115.

00S

UR

CH

AR

GE

D13

3L-

M-W

PD

-08-

PP

ipe

J-M

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9-M

HJ-

M-W

PD

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MH

173.

8586

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84.0

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3900

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000.

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21.7

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0.75

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00S

UR

CH

AR

GE

D13

4L-

M-W

PD

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PP

ipe

J-M

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M-W

PD

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MH

114.

4492

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90.0

61.

9800

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000.

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13.1

116

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0.82

8.12

1.50

1.00

49.0

0S

UR

CH

AR

GE

D13

5L-

M-W

PD

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PP

ipe

J-M

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1-M

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M-W

PD

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MH

143.

3295

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92.3

71.

9900

18.0

000.

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13.2

416

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0.83

7.98

1.50

1.00

44.0

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UR

CH

AR

GE

D13

6L-

M-W

PD

-11-

PP

ipe

J-M

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D-1

2-M

HJ-

M-W

PD

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MH

253.

0610

0.36

95.2

92.

0000

18.0

000.

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13.8

816

.11

0.86

8.90

1.50

1.00

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D13

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PD

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MH

195.

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100.

441.

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14.3

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0.90

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30.0

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PD

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PP

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MH

223.

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104.

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0.92

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115.

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251.

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Cal

cula

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141

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Pip

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PD

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MH

J-M

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H14

3.28

119.

2611

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1.96

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0.01

2012

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778.

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alcu

late

d14

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PP

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J-M

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PD

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MH

153.

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311.

9300

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000.

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12.2

515

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0.77

8.33

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0.78

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Cal

cula

ted

143

L-M

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D-1

8-P

Pip

eJ-

M-W

PD

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CB

J-M

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D-1

8-M

H26

1.40

129.

0412

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2.54

0018

.000

0.01

2012

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20.

689.

551.

000.

680.

00C

alcu

late

d14

4L-

M-W

PD

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PP

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J-M

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D-2

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PD

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98.0

413

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129.

580.

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000.

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12.2

57.

881.

557.

101.

400.

940.

00>

CA

PA

CIT

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5L-

M-W

PD

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PP

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J-M

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67.1

513

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51.

966.

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931.

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0024

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SU

RC

HA

RG

ED

146

L-M

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1-P

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J-M

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D-2

1-M

H14

3.68

131.

0513

0.45

0.42

0018

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0.01

2012

.25

7.35

1.67

6.93

1.50

1.00

28.0

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UR

CH

AR

GE

D14

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M-W

PD

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PP

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70.3

913

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131.

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3700

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000.

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8.99

6.92

1.30

5.09

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1.00

29.0

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UR

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AR

GE

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PP

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139.

6313

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0.02

408.

6713

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0.62

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0.79

0.00

Cal

cula

ted

149

L-M

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D-2

5-P

Pip

eJ-

M-W

PD

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CB

J-M

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D-2

5-O

173.

4815

4.26

153.

390.

5000

12.0

000.

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3.27

1.37

2.40

4.79

0.83

0.83

0.00

> C

AP

AC

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150

L-M

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1-C

Cha

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J-M

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HO

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21.0

016

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16.6

700

24.0

000.

0800

40.1

926

0.13

0.15

5.35

0.74

0.37

0.00

151

L-M

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W-2

0-D

Cha

nnel

J-M

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BS

T-M

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137.

0013

6.00

6.67

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0.03

205.

3222

5.04

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2.60

0.10

0.10

0.00

152

L-M

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D-2

4-C

Cha

nnel

J-M

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D-2

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326.

7915

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3.32

11.8

90.

285.

610.

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750.

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3L-

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BN

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MH

J-M

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D-0

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90.5

989

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1.84

007.

440

0.03

2012

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164.

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640.

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420.

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8.55

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440

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2011

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179.

540.

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1.09

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440

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2012

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126.

620.

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410.

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440

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2013

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120.

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8L-

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J-M

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200.

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5.96

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159

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210.

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500

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L-O

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440

0.03

208.

8311

7.44

0.08

1.69

0.42

0.69

0.00

Extended Bypass Model - 100-Year Event

Appendix B Page 83 of 157

Page 97: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

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Ele

men

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Rep

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Dep

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epth

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tion

Ele

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Tot

al D

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Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

172

L-O

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CC

hann

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M-N

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173

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CC

hann

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9.25

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3610

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440

0.03

208.

0812

4.69

0.06

2.67

0.22

0.36

0.00

174

L-O

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CC

hann

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M-N

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8-M

HJ-

M-N

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5.84

106.

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440

0.03

208.

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2.68

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175

L-O

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CC

hann

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9-M

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440

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208.

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2.69

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176

L-O

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CC

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440

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208.

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2.80

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0.00

177

L-O

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CC

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440

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208.

4912

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2.73

0.22

0.36

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178

L-O

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CC

hann

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0.40

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179

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CC

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HJ-

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440

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207.

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0.69

0.41

0.67

0.00

180

L-O

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CC

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117.

8611

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440

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207.

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2.78

0.18

0.33

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181

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CC

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HJ-

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119.

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440

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207.

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3.36

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2.77

0.17

0.33

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182

L-O

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CC

hann

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7-M

HJ-

M-N

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121.

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440

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207.

4613

4.35

0.06

2.81

0.20

0.33

0.00

183

L-O

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CC

hann

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8-M

HJ-

M-N

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9812

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440

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207.

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1.23

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2.79

0.21

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184

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CC

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440

0.03

207.

8713

8.31

0.06

2.91

0.21

0.34

0.00

185

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CC

hann

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B18

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125.

1412

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440

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303.

9328

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0.31

0.24

0.39

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186

L-O

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CC

hann

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HJ-

M-M

RW

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MH

27.5

211

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116.

450.

3600

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126.

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3.99

31.5

3

Extended Bypass Model - 100-Year Event

Appendix B Page 84 of 157

Page 98: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)1 J-L-WPD-01-CB 77.99 83.28 5.29 77.99 0.00 83.28 0.00 0.00 0.002 J-M-B-02-MH 18.14 23.00 4.86 18.14 0.00 23.00 0.00 0.00 0.003 J-M-B-03-D 19.58 124.25 104.67 19.58 0.00 124.25 0.00 0.00 0.004 J-M-B-04-D 33.12 121.62 88.50 33.12 0.00 121.62 0.00 0.00 0.005 J-M-B-05-D 45.37 119.53 74.16 45.37 0.00 119.53 0.00 0.00 0.006 J-M-B-06-MH 58.29 72.00 13.71 58.29 0.00 74.00 2.00 0.00 0.007 J-M-BBC-04-CB 84.70 90.22 5.52 84.70 0.00 90.22 0.00 11497.00 0.008 J-M-BBN-01-MH 83.24 91.21 7.97 83.24 0.00 91.21 0.00 0.00 0.009 J-M-BBN-02-MH 86.01 94.48 8.47 86.01 0.00 94.48 0.00 0.00 0.00

10 J-M-BBN-03-MH 87.02 96.59 9.57 87.02 0.00 96.59 0.00 0.00 0.0011 J-M-BBN-04-MH 87.55 97.48 9.93 87.55 0.00 97.48 0.00 0.00 0.0012 J-M-BBN-05-MH 88.82 99.87 11.05 88.82 0.00 99.87 0.00 0.00 0.0013 J-M-EB-01 59.90 72.00 12.10 59.90 0.00 72.00 0.00 0.00 0.0014 J-M-EB-02 60.60 73.50 12.90 60.60 0.00 73.50 0.00 0.00 0.0015 J-M-EB-03 62.05 77.00 14.95 62.05 0.00 77.00 0.00 0.00 0.0016 J-M-EB-04 63.57 80.00 16.43 63.57 0.00 80.00 0.00 0.00 0.0017 J-M-EB-05 64.86 83.50 18.64 64.86 0.00 83.50 0.00 0.00 0.0018 J-M-EB-06 66.10 86.00 19.90 66.10 0.00 86.00 0.00 0.00 0.0019 J-M-EB-07 67.28 84.00 16.72 67.28 0.00 84.00 0.00 0.00 0.0020 J-M-EB-08 68.47 81.00 12.53 68.47 0.00 81.00 0.00 0.00 0.0021 J-M-EB-09 69.10 80.00 10.90 69.10 0.00 80.00 0.00 0.00 0.0022 J-M-EB-10 69.83 79.00 9.17 69.83 0.00 79.00 0.00 0.00 0.0023 J-M-EB-11 70.44 80.00 9.56 70.44 0.00 80.00 0.00 0.00 0.0024 J-M-EB-12 71.81 82.50 10.69 71.81 0.00 82.50 0.00 0.00 0.0025 J-M-EB-13 73.03 84.00 10.97 73.03 0.00 84.00 0.00 0.00 0.0026 J-M-EB-14 73.64 84.50 10.86 73.64 0.00 84.50 0.00 0.00 0.0027 J-M-EB-15 74.37 84.41 10.04 74.37 0.00 84.41 0.00 0.00 0.0028 J-M-EB-16 76.60 84.00 7.40 76.60 0.00 84.00 0.00 0.00 0.0029 J-M-EB-17 77.40 85.95 8.55 77.40 0.00 85.95 0.00 0.00 0.0030 J-M-EB-18 78.94 88.05 9.11 78.94 0.00 88.05 0.00 0.00 0.0031 J-M-EB-19 80.01 90.36 10.35 80.01 0.00 90.36 0.00 0.00 0.0032 J-M-EB-20 82.09 91.79 9.70 82.09 0.00 91.79 0.00 0.00 0.0033 J-M-EB-21 82.68 94.05 11.37 82.68 0.00 94.05 0.00 0.00 0.0034 J-M-EB-22 84.59 96.08 11.49 84.59 0.00 96.08 0.00 0.00 0.0035 J-M-EB-23 86.40 97.41 11.01 86.40 0.00 97.41 0.00 0.00 0.0036 J-M-EB-24 92.17 100.71 8.54 92.17 0.00 100.71 0.00 10.00 0.0037 J-M-EB-25 97.85 106.05 8.20 97.85 0.00 106.05 0.00 10.00 0.0038 J-M-EB-26 103.52 111.51 7.99 103.52 0.00 111.51 0.00 0.00 0.0039 J-M-F-01-MH 68.27 74.57 6.30 68.27 0.00 74.57 0.00 0.00 0.0040 J-M-F-02-CB 68.67 74.98 6.31 68.67 0.00 74.98 0.00 0.00 0.0041 J-M-F-03-MH 68.92 75.02 6.10 68.92 0.00 75.02 0.00 0.00 0.0042 J-M-F-04-MH 69.48 75.35 5.87 69.48 0.00 75.35 0.00 0.00 0.0043 J-M-GTN-01-MH 87.82 97.29 9.47 87.82 0.00 97.29 0.00 0.00 0.0044 J-M-GTN-02-MH 88.17 98.09 9.92 88.17 0.00 98.09 0.00 0.00 0.0045 J-M-GTN-03-MH 88.92 97.86 8.94 88.92 0.00 97.86 0.00 10.00 0.0046 J-M-GTN-04-MH 89.81 96.28 6.47 89.81 0.00 96.28 0.00 4297.00 0.0047 J-M-GTN-05-MH 90.31 95.53 5.22 90.31 0.00 95.53 0.00 17562.00 0.0048 J-M-GTN-06-MH 92.16 97.24 5.08 92.16 0.00 97.24 0.00 10.00 0.0049 J-M-GTN-07-MH 93.15 98.46 5.31 93.15 0.00 98.46 0.00 0.00 0.0050 J-M-GTS-01-MH 84.01 92.49 8.48 84.01 0.00 92.49 0.00 9061.00 0.0051 J-M-GTS-02-MH 84.49 91.89 7.40 84.49 0.00 91.89 0.00 11513.00 0.0052 J-M-GTS-03-MH 85.25 92.15 6.90 85.25 0.00 92.15 0.00 12404.00 0.0053 J-M-GTS-04-MH 87.54 94.49 6.95 87.54 0.00 94.49 0.00 10.00 0.0054 J-M-GTS-05-MH 88.86 95.92 7.06 88.86 0.00 95.92 0.00 10.00 0.0055 J-M-GTS-06-MH 89.30 96.48 7.18 89.30 0.00 96.48 0.00 10.00 0.0056 J-M-GTS-07-MH 90.98 98.10 7.12 90.98 0.00 98.10 0.00 10.00 0.0057 J-M-GTS-08-MH 91.76 100.61 8.85 91.76 0.00 100.61 0.00 0.00 0.0058 J-M-GTS-09-MH 92.03 101.38 9.35 92.03 0.00 101.38 0.00 0.00 0.0059 J-M-GTS-10-MH 92.36 102.32 9.96 92.36 0.00 102.32 0.00 0.00 0.0060 J-M-GTS-12-MH 93.05 101.43 8.38 93.05 0.00 101.43 0.00 0.00 0.0061 J-M-GTS-13-MH 93.34 100.14 6.80 93.34 0.00 100.14 0.00 0.00 0.0062 J-M-M-03-CB 63.72 70.75 7.03 63.72 0.00 70.75 0.00 10000.00 0.0063 J-M-M-04-MH 65.33 72.18 6.85 65.33 0.00 72.18 0.00 0.00 0.0064 J-M-M-05-MH 66.98 74.59 7.61 66.98 0.00 74.59 0.00 0.00 0.0065 J-M-M-06-MH 67.65 75.24 7.59 67.65 0.00 75.24 0.00 0.00 0.0066 J-M-M-07-MH 68.39 76.87 8.48 68.39 0.00 76.87 0.00 0.00 0.0067 J-M-M-08-MH 68.81 77.97 9.16 68.81 0.00 77.97 0.00 0.00 0.0068 J-M-M-09-MH 69.56 79.62 10.06 69.56 0.00 79.62 0.00 0.00 0.0069 J-M-M-10-MH 69.95 80.52 10.57 69.95 0.00 80.52 0.00 0.00 0.0070 J-M-M-11-MH 70.34 81.51 11.17 70.34 0.00 81.51 0.00 0.00 0.0071 J-M-M-12-MH 70.83 83.82 12.99 70.83 0.00 83.82 0.00 0.00 0.0072 J-M-MRW-01-MH 109.03 115.61 6.58 109.03 0.00 115.61 0.00 0.00 0.0073 J-M-MRW-02-MH 111.03 117.07 6.04 111.03 0.00 117.07 0.00 0.00 0.0074 J-M-MRW-03-MH 112.75 128.03 15.28 112.75 0.00 128.03 0.00 0.00 0.0075 J-M-MRW-04-MH 120.68 136.83 16.15 120.68 0.00 136.83 0.00 0.00 0.0076 J-M-MRW-05-MH 122.32 140.48 18.16 122.32 0.00 140.48 0.00 0.00 0.0077 J-M-MRW-06A-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0078 J-M-MRW-06B-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0079 J-M-MRW-07-MH 124.69 135.14 10.45 124.69 0.00 135.14 0.00 5755.00 0.0080 J-M-MRW-08-MH 125.38 137.16 11.78 125.38 0.00 137.16 0.00 10.00 0.0081 J-M-MRW-09-MH 125.98 139.48 13.50 125.98 0.00 139.48 0.00 10.00 0.0082 J-M-MRW-10-MH 126.59 138.92 12.33 126.59 0.00 138.92 0.00 10.00 0.00

Extended Bypass Model - 100-Year Event

Appendix B Page 85 of 157

Page 99: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)83 J-M-MRW-11-MH 127.34 136.88 9.54 127.34 0.00 136.88 0.00 4669.00 0.0084 J-M-MRW-12-MH 128.22 140.97 12.75 128.22 0.00 140.97 0.00 10.00 0.0085 J-M-MRW-13-MH 128.70 139.79 11.09 128.70 0.00 139.79 0.00 10.00 0.0086 J-M-MRW-14-MH 128.98 139.18 10.20 128.98 0.00 139.18 0.00 10.00 0.0087 J-M-MRW-15-MH 129.51 137.85 8.34 129.51 0.00 137.85 0.00 10.00 0.0088 J-M-MRW-16-MH 130.08 136.70 6.62 130.08 0.00 136.70 0.00 10.00 0.0089 J-M-MRW-17-MH 130.73 135.54 4.81 130.73 0.00 135.54 0.00 4746.00 0.0090 J-M-MRW-18-CB 130.93 135.35 4.42 130.93 0.00 135.35 0.00 6002.00 0.0091 J-M-MRW-20-CB 132.83 138.00 5.17 132.83 0.00 138.00 0.00 0.00 0.0092 J-M-MRW-21-MH 168.94 175.34 6.40 168.94 0.00 175.34 0.00 0.00 0.0093 J-M-MRW-22-CB 170.92 175.13 4.21 170.92 0.00 175.13 0.00 4403.00 0.0094 J-M-NE-01-MH 93.46 99.72 6.26 93.46 0.00 99.72 0.00 0.00 0.0095 J-M-NE-02-MH 94.87 101.00 6.13 94.87 0.00 101.00 0.00 0.00 0.0096 J-M-NE-03-CB 95.75 101.72 5.97 95.75 0.00 101.72 0.00 8534.00 0.0097 J-M-NE-04-MH 95.92 102.04 6.12 95.92 0.00 102.04 0.00 8112.00 0.0098 J-M-NE-05-MH 96.80 103.25 6.45 96.80 0.00 103.25 0.00 0.00 0.0099 J-M-NE-06-MH 98.53 104.82 6.29 98.53 0.00 104.82 0.00 0.00 0.00

100 J-M-NE-07-MH 99.73 105.98 6.25 99.73 0.00 105.98 0.00 0.00 0.00101 J-M-NE-08-MH 100.94 107.07 6.13 100.94 0.00 107.07 0.00 0.00 0.00102 J-M-NE-09-MH 102.08 108.17 6.09 102.08 0.00 108.17 0.00 0.00 0.00103 J-M-NE-10-MH 102.78 108.95 6.17 102.78 0.00 108.95 0.00 0.00 0.00104 J-M-NE-11-MH 103.34 109.71 6.37 103.34 0.00 109.71 0.00 0.00 0.00105 J-M-NE-12-MH 103.91 110.11 6.20 103.91 0.00 110.11 0.00 0.00 0.00106 J-M-NE-13-MH 107.69 114.29 6.60 107.69 0.00 114.29 0.00 14431.00 0.00107 J-M-NE-14-MH 110.78 117.06 6.28 110.78 0.00 117.06 0.00 0.00 0.00108 J-M-NE-15-MH 112.27 118.48 6.21 112.27 0.00 118.48 0.00 0.00 0.00109 J-M-NE-16-MH 114.34 120.49 6.15 114.34 0.00 120.49 0.00 0.00 0.00110 J-M-NE-17-MH 115.95 122.06 6.11 115.95 0.00 122.06 0.00 0.00 0.00111 J-M-NE-18-MH 117.53 123.60 6.07 117.53 0.00 123.60 0.00 0.00 0.00112 J-M-NE-19-MH 118.80 125.76 6.96 118.80 0.00 125.76 0.00 0.00 0.00113 J-M-NE-20-CB 118.96 125.70 6.74 118.96 0.00 125.70 0.00 0.00 0.00114 J-M-NE-21-MH 119.66 127.00 7.34 119.66 0.00 127.00 0.00 10.00 0.00115 J-M-NE-22-MH 120.32 131.20 10.88 120.32 0.00 131.20 0.00 10.00 0.00116 J-M-NE-23-CB 118.22 129.00 10.78 118.22 0.00 129.00 0.00 170.00 0.00117 J-M-WG-01-MH 111.40 117.27 5.87 111.40 0.00 117.27 0.00 0.00 0.00118 J-M-WG-02-MH 111.67 117.96 6.29 111.67 0.00 117.96 0.00 0.00 0.00119 J-M-WG-03-MH 114.19 120.85 6.66 114.19 0.00 120.85 0.00 0.00 0.00120 J-M-WG-04-MH 117.42 124.43 7.01 117.42 0.00 124.43 0.00 0.00 0.00121 J-M-WPD-02-MH 77.53 85.53 8.00 77.53 0.00 85.53 0.00 0.00 0.00122 J-M-WPD-03-MH 78.64 87.80 9.16 78.64 0.00 87.80 0.00 0.00 0.00123 J-M-WPD-04-MH 79.24 88.89 9.65 79.24 0.00 88.89 0.00 0.00 0.00124 J-M-WPD-05-MH 80.17 90.36 10.19 80.17 0.00 90.36 0.00 0.00 0.00125 J-M-WPD-06-MH 81.07 92.44 11.37 81.07 0.00 92.44 0.00 0.00 0.00126 J-M-WPD-07-MH 81.87 94.05 12.18 81.87 0.00 94.05 0.00 0.00 0.00127 J-M-WPD-08-MH 84.03 95.61 11.58 84.03 0.00 95.61 0.00 0.00 0.00128 J-M-WPD-09-MH 86.50 97.41 10.91 86.50 0.00 97.41 0.00 0.00 0.00129 J-M-WPD-10-MH 92.33 99.29 6.96 92.33 0.00 99.29 0.00 0.00 0.00130 J-M-WPD-11-MH 95.22 102.23 7.01 95.22 0.00 102.23 0.00 0.00 0.00131 J-M-WPD-12-MH 100.36 107.42 7.06 100.36 0.00 107.42 0.00 0.00 0.00132 J-M-WPD-13-MH 104.33 111.41 7.08 104.33 0.00 111.41 0.00 0.00 0.00133 J-M-WPD-14-MH 108.84 115.97 7.13 108.84 0.00 115.97 0.00 0.00 0.00134 J-M-WPD-15-MH 111.25 118.16 6.91 111.25 0.00 118.16 0.00 0.00 0.00135 J-M-WPD-16-MH 116.36 122.51 6.15 116.36 0.00 122.51 0.00 0.00 0.00136 J-M-WPD-17-MH 119.26 125.44 6.18 119.26 0.00 125.44 0.00 0.00 0.00137 J-M-WPD-18-MH 122.28 128.52 6.24 122.28 0.00 128.52 0.00 0.00 0.00138 J-M-WPD-19-CB 129.04 134.11 5.07 129.04 0.00 134.11 0.00 0.00 0.00139 J-M-WPD-20-CB 130.05 135.61 5.56 130.05 0.00 135.61 0.00 0.00 0.00140 J-M-WPD-21-MH 130.09 137.19 7.10 130.09 0.00 137.19 0.00 0.00 0.00141 J-M-WPD-22-CB 131.05 136.11 5.06 131.05 0.00 136.11 0.00 200.00 0.00142 J-M-WPD-23-CB 131.40 138.74 7.34 131.40 0.00 138.74 0.00 0.00 0.00143 J-M-WPD-24-I 139.63 141.13 1.50 139.63 0.00 141.13 0.00 0.00 0.00144 J-M-WPD-25-O 153.39 154.39 1.00 153.39 0.00 154.39 0.00 0.00 0.00145 J-M-WPD-26-CB 154.26 160.16 5.90 154.26 0.00 160.16 0.00 0.00 0.00

Extended Bypass Model - 100-Year Event

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB 18.91 6.78 83.16 5.17 0.00 18.83 78.29 0.30 0 12:25 0 00:00 0.00 0.002 J-M-B-02-MH 40.19 0.00 21.74 3.60 0.00 1.26 21.45 3.31 0 14:40 0 00:00 0.00 0.003 J-M-B-03-D 40.19 0.00 32.10 12.52 0.00 92.15 26.46 6.88 0 15:03 0 00:00 0.00 0.004 J-M-B-04-D 40.19 0.00 49.45 16.33 0.00 72.17 39.91 6.79 0 14:16 0 00:00 0.00 0.005 J-M-B-05-D 40.19 0.00 60.55 15.18 0.00 58.98 51.22 5.85 0 15:03 0 00:00 0.00 0.006 J-M-B-06-MH 40.19 0.00 70.74 12.45 0.00 1.26 62.64 4.35 0 15:04 0 00:00 0.00 0.007 J-M-BBC-04-CB 17.42 17.42 90.72 6.02 0.50 0.00 85.08 0.38 0 12:25 0 12:12 1.61 62.008 J-M-BBN-01-MH 16.13 0.00 90.82 7.58 0.00 0.39 84.07 0.83 0 12:13 0 00:00 0.00 0.009 J-M-BBN-02-MH 16.18 0.00 94.07 8.06 0.00 0.41 86.58 0.57 0 12:13 0 00:00 0.00 0.00

10 J-M-BBN-03-MH 16.55 0.00 96.23 9.21 0.00 0.36 87.88 0.86 0 12:13 0 00:00 0.00 0.0011 J-M-BBN-04-MH 16.64 0.00 97.12 9.57 0.00 0.36 88.51 0.96 0 12:12 0 00:00 0.00 0.0012 J-M-BBN-05-MH 17.34 17.34 99.52 10.70 0.00 0.35 89.87 1.05 0 12:12 0 00:00 0.00 0.0013 J-M-EB-01 96.13 0.00 71.20 11.30 0.00 0.80 63.95 4.05 0 13:54 0 00:00 0.00 0.0014 J-M-EB-02 96.12 0.00 71.59 10.99 0.00 1.91 64.48 3.88 0 13:53 0 00:00 0.00 0.0015 J-M-EB-03 96.12 0.00 72.16 10.11 0.00 4.84 65.43 3.38 0 13:51 0 00:00 0.00 0.0016 J-M-EB-04 96.13 0.00 72.78 9.21 0.00 7.22 66.51 2.94 0 13:46 0 00:00 0.00 0.0017 J-M-EB-05 96.12 8.46 73.38 8.52 0.00 10.12 67.47 2.61 0 13:43 0 00:00 0.00 0.0018 J-M-EB-06 88.93 0.00 73.94 7.84 0.00 12.06 68.40 2.30 0 13:43 0 00:00 0.00 0.0019 J-M-EB-07 92.60 0.00 74.84 7.56 0.00 9.16 69.33 2.05 0 12:43 0 00:00 0.00 0.0020 J-M-EB-08 85.87 0.00 75.75 7.28 0.00 5.25 70.28 1.81 0 12:37 0 00:00 0.00 0.0021 J-M-EB-09 85.76 0.00 76.54 7.44 0.00 3.46 70.87 1.77 0 12:24 0 00:00 0.00 0.0022 J-M-EB-10 92.63 16.07 77.45 7.62 0.00 1.55 71.52 1.69 0 12:24 0 00:00 0.00 0.0023 J-M-EB-11 86.01 0.00 78.42 7.98 0.00 1.58 72.10 1.66 0 12:24 0 00:00 0.00 0.0024 J-M-EB-12 86.01 0.00 79.81 8.00 0.00 2.69 73.28 1.47 0 12:24 0 00:00 0.00 0.0025 J-M-EB-13 86.01 0.00 81.14 8.11 0.00 2.86 74.48 1.45 0 12:23 0 00:00 0.00 0.0026 J-M-EB-14 86.01 0.00 82.12 8.48 0.00 2.38 75.17 1.53 0 12:24 0 00:00 0.00 0.0027 J-M-EB-15 95.90 0.00 83.16 8.79 0.00 18.32 75.90 1.53 0 12:26 0 00:00 0.00 0.0028 J-M-EB-16 60.18 0.00 83.93 7.33 0.00 0.07 77.92 1.32 0 12:23 0 00:00 0.00 0.0029 J-M-EB-17 60.18 0.00 84.92 7.52 0.00 1.03 78.56 1.16 0 12:24 0 00:00 0.00 0.0030 J-M-EB-18 60.18 0.00 87.46 8.52 0.00 0.59 80.12 1.18 0 12:22 0 00:00 0.00 0.0031 J-M-EB-19 60.20 0.00 89.48 9.47 0.00 0.88 81.26 1.25 0 12:17 0 00:00 0.00 0.0032 J-M-EB-20 38.56 0.00 91.48 9.39 0.00 0.31 82.94 0.85 0 12:16 0 00:00 0.00 0.0033 J-M-EB-21 38.67 0.00 93.44 10.76 0.00 0.61 83.81 1.13 0 12:15 0 00:00 0.00 0.0034 J-M-EB-22 36.75 0.00 95.17 10.58 0.00 0.91 85.60 1.01 0 12:15 0 00:00 0.00 0.0035 J-M-EB-23 40.67 0.00 96.92 10.52 0.00 0.49 87.31 0.91 0 12:11 0 00:00 0.00 0.0036 J-M-EB-24 40.67 0.00 100.72 8.55 0.01 0.00 92.66 0.49 0 12:08 0 12:08 0.00 0.0037 J-M-EB-25 40.67 0.00 106.05 8.20 0.00 0.00 98.32 0.47 0 12:11 0 12:11 0.00 0.0038 J-M-EB-26 42.48 0.00 105.75 2.23 0.00 5.76 103.99 0.47 0 12:13 0 00:00 0.00 0.0039 J-M-F-01-MH 9.14 0.00 74.07 5.80 0.00 0.50 69.05 0.78 0 12:13 0 00:00 0.00 0.0040 J-M-F-02-CB 8.89 0.00 74.44 5.77 0.00 0.54 69.39 0.72 0 12:11 0 00:00 0.00 0.0041 J-M-F-03-MH 8.92 0.00 74.56 5.64 0.00 0.46 69.61 0.69 0 12:12 0 00:00 0.00 0.0042 J-M-F-04-MH 8.99 8.99 74.95 5.47 0.00 0.40 70.04 0.56 0 12:12 0 00:00 0.00 0.0043 J-M-GTN-01-MH 4.09 0.00 96.65 8.83 0.00 0.64 88.78 0.96 0 12:14 0 00:00 0.00 0.0044 J-M-GTN-02-MH 4.09 0.00 96.94 8.77 0.00 1.15 89.23 1.06 0 12:09 0 00:00 0.00 0.0045 J-M-GTN-03-MH 4.09 0.00 97.86 8.94 0.00 0.00 90.13 1.21 0 12:09 0 12:09 0.00 0.0046 J-M-GTN-04-MH 9.91 0.00 96.48 6.67 0.20 0.00 91.24 1.43 0 13:02 0 12:27 0.41 89.0047 J-M-GTN-05-MH 49.73 20.38 96.48 6.17 0.95 0.00 92.17 1.86 0 13:04 0 12:09 11.90 314.0048 J-M-GTN-06-MH 1.67 0.00 97.24 5.08 0.00 0.00 93.32 1.16 0 12:06 0 12:06 0.00 0.0049 J-M-GTN-07-MH 1.71 0.00 98.31 5.16 0.00 0.15 94.04 0.89 0 12:06 0 00:00 0.00 0.0050 J-M-GTS-01-MH 43.75 0.00 93.13 9.12 0.64 0.00 85.15 1.14 0 12:43 0 12:17 2.05 72.0051 J-M-GTS-02-MH 68.36 26.67 93.14 8.65 1.25 0.00 85.65 1.16 0 12:44 0 12:12 5.53 97.0052 J-M-GTS-03-MH 25.42 0.00 93.14 7.89 0.99 0.00 86.35 1.10 0 12:44 0 12:13 3.80 89.0053 J-M-GTS-04-MH 7.74 0.00 94.49 6.95 0.00 0.00 88.35 0.81 0 12:03 0 12:03 0.00 0.0054 J-M-GTS-05-MH 7.50 0.00 95.92 7.06 0.00 0.00 89.61 0.75 0 12:05 0 12:05 0.00 0.0055 J-M-GTS-06-MH 7.46 0.00 96.48 7.18 0.00 0.00 90.08 0.78 0 12:06 0 12:06 0.00 0.0056 J-M-GTS-07-MH 6.49 0.00 98.10 7.12 0.00 0.00 91.59 0.61 0 12:06 0 00:00 0.00 0.0057 J-M-GTS-08-MH 6.42 0.00 97.42 5.66 0.00 3.19 92.52 0.76 0 12:06 0 00:00 0.00 0.0058 J-M-GTS-09-MH 6.42 0.00 97.79 5.76 0.00 3.59 92.83 0.80 0 12:06 0 00:00 0.00 0.0059 J-M-GTS-10-MH 6.42 0.00 98.11 5.75 0.00 4.21 93.18 0.82 0 12:06 0 00:00 0.00 0.0060 J-M-GTS-12-MH 6.42 0.00 98.90 5.85 0.00 2.53 93.84 0.79 0 12:06 0 00:00 0.00 0.0061 J-M-GTS-13-MH 6.42 0.00 99.22 5.88 0.00 0.92 94.18 0.84 0 12:06 0 00:00 0.00 0.0062 J-M-M-03-CB 46.24 19.98 71.00 7.28 0.25 0.00 65.74 2.02 0 14:40 0 13:55 0.93 109.0063 J-M-M-04-MH 27.75 0.00 71.37 6.04 0.00 0.81 66.94 1.61 0 13:53 0 00:00 0.00 0.0064 J-M-M-05-MH 28.78 8.15 72.94 5.96 0.00 1.65 68.20 1.22 0 12:12 0 00:00 0.00 0.0065 J-M-M-06-MH 15.95 0.00 74.77 7.12 0.00 0.47 68.66 1.01 0 12:07 0 00:00 0.00 0.0066 J-M-M-07-MH 15.95 0.00 74.36 5.97 0.00 2.51 69.29 0.90 0 12:12 0 00:00 0.00 0.0067 J-M-M-08-MH 16.22 0.00 75.06 6.25 0.00 2.91 69.70 0.89 0 12:12 0 00:00 0.00 0.0068 J-M-M-09-MH 16.71 5.27 75.99 6.43 0.00 3.63 70.27 0.71 0 12:11 0 00:00 0.00 0.0069 J-M-M-10-MH 14.36 0.00 76.30 6.35 0.00 4.22 70.60 0.65 0 12:11 0 00:00 0.00 0.0070 J-M-M-11-MH 14.36 0.00 76.59 6.25 0.00 4.92 70.96 0.62 0 12:11 0 00:00 0.00 0.0071 J-M-M-12-MH 14.38 2.77 76.85 6.02 0.00 6.97 71.40 0.57 0 12:11 0 00:00 0.00 0.0072 J-M-MRW-01-MH 42.37 0.00 110.70 1.67 0.00 5.16 109.48 0.45 0 12:12 0 00:00 0.00 0.0073 J-M-MRW-02-MH 31.65 5.91 116.72 5.69 0.00 0.35 112.21 1.18 0 12:12 0 00:00 0.00 0.0074 J-M-MRW-03-MH 15.47 0.00 121.50 8.75 0.00 6.53 114.19 1.44 0 12:22 0 00:00 0.00 0.0075 J-M-MRW-04-MH 15.47 0.00 125.99 5.31 0.00 10.84 121.44 0.76 0 12:31 0 00:00 0.00 0.0076 J-M-MRW-05-MH 15.47 0.00 131.24 8.92 0.00 9.24 123.73 1.41 0 12:30 0 00:00 0.00 0.0077 J-M-MRW-06A-MH 31.94 0.00 136.44 12.45 0.83 0.00 125.73 1.74 0 12:30 0 12:12 2.83 84.0078 J-M-MRW-06B-MH 50.89 49.95 136.49 12.50 0.88 0.00 129.79 5.80 0 12:29 0 12:11 2.99 88.0079 J-M-MRW-07-MH 17.81 0.00 136.49 11.80 1.35 0.00 129.90 5.21 0 12:26 0 13:39 2.34 102.0080 J-M-MRW-08-MH 9.51 0.00 137.20 11.82 0.04 0.00 130.03 4.65 0 13:41 0 13:40 0.00 0.0081 J-M-MRW-09-MH 9.43 0.00 139.48 13.50 0.00 0.00 130.17 4.19 0 13:40 0 13:40 0.00 0.00

Extended Bypass Model - 100-Year Event

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

82 J-M-MRW-10-MH 9.51 4.56 138.93 12.34 0.01 0.00 130.32 3.73 0 13:41 0 13:40 0.00 0.0083 J-M-MRW-11-MH 10.00 0.00 136.95 9.61 0.07 0.00 130.50 3.16 0 12:12 0 13:39 0.17 11.0084 J-M-MRW-12-MH 7.41 1.91 140.98 12.76 0.01 0.00 130.74 2.52 0 13:41 0 13:39 0.00 0.0085 J-M-MRW-13-MH 7.35 0.00 139.79 11.09 0.00 0.00 130.94 2.24 0 13:43 0 13:39 0.00 0.0086 J-M-MRW-14-MH 9.59 9.59 139.19 10.21 0.01 0.00 131.08 2.10 0 13:40 0 13:40 0.00 0.0087 J-M-MRW-15-MH 6.86 0.00 137.86 8.35 0.01 0.00 131.25 1.74 0 13:42 0 13:42 0.00 1.0088 J-M-MRW-16-MH 6.86 0.00 136.71 6.63 0.01 0.00 131.48 1.40 0 13:42 0 13:39 0.00 1.0089 J-M-MRW-17-MH 6.59 0.00 135.82 5.09 0.28 0.00 131.82 1.09 0 13:07 0 12:12 0.37 99.0090 J-M-MRW-18-CB 4.46 0.00 135.84 4.91 0.49 0.00 132.21 1.28 0 13:39 0 13:04 0.81 95.0091 J-M-MRW-20-CB 5.32 0.00 137.10 4.27 0.00 0.90 136.94 4.11 0 12:13 0 00:00 0.00 0.0092 J-M-MRW-21-MH 5.32 0.00 169.53 0.59 0.00 5.81 169.05 0.11 0 12:13 0 00:00 0.00 0.0093 J-M-MRW-22-CB 8.17 8.17 175.29 4.37 0.16 0.00 171.14 0.22 0 12:13 0 12:11 0.20 14.0094 J-M-NE-01-MH 6.42 0.00 99.30 5.84 0.00 0.42 94.34 0.88 0 12:06 0 00:00 0.00 0.0095 J-M-NE-02-MH 5.39 0.00 100.68 5.81 0.00 0.32 96.34 1.47 0 12:06 0 00:00 0.00 0.0096 J-M-NE-03-CB 21.23 12.18 102.83 7.08 1.11 0.00 97.84 2.09 0 14:26 0 12:11 5.75 284.0097 J-M-NE-04-MH 18.06 0.00 102.83 6.91 0.79 0.00 97.98 2.06 0 14:26 0 12:11 5.16 253.0098 J-M-NE-05-MH 11.41 0.00 102.86 6.06 0.00 0.39 98.63 1.83 0 12:14 0 00:00 0.00 0.0099 J-M-NE-06-MH 11.46 0.00 104.42 5.89 0.00 0.40 100.10 1.57 0 12:13 0 00:00 0.00 0.00

100 J-M-NE-07-MH 11.49 0.00 105.58 5.85 0.00 0.40 101.19 1.46 0 12:13 0 00:00 0.00 0.00101 J-M-NE-08-MH 11.54 0.00 106.67 5.73 0.00 0.40 102.27 1.33 0 12:12 0 00:00 0.00 0.00102 J-M-NE-09-MH 11.64 0.00 107.77 5.69 0.00 0.40 103.31 1.23 0 12:12 0 00:00 0.00 0.00103 J-M-NE-10-MH 11.66 0.00 108.55 5.77 0.00 0.40 103.99 1.21 0 12:12 0 00:00 0.00 0.00104 J-M-NE-11-MH 11.82 6.89 109.31 5.97 0.00 0.40 104.59 1.25 0 12:12 0 00:00 0.00 0.00105 J-M-NE-12-MH 5.17 0.00 109.53 5.62 0.00 0.58 105.02 1.11 0 12:12 0 00:00 0.00 0.00106 J-M-NE-13-MH 18.28 14.58 114.92 7.23 0.63 0.00 108.80 1.11 0 12:45 0 12:12 3.55 123.00107 J-M-NE-14-MH 11.02 0.00 116.65 5.87 0.00 0.41 111.45 0.67 0 12:15 0 00:00 0.00 0.00108 J-M-NE-15-MH 11.19 0.00 118.06 5.79 0.00 0.42 112.80 0.53 0 12:14 0 00:00 0.00 0.00109 J-M-NE-16-MH 11.48 0.00 120.07 5.73 0.00 0.42 114.68 0.34 0 12:14 0 00:00 0.00 0.00110 J-M-NE-17-MH 11.64 0.00 121.65 5.70 0.00 0.41 116.26 0.31 0 12:13 0 00:00 0.00 0.00111 J-M-NE-18-MH 12.03 0.00 123.19 5.66 0.00 0.41 117.83 0.30 0 12:12 0 00:00 0.00 0.00112 J-M-NE-19-MH 12.34 8.73 125.35 6.55 0.00 0.41 119.15 0.35 0 12:12 0 00:00 0.00 0.00113 J-M-NE-20-CB 3.74 0.00 125.35 6.39 0.00 0.35 119.28 0.32 0 12:12 0 00:00 0.00 0.00114 J-M-NE-21-MH 3.74 0.00 127.00 7.34 0.00 0.00 119.94 0.28 0 12:02 0 12:02 0.00 0.00115 J-M-NE-22-MH 3.74 0.00 131.20 10.88 0.00 0.00 120.60 0.28 0 12:02 0 12:02 0.00 0.00116 J-M-NE-23-CB 4.86 4.86 131.01 12.79 2.01 0.00 121.92 3.70 0 12:12 0 12:08 0.12 11.00117 J-M-WG-01-MH 10.77 0.00 116.83 5.43 0.00 0.44 112.33 0.93 0 12:12 0 00:00 0.00 0.00118 J-M-WG-02-MH 10.82 0.00 117.52 5.85 0.00 0.44 112.51 0.84 0 12:12 0 00:00 0.00 0.00119 J-M-WG-03-MH 10.96 0.00 120.40 6.21 0.00 0.45 114.67 0.48 0 12:12 0 00:00 0.00 0.00120 J-M-WG-04-MH 11.13 11.13 123.98 6.56 0.00 0.45 117.76 0.34 0 12:12 0 00:00 0.00 0.00121 J-M-WPD-02-MH 40.51 0.00 84.97 7.44 0.00 0.56 78.69 1.16 0 12:18 0 00:00 0.00 0.00122 J-M-WPD-03-MH 41.00 12.38 87.24 8.60 0.00 0.56 79.91 1.27 0 12:17 0 00:00 0.00 0.00123 J-M-WPD-04-MH 34.47 0.00 88.33 9.09 0.00 0.56 80.62 1.38 0 12:16 0 00:00 0.00 0.00124 J-M-WPD-05-MH 55.23 19.40 89.80 9.63 0.00 0.56 81.52 1.35 0 12:16 0 00:00 0.00 0.00125 J-M-WPD-06-MH 27.75 0.00 91.79 10.72 0.00 0.65 82.81 1.74 0 12:16 0 00:00 0.00 0.00126 J-M-WPD-07-MH 42.69 15.82 93.41 11.54 0.00 0.64 83.70 1.83 0 12:15 0 00:00 0.00 0.00127 J-M-WPD-08-MH 27.94 0.00 94.98 10.95 0.00 0.63 85.01 0.98 0 12:15 0 00:00 0.00 0.00128 J-M-WPD-09-MH 32.30 18.10 96.77 10.27 0.00 0.64 87.34 0.84 0 12:14 0 00:00 0.00 0.00129 J-M-WPD-10-MH 13.24 0.00 98.53 6.20 0.00 0.76 92.81 0.48 0 12:16 0 00:00 0.00 0.00130 J-M-WPD-11-MH 13.88 0.00 100.93 5.71 0.00 1.30 95.66 0.44 0 12:17 0 00:00 0.00 0.00131 J-M-WPD-12-MH 14.39 0.00 104.59 4.23 0.00 2.83 100.76 0.40 0 12:16 0 00:00 0.00 0.00132 J-M-WPD-13-MH 14.80 0.00 107.77 3.44 0.00 3.64 104.73 0.40 0 12:14 0 00:00 0.00 0.00133 J-M-WPD-14-MH 25.59 15.14 111.81 2.97 0.00 4.16 109.22 0.38 0 12:12 0 00:00 0.00 0.00134 J-M-WPD-15-MH 12.28 0.00 113.73 2.48 0.00 4.43 111.47 0.22 0 12:12 0 00:00 0.00 0.00135 J-M-WPD-16-MH 12.25 0.00 117.52 1.16 0.00 4.99 116.57 0.21 0 12:14 0 00:00 0.00 0.00136 J-M-WPD-17-MH 12.25 0.00 120.45 1.19 0.00 4.99 119.48 0.22 0 12:14 0 00:00 0.00 0.00137 J-M-WPD-18-MH 12.25 0.00 123.46 1.18 0.00 5.06 122.50 0.22 0 12:14 0 00:00 0.00 0.00138 J-M-WPD-19-CB 12.25 0.00 130.04 1.00 0.00 4.07 129.24 0.20 0 12:13 0 00:00 0.00 0.00139 J-M-WPD-20-CB 12.25 0.00 133.00 2.95 0.00 2.61 130.38 0.33 0 12:13 0 00:00 0.00 0.00140 J-M-WPD-21-MH 12.25 0.00 134.60 4.51 0.00 2.59 130.59 0.50 0 12:13 0 00:00 0.00 0.00141 J-M-WPD-22-CB 14.15 7.32 137.11 6.06 1.00 0.00 131.42 0.37 0 12:13 0 12:12 0.07 12.00142 J-M-WPD-23-CB 8.67 0.00 137.87 6.47 0.00 0.87 131.75 0.35 0 12:13 0 00:00 0.00 0.00143 J-M-WPD-24-I 15.59 0.00 140.51 0.88 0.00 0.62 139.82 0.19 0 12:17 0 00:00 0.00 0.00144 J-M-WPD-25-O 3.27 0.00 154.05 0.66 0.00 0.34 153.69 0.30 0 11:58 0 00:00 0.00 0.00145 J-M-WPD-26-CB 15.96 15.96 159.73 5.47 0.00 0.43 154.86 0.60 0 12:12 0 00:00 0.00 0.00

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Channel InputSN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial Flap

ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow GateElevation Offset Elevation Offset

(ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs)1 L-M-B-01-C 30.00 21.00 2.86 16.00 0.00 5.00 16.6700 Trapezoidal 2.000 20.000 0.0800 0.0000 0.0000 0.0000 0.00 No2 L-M-MRW-20-D 15.00 137.00 4.17 136.00 5.00 1.00 6.6700 Rectangular 1.000 20.000 0.0320 0.0000 0.0000 0.0000 0.00 No3 L-M-WPD-24-C 326.79 153.39 0.00 139.63 0.00 13.76 4.2100 Triangular 1.000 4.000 0.0300 0.0000 0.0000 0.0000 0.00 No4 L-O-BBN-01-C 59.64 90.59 7.35 89.49 9.32 1.10 1.8400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No5 L-O-BBN-02-C 148.55 93.86 7.85 90.59 7.35 3.27 2.2000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No6 L-O-BBN-03-C 192.72 95.97 8.95 93.86 7.85 2.11 1.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No7 L-O-BBN-04-C 84.97 96.86 9.31 95.97 8.95 0.89 1.0500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No8 L-O-BBN-05-C 240.15 99.25 10.43 96.86 9.31 2.39 1.0000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No9 L-O-F-01-C 155.72 71.56 6.23 70.13 6.41 1.43 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

10 L-O-F-02-C 210.68 73.97 6.99 71.56 6.23 2.41 1.1400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No11 L-O-F-11-C 32.00 73.95 5.68 73.97 6.99 -0.02 -0.0600 Rectangular 0.620 50.000 0.0130 0.0000 0.0000 0.0000 0.00 No12 L-O-F-12-C 24.65 74.36 5.69 73.95 5.68 0.41 1.6600 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No13 L-O-F-13-C 19.50 74.40 5.48 74.36 5.69 0.04 0.2100 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No14 L-O-F-14-C 46.77 74.73 5.25 74.40 5.48 0.33 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No15 L-O-GTN-01-C 111.25 95.66 5.85 94.91 4.60 0.75 0.6700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No16 L-O-GTS-01-C 84.75 91.87 7.86 91.27 6.78 0.60 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No17 L-O-GTS-02-C 51.85 91.53 6.28 91.27 6.78 0.26 0.5000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No18 L-O-HW-01-C 535.00 105.15 7.29 82.41 4.42 22.74 4.2500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No19 L-O-MRW-01-C 157.90 116.45 5.42 114.99 5.96 1.46 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No20 L-O-MRW-02-C 24.20 114.99 5.96 115.10 6.26 -0.11 -0.4500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No21 L-O-NE-01-C 20.59 101.42 5.50 101.10 5.35 0.32 1.5500 Rectangular 0.620 200.000 0.0130 0.0000 0.0000 0.0000 0.00 No22 L-O-NE-02-C 128.47 102.63 5.83 101.42 5.50 1.21 0.9400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No23 L-O-NE-03-C 160.18 104.20 5.67 102.63 5.83 1.57 0.9800 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No24 L-O-NE-04-C 109.25 105.36 5.63 104.20 5.67 1.16 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No25 L-O-NE-05-C 105.84 106.45 5.51 105.36 5.63 1.09 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No26 L-O-NE-06-C 106.34 107.55 5.47 106.45 5.51 1.10 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No27 L-O-NE-07-C 66.71 108.33 5.55 107.55 5.47 0.78 1.1700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No28 L-O-NE-08-C 71.90 109.09 5.75 108.33 5.55 0.76 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No29 L-O-NE-09-C 33.00 109.49 5.58 109.09 5.75 0.40 1.2100 Rectangular 0.620 100.000 0.0270 0.0000 0.0000 0.0000 0.00 No30 L-O-NE-10-C 240.65 116.44 5.66 113.67 5.98 2.77 1.1500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No31 L-O-NE-11-C 115.13 117.86 5.59 116.44 5.66 1.42 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No32 L-O-NE-12-C 165.49 119.87 5.53 117.86 5.59 2.01 1.2100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No33 L-O-NE-13-C 127.38 121.44 5.49 119.87 5.53 1.57 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No34 L-O-NE-14-C 130.95 122.98 5.45 121.44 5.49 1.54 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No35 L-O-NE-15-C 165.36 125.14 6.34 122.98 5.45 2.16 1.3100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No36 L-O-NE-16-C 18.67 125.14 6.34 125.08 6.12 0.06 0.3200 Rectangular 0.620 100.000 0.0130 0.0000 0.0000 0.0000 0.00 No37 L-O-WG-01-C 27.52 116.55 5.15 116.45 5.42 0.10 0.3600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No38 L-O-WG-02-C 36.55 117.34 5.67 116.55 5.15 0.79 2.1600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No39 L-O-WG-03-C 143.54 120.23 6.04 117.34 5.67 2.89 2.0100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No40 L-O-WG-04-C 175.82 123.81 6.39 120.23 6.04 3.58 2.0400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No41 L-O-WPD-01-C 126.67 83.54 9.17 82.41 4.42 1.13 0.8900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No42 L-O-WPD-02-C 111.35 84.66 7.13 83.54 9.17 1.12 1.0100 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No43 L-O-WPD-03-C 215.30 86.93 8.29 84.66 7.13 2.27 1.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No44 L-O-WPD-04-C 123.99 88.02 8.78 86.93 8.29 1.09 0.8800 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No45 L-O-WPD-05-C 183.52 89.49 9.32 88.02 8.78 1.47 0.8000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No46 L-O-WPD-06-C 173.05 91.57 10.50 89.49 9.32 2.08 1.2000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No47 L-O-WPD-07-C 155.60 93.18 11.31 91.57 10.50 1.61 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No48 L-O-WPD-08-C 151.73 94.74 10.71 93.18 11.31 1.56 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No49 L-O-WPD-09-C 173.85 96.54 10.04 94.74 10.71 1.80 1.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No50 L-O-WPD-10-C 114.44 98.42 6.09 96.54 10.04 1.88 1.6400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No51 L-O-WPD-11-C 143.32 101.36 6.14 98.42 6.09 2.94 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No52 L-O-WPD-12-C 270.73 106.55 6.19 101.36 6.14 5.19 1.9200 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No53 L-O-WPD-13-C 195.06 110.54 6.21 106.55 6.19 3.99 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No54 L-O-WPD-14-C 223.08 115.10 6.26 110.54 6.21 4.56 2.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No55 L-O-WPD-15-C 129.57 117.29 6.04 115.10 6.26 2.19 1.6900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No56 L-O-WPD-16-C 420.85 159.54 5.28 139.63 0.00 19.91 4.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

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Channel ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-M-B-01-C 40.19 0 14:40 260.13 0.15 5.35 0.09 0.74 0.37 0.00 1.092 L-M-MRW-20-D 5.32 0 12:13 225.04 0.02 2.60 0.10 0.10 0.10 0.00 0.923 L-M-WPD-24-C 3.32 0 12:08 11.89 0.28 5.61 0.97 0.75 0.75 0.00 1.544 L-O-BBN-01-C 12.26 0 12:13 164.34 0.07 3.64 0.27 0.25 0.42 0.00 0.035 L-O-BBN-02-C 11.03 0 12:13 179.54 0.06 3.63 0.68 0.21 0.36 0.00 0.036 L-O-BBN-03-C 12.48 0 12:13 126.62 0.10 3.03 1.06 0.25 0.41 0.00 0.037 L-O-BBN-04-C 13.29 0 12:12 123.85 0.11 3.03 0.47 0.26 0.43 0.00 0.048 L-O-BBN-05-C 13.08 0 12:12 120.72 0.11 2.96 1.35 0.26 0.43 0.00 0.049 L-O-F-01-C 0.00 0 00:00 115.96 0.00 0.00 0.31 0.50 0.00 0.00

10 L-O-F-02-C 0.00 0 00:00 129.43 0.00 0.00 0.00 0.00 0.00 0.0011 L-O-F-11-C 3.20 0 12:13 63.37 0.05 0.75 0.71 0.05 0.14 0.00 0.0012 L-O-F-12-C 5.98 0 12:12 200.29 0.03 1.06 0.39 0.08 0.15 0.00 0.0013 L-O-F-13-C 7.24 0 12:12 70.34 0.10 0.83 0.39 0.12 0.19 0.00 0.0014 L-O-F-14-C 6.46 0 12:12 101.65 0.06 2.20 0.35 0.22 0.35 0.00 0.0115 L-O-GTN-01-C 31.65 0 12:09 99.36 0.32 2.57 0.72 0.62 1.00 89.00 0.0316 L-O-GTS-01-C 41.21 0 12:09 101.82 0.40 2.66 0.53 0.62 1.00 72.00 0.0217 L-O-GTS-02-C 19.34 0 12:13 85.69 0.23 1.61 0.54 0.62 1.00 89.00 0.0118 L-O-HW-01-C 9.68 0 12:12 435.26 0.02 4.89 1.82 0.43 0.50 0.00 1.8819 L-O-MRW-01-C 13.17 0 12:12 116.36 0.11 2.88 0.91 0.27 0.44 0.00 0.0420 L-O-MRW-02-C 0.00 0 00:00 142.34 0.00 0.00 0.00 0.00 0.00 0.0021 L-O-NE-01-C 12.18 0 12:14 1279.53 0.01 0.13 2.64 0.62 1.00 253.00 0.0022 L-O-NE-02-C 8.83 0 12:14 117.44 0.08 1.69 1.27 0.42 0.69 0.00 0.0323 L-O-NE-03-C 7.98 0 12:13 119.80 0.07 2.50 1.07 0.22 0.37 0.00 0.1124 L-O-NE-04-C 8.08 0 12:13 124.69 0.06 2.67 0.68 0.22 0.36 0.00 0.1625 L-O-NE-05-C 8.16 0 12:12 122.80 0.07 2.68 0.66 0.22 0.36 0.00 0.1626 L-O-NE-06-C 8.21 0 12:12 123.08 0.07 2.69 0.66 0.22 0.36 0.00 0.1627 L-O-NE-07-C 8.37 0 12:12 130.85 0.06 2.80 0.40 0.22 0.35 0.00 0.1728 L-O-NE-08-C 8.49 0 12:12 124.41 0.07 2.73 0.44 0.22 0.36 0.00 0.1729 L-O-NE-09-C 3.03 0 12:12 270.92 0.01 0.40 1.38 0.13 0.21 0.00 0.0230 L-O-NE-10-C 7.10 0 12:15 129.83 0.05 0.69 5.81 0.41 0.67 0.00 0.0031 L-O-NE-11-C 7.14 0 12:14 134.39 0.05 2.78 0.69 0.18 0.33 0.00 0.0132 L-O-NE-12-C 7.13 0 12:14 133.36 0.05 2.77 1.00 0.17 0.33 0.00 0.0133 L-O-NE-13-C 7.46 0 12:13 134.35 0.06 2.81 0.76 0.20 0.33 0.00 0.0134 L-O-NE-14-C 7.68 0 12:12 131.23 0.06 2.79 0.78 0.21 0.34 0.00 0.0235 L-O-NE-15-C 7.87 0 12:12 138.31 0.06 2.91 0.95 0.21 0.34 0.00 0.0236 L-O-NE-16-C 3.93 0 12:12 289.73 0.01 0.31 1.00 0.24 0.39 0.00 0.0037 L-O-WG-01-C 9.29 0 12:12 72.95 0.13 1.96 0.23 0.27 0.44 0.00 0.0338 L-O-WG-02-C 7.13 0 12:12 177.91 0.04 2.13 0.29 0.23 0.37 0.00 0.0139 L-O-WG-03-C 5.95 0 12:12 171.71 0.03 3.02 0.79 0.18 0.29 0.00 0.0240 L-O-WG-04-C 5.96 0 12:12 172.68 0.03 3.19 0.92 0.17 0.28 0.00 0.0241 L-O-WPD-01-C 0.00 0 00:00 199.40 0.00 0.00 0.37 0.43 0.00 0.0042 L-O-WPD-02-C 18.05 0 12:18 211.74 0.09 3.57 0.52 0.31 0.35 0.00 0.0143 L-O-WPD-03-C 19.49 0 12:17 216.78 0.09 3.73 0.96 0.31 0.36 0.00 0.0144 L-O-WPD-04-C 17.23 0 12:17 197.95 0.09 3.35 0.62 0.31 0.36 0.00 0.0145 L-O-WPD-05-C 16.59 0 12:16 188.95 0.09 3.22 0.95 0.30 0.36 0.00 0.0146 L-O-WPD-06-C 7.77 0 12:16 231.46 0.03 2.01 1.43 0.26 0.31 0.00 0.0047 L-O-WPD-07-C 8.35 0 12:16 214.75 0.04 2.77 0.94 0.21 0.27 0.00 0.0148 L-O-WPD-08-C 8.97 0 12:15 214.07 0.04 2.82 0.90 0.20 0.28 0.00 0.0149 L-O-WPD-09-C 8.21 0 12:14 214.82 0.04 2.75 1.05 0.17 0.27 0.00 0.0150 L-O-WPD-10-C 1.54 0 12:16 270.59 0.01 2.09 0.91 0.13 0.19 0.00 0.0151 L-O-WPD-11-C 0.00 0 00:00 302.38 0.00 0.00 0.06 0.07 0.00 0.0052 L-O-WPD-12-C 0.00 0 00:00 292.31 0.00 0.00 0.00 0.00 0.00 0.0053 L-O-WPD-13-C 0.00 0 00:00 301.95 0.00 0.00 0.00 0.00 0.00 0.0054 L-O-WPD-14-C 0.00 0 00:00 301.84 0.00 0.00 0.00 0.00 0.00 0.0055 L-O-WPD-15-C 0.00 0 00:00 274.47 0.00 0.00 0.00 0.00 0.00 0.0056 L-O-WPD-16-C 12.33 0 12:12 263.21 0.05 1.23 5.70 0.41 0.66 0.00 0.01

Extended Bypass Model - 100-Year Event

Appendix B Page 90 of 157

Page 104: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

1 L-L-EB-01-P 126.67 77.99 0.00 77.48 3.11 0.51 0.4000 CIRCULAR 288.000 288.000 0.0120 0.5000 0.5000 0.0000 0.00 12 L-M-B-02-P 192.00 19.58 0.00 18.14 0.00 1.44 0.7500 CIRCULAR 22.560 22.560 0.0120 0.0000 1.0000 0.0000 0.00 13 L-M-B-03-P 468.61 33.12 0.00 19.58 0.00 13.54 2.8900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 14 L-M-B-04-P 299.45 45.37 0.00 33.12 0.00 12.25 4.0900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 15 L-M-B-05-P 231.94 58.29 0.00 45.37 0.00 12.92 5.5700 CIRCULAR 22.560 22.560 0.0120 0.5000 0.0000 0.0000 0.00 16 L-M-BBC-04-P 287.64 84.70 0.00 76.77 9.49 7.93 2.7600 CIRCULAR 12.000 12.000 0.0150 0.5000 0.5000 0.0000 0.00 17 L-M-BBN-01-P 59.64 83.24 0.00 83.00 2.83 0.24 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 18 L-M-BBN-02-P 148.55 86.01 0.00 83.29 0.05 2.72 1.8300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 19 L-M-BBN-03-P 192.72 87.02 0.00 86.05 0.04 0.97 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

10 L-M-BBN-04-P 84.97 87.55 0.00 87.17 0.15 0.38 0.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 111 L-M-BBN-05-P 240.15 88.82 0.00 87.62 0.07 1.20 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 112 L-M-EB-01-P 50.00 63.72 0.00 62.00 3.00 1.72 3.4400 CIRCULAR 42.000 42.000 0.0120 0.0000 0.0000 0.0000 0.00 113 L-M-EB-02-P 140.00 59.90 0.00 59.00 0.00 0.90 0.6400 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 114 L-M-EB-03-P 105.14 60.60 0.00 60.00 0.10 0.60 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 115 L-M-EB-04-P 236.38 62.05 0.00 60.70 0.10 1.35 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 116 L-M-EB-05-P 248.92 63.57 0.00 62.15 0.10 1.42 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 117 L-M-EB-06-P 208.56 64.86 0.00 63.67 0.10 1.19 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 118 L-M-EB-07-P 200.78 66.10 0.00 64.96 0.10 1.14 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 119 L-M-EB-08-P 189.48 67.28 0.00 66.20 0.10 1.08 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 120 L-M-EB-09-P 191.22 68.47 0.00 67.38 0.10 1.09 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 121 L-M-EB-10-P 93.00 69.10 0.00 68.57 0.10 0.53 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 122 L-M-EB-11-P 111.23 69.83 0.00 69.20 0.10 0.63 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 123 L-M-EB-12-P 88.23 70.44 0.00 69.93 0.10 0.51 0.5800 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 124 L-M-EB-13-P 222.70 71.81 0.00 70.54 0.10 1.27 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 125 L-M-EB-14-P 197.05 73.03 0.00 71.91 0.10 1.12 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 126 L-M-EB-15-P 88.70 73.64 0.00 73.13 0.10 0.51 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 127 L-M-EB-16-P 110.89 74.37 0.00 73.74 0.10 0.63 0.5700 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 128 L-M-EB-17-P 13.95 76.60 0.00 76.53 2.16 0.07 0.5000 CIRCULAR 42.000 42.000 0.0120 0.5000 1.0000 0.0000 0.00 129 L-M-EB-18-P 138.77 77.40 0.00 76.70 0.10 0.70 0.5000 CIRCULAR 42.000 42.000 0.0120 0.5000 0.8000 0.0000 0.00 130 L-M-EB-19-P 290.16 78.94 0.00 77.50 0.10 1.44 0.5000 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 131 L-M-EB-20-P 195.76 80.01 0.00 79.04 0.10 0.97 0.5000 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 132 L-M-EB-21-P 12.97 80.17 0.00 80.11 0.10 0.06 0.4600 CIRCULAR 30.000 30.000 0.0120 0.5000 0.8000 0.0000 0.00 133 L-M-EB-22-P 175.92 82.09 0.00 80.01 0.00 2.08 1.1800 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 134 L-M-EB-23-P 167.33 82.68 0.00 82.09 0.00 0.59 0.3500 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 135 L-M-EB-24-P 23.56 81.87 0.00 82.68 0.00 -0.81 -3.4400 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 136 L-M-EB-25-P 174.37 84.59 0.00 82.68 0.00 1.91 1.1000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 137 L-M-EB-26-P 156.68 86.40 0.00 84.59 0.00 1.81 1.1600 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 138 L-M-EB-27-P 49.17 86.50 0.00 86.40 0.00 0.10 0.2000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 139 L-M-EB-28-P 212.11 92.17 0.00 86.40 0.00 5.77 2.7200 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 140 L-M-EB-29-P 242.66 97.85 0.00 92.17 0.00 5.68 2.3400 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 141 L-M-EB-30-P 267.43 103.52 0.00 97.85 0.00 5.67 2.1200 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 142 L-M-EB-31-P 229.46 109.03 0.00 103.52 0.00 5.51 2.4000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 143 L-M-EB-32-P 140.00 59.00 0.00 58.43 0.14 0.57 0.4100 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 144 L-M-F-01-P 32.00 68.27 0.00 67.01 0.03 1.26 3.9400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.7000 0.0000 0.00 145 L-M-F-02-P 24.65 68.67 0.00 68.35 0.08 0.32 1.3000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 146 L-M-F-03-P 19.50 68.92 0.00 68.77 0.10 0.15 0.7700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 147 L-M-F-04-P 46.77 69.48 0.00 69.02 0.10 0.46 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 148 L-M-GTN-01-P 78.25 87.82 0.00 87.51 1.01 0.31 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 149 L-M-GTN-02-P 75.03 88.17 0.00 87.87 0.05 0.30 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 150 L-M-GTN-03-P 174.55 88.92 0.00 88.22 0.05 0.70 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 151 L-M-GTN-04-P 210.09 89.81 0.00 88.97 0.05 0.84 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 152 L-M-GTN-05-P 111.25 90.31 0.00 89.86 0.05 0.45 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 153 L-M-GTN-06-P 225.10 92.16 0.00 90.36 0.05 1.80 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 154 L-M-GTN-07-P 118.17 93.15 0.00 92.21 0.05 0.94 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 155 L-M-GTN-08-P 121.86 93.46 0.00 93.20 0.05 0.26 0.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 156 L-M-GTS-01-P 244.86 84.01 0.00 82.78 0.91 1.23 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.9000 0.0000 0.00 157 L-M-GTS-02-P 84.75 84.49 0.00 84.09 0.08 0.40 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 158 L-M-GTS-03-P 51.85 85.30 0.05 84.99 0.50 0.31 0.6000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 159 L-M-GTS-04-P 280.32 87.54 0.00 85.30 0.05 2.24 0.8000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 160 L-M-GTS-05-P 140.88 88.86 0.00 87.59 0.05 1.27 0.9000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 161 L-M-GTS-06-P 47.21 89.30 0.00 88.91 0.05 0.39 0.8300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 162 L-M-GTS-07-P 159.01 90.98 0.00 89.43 0.13 1.55 0.9700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 163 L-M-GTS-08-P 245.39 91.76 0.00 91.03 0.05 0.73 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 164 L-M-GTS-09-P 73.73 92.03 0.00 91.81 0.05 0.22 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 165 L-M-GTS-10-P 92.35 92.36 0.00 92.08 0.05 0.28 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 166 L-M-GTS-12-P 192.36 93.05 0.00 92.41 0.05 0.64 0.3300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 167 L-M-GTS-13-P 81.34 93.34 0.00 93.10 0.05 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 168 L-M-GTS-14-P 23.31 93.46 0.00 93.39 0.05 0.07 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 169 L-M-M-03-P 155.72 65.33 0.00 63.77 0.05 1.56 1.0000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 170 L-M-M-04-P 210.68 66.98 0.00 65.38 0.05 1.60 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 171 L-M-M-05-P 83.68 67.65 0.00 67.01 0.03 0.64 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 172 L-M-M-06-P 151.88 68.39 0.00 67.86 0.21 0.53 0.3500 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 173 L-M-M-07-P 105.56 68.88 0.07 68.44 0.05 0.44 0.4200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 174 L-M-M-08-P 158.20 69.56 0.00 68.81 0.00 0.75 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 175 L-M-M-09-P 83.36 69.95 0.00 69.65 0.09 0.30 0.3600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 176 L-M-M-10-P 97.09 70.34 0.00 70.04 0.09 0.30 0.3100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 177 L-M-M-11-P 91.96 70.83 0.00 70.36 0.02 0.47 0.5100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 178 L-M-M-12-P 290.47 72.04 2.21 70.88 0.05 1.16 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 179 L-M-MRW-01-P 24.20 109.19 0.16 109.03 0.19 0.16 0.6600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 180 L-M-MRW-02-P 157.90 111.03 0.00 109.29 0.26 1.74 1.1000 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1

Extended Bypass Model - 100-Year Event

Appendix B Page 91 of 157

Page 105: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

81 L-M-MRW-03-P 185.40 112.75 0.00 111.24 0.21 1.51 0.8100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 182 L-M-MRW-04-P 179.40 120.68 0.00 112.85 0.10 7.83 4.3600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 183 L-M-MRW-05-P 219.90 122.32 0.00 120.79 0.11 1.53 0.7000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 184 L-M-MRW-06A-P 219.20 123.99 0.00 122.41 0.09 1.58 0.7200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 185 L-M-MRW-07-P 208.61 124.69 0.00 124.07 0.08 0.62 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 186 L-M-MRW-08-P 212.40 125.38 0.00 124.75 0.06 0.63 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 187 L-M-MRW-09-P 190.50 125.99 0.01 125.38 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 188 L-M-MRW-10-P 190.50 126.59 0.00 125.98 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 189 L-M-MRW-11-P 210.00 127.34 0.00 126.64 0.05 0.70 0.3300 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 190 L-M-MRW-12-P 298.70 128.22 0.00 127.39 0.05 0.83 0.2800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 191 L-M-MRW-13-P 143.60 128.70 0.00 128.24 0.02 0.46 0.3200 CIRCULAR 18.000 18.000 0.0120 0.5000 1.0000 0.0000 0.00 192 L-M-MRW-14-P 80.60 128.98 0.00 128.74 0.04 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.8000 0.0000 0.00 193 L-M-MRW-15-P 159.20 129.51 0.00 129.04 0.06 0.47 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 194 L-M-MRW-16-P 179.80 130.08 0.00 129.56 0.05 0.52 0.2900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 195 L-M-MRW-17-P 190.00 130.73 0.00 130.14 0.06 0.59 0.3100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 196 L-M-MRW-18-P 62.00 130.93 0.00 130.76 0.03 0.17 0.2700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 197 L-M-MRW-19-P 29.80 131.08 0.08 131.01 0.08 0.07 0.2300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 198 L-M-MRW-21-P 204.87 168.94 0.00 132.83 0.00 36.11 17.6300 CIRCULAR 12.000 12.000 0.0240 0.5000 1.0000 0.0000 0.00 199 L-M-MRW-22-P 62.59 170.92 0.00 169.04 0.10 1.88 3.0000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.5000 0.0000 0.00 1

100 L-M-NE-01-P 148.00 94.87 0.00 93.59 0.13 1.28 0.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 1101 L-M-NE-02-P 135.00 95.75 0.00 94.92 0.05 0.83 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1102 L-M-NE-03-P 13.07 95.92 0.00 95.85 0.10 0.07 0.5400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1103 L-M-NE-04-P 128.47 96.80 0.00 96.02 0.10 0.78 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 1104 L-M-NE-05-P 160.18 98.53 0.00 96.90 0.10 1.63 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1105 L-M-NE-06-P 109.25 99.73 0.00 98.62 0.09 1.11 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1106 L-M-NE-07-P 105.84 100.94 0.00 99.82 0.09 1.12 1.0600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1107 L-M-NE-08-P 106.34 102.08 0.00 101.04 0.10 1.04 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1108 L-M-NE-09-P 66.71 102.78 0.00 102.18 0.10 0.60 0.9000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1109 L-M-NE-10-P 71.90 103.34 0.00 102.88 0.10 0.46 0.6400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1110 L-M-NE-11-P 33.00 103.91 0.00 103.43 0.09 0.48 1.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 1111 L-M-NE-12-P 263.07 107.69 0.00 104.01 0.10 3.68 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1112 L-M-NE-13-P 216.36 110.78 0.00 107.75 0.06 3.03 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 1113 L-M-NE-14-P 99.40 112.27 0.00 110.88 0.10 1.39 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1114 L-M-NE-15-P 140.42 114.34 0.00 112.37 0.10 1.97 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1115 L-M-NE-16-P 107.98 115.95 0.00 114.44 0.10 1.51 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1116 L-M-NE-17-P 105.84 117.53 0.00 116.05 0.10 1.48 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1117 L-M-NE-18-P 145.42 118.80 0.00 117.63 0.10 1.17 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1118 L-M-NE-19-P 13.07 118.96 0.00 118.90 0.10 0.06 0.4600 CIRCULAR 12.000 12.000 0.0120 0.7000 0.9000 0.0000 0.00 1119 L-M-NE-20-P 119.59 119.66 0.00 119.06 0.10 0.60 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1120 L-M-NE-21-P 112.30 120.32 0.00 119.76 0.10 0.56 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 1121 L-M-NE-22-P 246.00 121.65 3.43 120.42 0.10 1.23 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1122 L-M-WG-01-P 27.52 111.40 0.00 111.26 0.23 0.14 0.5100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 1123 L-M-WG-02-P 36.55 111.67 0.00 111.49 0.09 0.18 0.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1124 L-M-WG-03-P 143.54 114.19 0.00 111.77 0.10 2.42 1.6900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1125 L-M-WG-04-P 175.82 117.42 0.00 114.29 0.10 3.13 1.7800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1126 L-M-WPD-01-P 111.35 77.53 0.00 76.53 2.16 1.00 0.9000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1127 L-M-WPD-02-P 215.30 78.64 0.00 77.57 0.04 1.07 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 1128 L-M-WPD-03-P 106.13 79.24 0.00 78.72 0.08 0.52 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 1129 L-M-WPD-04-P 172.44 80.17 0.00 79.28 0.04 0.89 0.5200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1130 L-M-WPD-05-P 173.05 81.07 0.00 80.27 0.10 0.80 0.4600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1131 L-M-WPD-06-P 155.60 81.87 0.00 81.11 0.04 0.76 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1132 L-M-WPD-07-P 151.73 84.03 0.00 82.19 0.32 1.84 1.2100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1133 L-M-WPD-08-P 173.85 86.50 0.00 84.09 0.06 2.41 1.3900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1134 L-M-WPD-09-P 114.44 92.33 0.00 90.06 3.56 2.27 1.9800 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1135 L-M-WPD-10-P 143.32 95.22 0.00 92.37 0.04 2.85 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1136 L-M-WPD-11-P 253.06 100.36 0.00 95.29 0.07 5.07 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1137 L-M-WPD-12-P 195.06 104.33 0.00 100.44 0.08 3.89 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1138 L-M-WPD-13-P 223.08 108.84 0.00 104.38 0.05 4.46 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1139 L-M-WPD-14-P 115.42 111.25 0.00 108.95 0.11 2.30 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1140 L-M-WPD-15-P 251.54 116.36 0.00 111.31 0.06 5.05 2.0100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1141 L-M-WPD-16-P 143.28 119.26 0.00 116.45 0.09 2.81 1.9600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1142 L-M-WPD-17-P 153.77 122.28 0.00 119.31 0.05 2.97 1.9300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1143 L-M-WPD-18-P 261.40 129.04 0.00 122.41 0.13 6.63 2.5400 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1144 L-M-WPD-19-P 98.04 130.05 0.00 129.58 0.54 0.47 0.4800 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1145 L-M-WPD-20-P 67.15 130.09 0.00 130.07 0.02 0.02 0.0300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 1146 L-M-WPD-21-P 143.68 131.05 0.00 130.45 0.36 0.60 0.4200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1147 L-M-WPD-22-P 70.39 131.40 0.00 131.14 0.09 0.26 0.3700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1148 L-M-WPD-23-P 60.69 139.63 0.00 136.00 4.60 3.63 5.9800 CIRCULAR 18.000 18.000 0.0240 0.5000 0.8000 0.0000 0.00 1149 L-M-WPD-25-P 173.48 154.26 0.00 153.39 0.00 0.87 0.5000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.0000 0.0000 0.00 1

Extended Bypass Model - 100-Year Event

Appendix B Page 92 of 157

Page 106: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-L-EB-01-P 12.38 0 12:17 11737.23 0.00 4.49 0.47 5.41 0.23 0.00 0.94 Calculated2 L-M-B-02-P 40.19 0 14:40 18.08 2.22 14.43 0.22 1.88 1.00 1326.00 0.01 SURCHARGED3 L-M-B-03-P 40.19 0 14:40 35.49 1.13 14.43 0.54 1.88 1.00 642.00 0.45 SURCHARGED4 L-M-B-04-P 40.19 0 14:40 42.23 0.95 14.43 0.35 1.88 1.00 620.00 1.51 SURCHARGED5 L-M-B-05-P 40.19 0 14:40 49.28 0.82 16.90 0.23 1.88 1.00 605.00 1.80 SURCHARGED6 L-M-BBC-04-P 6.29 0 12:25 5.13 1.23 8.01 0.60 1.00 1.00 59.00 1.61 SURCHARGED7 L-M-BBN-01-P 5.71 0 12:10 2.45 2.33 7.27 0.14 1.00 1.00 99.00 0.65 SURCHARGED8 L-M-BBN-02-P 5.77 0 12:09 5.22 1.11 7.35 0.34 1.00 1.00 97.00 0.97 SURCHARGED9 L-M-BBN-03-P 5.94 0 12:07 2.74 2.17 7.56 0.42 1.00 1.00 96.00 0.79 SURCHARGED

10 L-M-BBN-04-P 6.34 0 12:05 2.58 2.46 8.07 0.18 1.00 1.00 123.00 0.70 SURCHARGED11 L-M-BBN-05-P 5.85 0 12:01 2.73 2.14 7.45 0.54 1.00 1.00 136.00 0.74 SURCHARGED12 L-M-EB-01-P 46.28 0 12:12 202.15 0.23 17.09 0.05 3.50 1.00 377.00 1.47 SURCHARGED13 L-M-EB-02-P 96.10 0 12:12 124.89 0.77 7.65 0.31 4.00 1.00 509.00 0.49 SURCHARGED14 L-M-EB-03-P 96.13 0 12:12 117.55 0.82 7.65 0.23 4.00 1.00 494.00 0.59 SURCHARGED15 L-M-EB-04-P 96.12 0 12:12 117.60 0.82 7.65 0.51 4.00 1.00 454.00 0.63 SURCHARGED16 L-M-EB-05-P 96.12 0 12:12 117.53 0.82 7.65 0.54 4.00 1.00 408.00 0.69 SURCHARGED17 L-M-EB-06-P 96.13 0 12:12 117.55 0.82 7.65 0.45 4.00 1.00 359.00 0.72 SURCHARGED18 L-M-EB-07-P 88.94 0 12:13 117.26 0.76 7.08 0.47 4.00 1.00 317.00 0.74 SURCHARGED19 L-M-EB-08-P 88.93 0 12:13 117.48 0.76 7.08 0.45 4.00 1.00 248.00 0.77 SURCHARGED20 L-M-EB-09-P 86.40 0 12:09 117.49 0.74 6.88 0.46 4.00 1.00 163.00 0.80 SURCHARGED21 L-M-EB-10-P 85.87 0 12:08 117.47 0.73 6.93 0.22 4.00 1.00 115.00 0.80 SURCHARGED22 L-M-EB-11-P 85.76 0 12:08 117.11 0.73 6.82 0.27 4.00 1.00 112.00 0.79 SURCHARGED23 L-M-EB-12-P 86.02 0 12:27 118.31 0.73 6.85 0.21 4.00 1.00 111.00 0.79 SURCHARGED24 L-M-EB-13-P 86.01 0 12:28 117.51 0.73 6.84 0.54 4.00 1.00 108.00 0.88 SURCHARGED25 L-M-EB-14-P 86.01 0 12:27 117.32 0.73 6.84 0.48 4.00 1.00 106.00 0.97 SURCHARGED26 L-M-EB-15-P 86.01 0 12:27 118.00 0.73 6.84 0.22 4.00 1.00 106.00 0.91 SURCHARGED27 L-M-EB-16-P 86.01 0 12:27 117.29 0.73 6.84 0.27 4.00 1.00 105.00 0.86 SURCHARGED28 L-M-EB-17-P 60.20 0 12:11 77.21 0.78 6.65 0.03 3.50 1.00 62.00 0.72 SURCHARGED29 L-M-EB-18-P 60.18 0 12:11 77.41 0.78 6.26 0.37 3.50 1.00 86.00 0.69 SURCHARGED30 L-M-EB-19-P 60.18 0 12:11 50.90 1.18 8.51 0.57 3.00 1.00 105.00 0.92 SURCHARGED31 L-M-EB-20-P 60.18 0 12:11 50.86 1.18 8.51 0.38 3.00 1.00 106.00 0.91 SURCHARGED32 L-M-EB-21-P 25.15 0 12:11 30.22 0.83 5.12 0.04 2.50 1.00 113.00 0.59 SURCHARGED33 L-M-EB-22-P 38.57 0 12:08 48.32 0.80 7.86 0.37 2.50 1.00 108.00 0.52 SURCHARGED34 L-M-EB-23-P 38.56 0 12:08 26.39 1.46 7.86 0.35 2.50 1.00 108.00 0.94 SURCHARGED35 L-M-EB-24-P 17.50 0 13:26 82.39 0.21 3.57 0.11 2.50 1.00 114.00 0.33 SURCHARGED36 L-M-EB-25-P 36.75 0 12:09 46.51 0.79 7.49 0.39 2.50 1.00 106.00 1.39 SURCHARGED37 L-M-EB-26-P 36.75 0 12:09 47.76 0.77 7.82 0.33 2.50 1.00 95.00 1.25 SURCHARGED38 L-M-EB-27-P 10.19 0 12:03 20.04 0.51 2.54 0.32 2.50 1.00 95.00 0.23 SURCHARGED39 L-M-EB-28-P 40.67 0 12:13 73.29 0.55 8.38 0.42 2.50 1.00 33.00 1.55 SURCHARGED40 L-M-EB-29-P 40.67 0 12:13 67.98 0.60 11.43 0.35 2.50 1.00 7.00 2.18 SURCHARGED41 L-M-EB-30-P 40.67 0 12:13 64.70 0.63 11.49 0.39 2.21 0.95 0.00 2.01 Calculated42 L-M-EB-31-P 42.48 0 12:12 68.86 0.62 11.92 0.32 1.79 0.76 0.00 2.06 Calculated43 L-M-EB-32-P 40.19 0 15:04 99.29 0.40 6.35 0.37 4.00 1.00 531.00 0.61 SURCHARGED44 L-M-F-01-P 5.78 0 12:17 7.66 0.76 7.36 0.07 1.00 1.00 330.00 0.85 SURCHARGED45 L-M-F-02-P 5.60 0 12:10 4.40 1.27 7.13 0.06 1.00 1.00 304.00 0.91 SURCHARGED46 L-M-F-03-P 5.71 0 12:08 3.39 1.69 7.27 0.04 1.00 1.00 289.00 0.68 SURCHARGED47 L-M-F-04-P 5.87 0 12:07 3.83 1.53 7.48 0.10 1.00 1.00 248.00 0.83 SURCHARGED48 L-M-GTN-01-P 4.09 0 13:43 2.43 1.68 5.38 0.24 1.00 1.00 100.00 0.67 SURCHARGED49 L-M-GTN-02-P 4.09 0 13:43 2.44 1.68 5.21 0.24 1.00 1.00 246.00 0.52 SURCHARGED50 L-M-GTN-03-P 4.09 0 13:43 2.44 1.67 5.20 0.56 1.00 1.00 254.00 0.57 SURCHARGED51 L-M-GTN-04-P 4.09 0 13:43 2.44 1.67 5.20 0.67 1.00 1.00 254.00 0.57 SURCHARGED52 L-M-GTN-05-P 6.90 0 12:09 2.45 2.81 8.78 0.21 1.00 1.00 383.00 0.51 SURCHARGED53 L-M-GTN-06-P 1.67 0 11:37 3.45 0.48 2.53 1.48 1.00 1.00 348.00 0.51 SURCHARGED54 L-M-GTN-07-P 1.67 0 11:37 3.44 0.49 4.05 0.49 1.00 1.00 339.00 0.78 SURCHARGED55 L-M-GTN-08-P 1.71 0 11:39 1.78 0.96 2.94 0.69 1.00 1.00 332.00 0.47 SURCHARGED56 L-M-GTS-01-P 23.48 0 13:33 17.37 1.35 7.47 0.55 2.00 1.00 114.00 0.79 SURCHARGED57 L-M-GTS-02-P 28.71 0 12:09 16.84 1.71 9.14 0.15 2.00 1.00 113.00 0.80 SURCHARGED58 L-M-GTS-03-P 11.50 0 13:47 8.80 1.31 6.51 0.13 1.50 1.00 112.00 0.82 SURCHARGED59 L-M-GTS-04-P 8.18 0 13:52 10.17 0.80 4.86 0.96 1.50 1.00 108.00 0.87 SURCHARGED60 L-M-GTS-05-P 7.74 0 13:50 10.80 0.72 5.80 0.40 1.50 1.00 106.00 1.12 SURCHARGED61 L-M-GTS-06-P 7.50 0 13:49 10.34 0.73 5.09 0.15 1.50 1.00 105.00 0.97 SURCHARGED62 L-M-GTS-07-P 7.46 0 13:49 11.24 0.66 5.37 0.49 1.50 1.00 102.00 1.14 SURCHARGED63 L-M-GTS-08-P 6.49 0 13:50 6.21 1.05 4.15 0.99 1.50 1.00 102.00 0.69 SURCHARGED64 L-M-GTS-09-P 6.42 0 13:51 6.22 1.03 3.65 0.34 1.50 1.00 102.00 0.60 SURCHARGED65 L-M-GTS-10-P 6.42 0 13:51 6.27 1.02 3.63 0.42 1.50 1.00 170.00 0.55 SURCHARGED66 L-M-GTS-12-P 6.42 0 13:52 6.56 0.98 3.63 0.88 1.50 1.00 298.00 0.57 SURCHARGED67 L-M-GTS-13-P 6.42 0 13:52 6.18 1.04 3.63 0.37 1.50 1.00 298.00 0.56 SURCHARGED68 L-M-GTS-14-P 6.42 0 13:51 6.24 1.03 3.63 0.11 1.50 1.00 300.00 0.50 SURCHARGED69 L-M-M-03-P 27.44 0 12:13 24.53 1.12 8.89 0.29 2.00 1.00 385.00 0.80 SURCHARGED70 L-M-M-04-P 27.75 0 12:12 21.36 1.30 8.83 0.40 2.00 1.00 341.00 0.74 SURCHARGED71 L-M-M-05-P 15.95 0 12:31 21.43 0.74 5.08 0.27 2.00 1.00 302.00 0.54 SURCHARGED72 L-M-M-06-P 15.95 0 12:31 14.48 1.10 5.08 0.50 2.00 1.00 248.00 0.57 SURCHARGED73 L-M-M-07-P 15.95 0 12:31 15.82 1.01 5.08 0.35 2.00 1.00 201.00 0.61 SURCHARGED74 L-M-M-08-P 16.22 0 12:07 16.87 0.96 5.16 0.51 2.00 1.00 166.00 0.42 SURCHARGED75 L-M-M-09-P 14.36 0 12:33 14.70 0.98 4.57 0.30 2.00 1.00 144.00 0.61 SURCHARGED76 L-M-M-10-P 14.36 0 12:33 13.62 1.05 4.57 0.35 2.00 1.00 131.00 0.61 SURCHARGED77 L-M-M-11-P 14.36 0 12:33 17.52 0.82 4.57 0.34 2.00 1.00 119.00 0.70 SURCHARGED78 L-M-M-12-P 14.02 0 12:33 15.49 0.91 4.46 1.09 2.00 1.00 111.00 0.08 SURCHARGED79 L-M-MRW-01-P 11.22 0 12:12 9.25 1.21 6.35 0.06 1.50 1.00 1.00 0.86 SURCHARGED80 L-M-MRW-02-P 18.07 0 12:12 11.95 1.51 10.23 0.26 1.50 1.00 96.00 1.13 SURCHARGED81 L-M-MRW-03-P 15.47 0 12:31 10.27 1.51 8.76 0.35 1.50 1.00 162.00 0.93 SURCHARGED

Extended Bypass Model - 100-Year Event

Appendix B Page 93 of 157

Page 107: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

82 L-M-MRW-04-P 15.47 0 12:31 23.77 0.65 8.76 0.34 1.50 1.00 113.00 1.72 SURCHARGED83 L-M-MRW-05-P 15.47 0 12:31 9.49 1.63 8.76 0.42 1.50 1.00 112.00 0.91 SURCHARGED84 L-M-MRW-06A-P 15.47 0 12:32 9.66 1.60 8.76 0.42 1.50 1.00 189.00 0.86 SURCHARGED85 L-M-MRW-07-P 14.98 0 13:39 13.36 1.12 4.77 0.73 2.00 1.00 1233.00 0.01 SURCHARGED86 L-M-MRW-08-P 9.74 0 13:41 13.35 0.73 3.10 1.14 2.00 1.00 1201.00 0.03 SURCHARGED87 L-M-MRW-09-P 9.51 0 13:41 13.87 0.69 3.03 1.05 2.00 1.00 1179.00 0.07 SURCHARGED88 L-M-MRW-10-P 9.43 0 13:41 13.87 0.68 3.00 1.06 2.00 1.00 1159.00 0.08 SURCHARGED89 L-M-MRW-11-P 9.05 0 13:41 14.15 0.64 2.88 1.22 2.00 1.00 1117.00 0.10 SURCHARGED90 L-M-MRW-12-P 7.24 0 13:43 12.92 0.56 2.30 2.16 2.00 1.00 1011.00 0.11 SURCHARGED91 L-M-MRW-13-P 7.35 0 13:43 6.44 1.14 4.16 0.58 1.50 1.00 1015.00 0.12 SURCHARGED92 L-M-MRW-14-P 7.35 0 13:43 6.21 1.18 4.16 0.32 1.50 1.00 974.00 0.13 SURCHARGED93 L-M-MRW-15-P 6.85 0 13:43 6.18 1.11 3.88 0.68 1.50 1.00 481.00 0.05 SURCHARGED94 L-M-MRW-16-P 6.86 0 13:43 6.12 1.12 3.88 0.77 1.50 1.00 437.00 0.09 SURCHARGED95 L-M-MRW-17-P 6.86 0 13:43 6.34 1.08 3.88 0.82 1.50 1.00 416.00 0.14 SURCHARGED96 L-M-MRW-18-P 6.59 0 13:45 2.02 3.26 8.40 0.12 1.00 1.00 431.00 0.28 SURCHARGED97 L-M-MRW-19-P 4.46 0 14:16 1.87 2.39 5.68 0.09 1.00 1.00 433.00 0.26 SURCHARGED98 L-M-MRW-21-P 5.32 0 12:13 8.10 0.66 7.95 0.43 0.80 0.80 0.00 0.15 Calculated99 L-M-MRW-22-P 5.32 0 12:13 3.34 1.59 6.86 0.15 0.96 0.96 0.00 1.06 > CAPACITY

100 L-M-NE-01-P 5.39 0 14:50 3.59 1.50 6.87 0.36 1.00 1.00 321.00 0.78 SURCHARGED101 L-M-NE-02-P 5.39 0 14:50 3.03 1.78 6.87 0.33 1.00 1.00 371.00 0.63 SURCHARGED102 L-M-NE-03-P 3.24 0 17:03 2.82 1.15 4.12 0.05 1.00 1.00 386.00 0.48 SURCHARGED103 L-M-NE-04-P 3.22 0 12:02 3.01 1.07 4.09 0.52 1.00 1.00 375.00 0.59 SURCHARGED104 L-M-NE-05-P 3.47 0 12:02 3.89 0.89 4.51 0.59 1.00 1.00 355.00 0.86 SURCHARGED105 L-M-NE-06-P 3.51 0 12:00 3.89 0.90 4.86 0.37 1.00 1.00 346.00 0.86 SURCHARGED106 L-M-NE-07-P 3.62 0 11:59 3.97 0.91 5.00 0.35 1.00 1.00 337.00 0.88 SURCHARGED107 L-M-NE-08-P 3.76 0 11:58 3.82 0.98 4.89 0.36 1.00 1.00 289.00 0.86 SURCHARGED108 L-M-NE-09-P 3.93 0 11:55 3.66 1.07 5.01 0.22 1.00 1.00 236.00 0.83 SURCHARGED109 L-M-NE-10-P 4.18 0 11:54 3.09 1.36 5.33 0.22 1.00 1.00 222.00 0.73 SURCHARGED110 L-M-NE-11-P 2.88 0 11:54 4.65 0.62 3.67 0.15 1.00 1.00 211.00 0.80 SURCHARGED111 L-M-NE-12-P 5.17 0 12:45 4.57 1.13 6.58 0.67 1.00 1.00 170.00 1.23 SURCHARGED112 L-M-NE-13-P 3.39 0 12:14 4.57 0.74 4.32 0.83 1.00 1.00 151.00 0.96 SURCHARGED113 L-M-NE-14-P 3.99 0 12:11 4.56 0.87 5.16 0.32 1.00 1.00 147.00 1.25 SURCHARGED114 L-M-NE-15-P 4.11 0 12:09 4.57 0.90 5.45 0.43 1.00 1.00 76.00 1.29 SURCHARGED115 L-M-NE-16-P 4.52 0 12:08 4.56 0.99 5.75 0.31 1.00 1.00 53.00 1.36 SURCHARGED116 L-M-NE-17-P 4.82 0 12:07 4.56 1.06 6.14 0.29 1.00 1.00 47.00 1.40 SURCHARGED117 L-M-NE-18-P 5.37 0 12:05 3.46 1.55 6.84 0.35 1.00 1.00 44.00 1.08 SURCHARGED118 L-M-NE-19-P 1.87 0 12:05 2.62 0.71 2.38 0.09 1.00 1.00 45.00 0.67 SURCHARGED119 L-M-NE-20-P 3.74 0 12:12 2.73 1.37 4.77 0.42 1.00 1.00 40.00 0.85 SURCHARGED120 L-M-NE-21-P 3.74 0 12:12 2.73 1.37 4.77 0.39 1.00 1.00 36.00 0.84 SURCHARGED121 L-M-NE-22-P 3.74 0 12:12 2.73 1.37 4.77 0.86 1.00 1.00 31.00 0.86 SURCHARGED122 L-M-WG-01-P 2.01 0 13:49 2.75 0.73 2.56 0.18 1.00 1.00 227.00 0.38 SURCHARGED123 L-M-WG-02-P 3.66 0 12:07 2.71 1.35 4.66 0.13 1.00 1.00 190.00 0.53 SURCHARGED124 L-M-WG-03-P 4.87 0 12:08 5.01 0.97 6.20 0.39 1.00 1.00 117.00 1.13 SURCHARGED125 L-M-WG-04-P 5.12 0 12:04 5.15 0.99 6.52 0.45 1.00 1.00 39.00 1.53 SURCHARGED126 L-M-WPD-01-P 24.70 0 12:13 23.22 1.06 7.86 0.24 2.00 1.00 105.00 1.02 SURCHARGED127 L-M-WPD-02-P 25.76 0 12:11 17.28 1.49 8.20 0.44 2.00 1.00 111.00 0.81 SURCHARGED128 L-M-WPD-03-P 17.58 0 12:50 17.15 1.02 5.60 0.32 2.00 1.00 117.00 0.72 SURCHARGED129 L-M-WPD-04-P 18.56 0 12:07 17.61 1.05 5.91 0.49 2.00 1.00 122.00 0.70 SURCHARGED130 L-M-WPD-05-P 21.27 0 12:54 16.66 1.28 6.77 0.43 2.00 1.00 120.00 0.70 SURCHARGED131 L-M-WPD-06-P 22.19 0 12:07 17.13 1.30 7.06 0.37 2.00 1.00 199.00 0.58 SURCHARGED132 L-M-WPD-07-P 21.16 0 12:09 26.99 0.78 6.74 0.38 2.00 1.00 115.00 0.70 SURCHARGED133 L-M-WPD-08-P 21.78 0 12:11 28.86 0.75 7.67 0.38 2.00 1.00 100.00 1.45 SURCHARGED134 L-M-WPD-09-P 13.11 0 12:05 16.03 0.82 8.12 0.23 1.50 1.00 49.00 1.72 SURCHARGED135 L-M-WPD-10-P 13.24 0 12:04 16.05 0.83 7.98 0.30 1.50 1.00 44.00 1.76 SURCHARGED136 L-M-WPD-11-P 13.88 0 12:05 16.11 0.86 8.90 0.47 1.50 1.00 34.00 1.86 SURCHARGED137 L-M-WPD-12-P 14.39 0 12:08 16.07 0.90 8.91 0.36 1.50 1.00 30.00 1.83 SURCHARGED138 L-M-WPD-13-P 14.80 0 12:06 16.09 0.92 8.79 0.42 1.50 1.00 17.00 1.85 SURCHARGED139 L-M-WPD-14-P 12.50 0 12:15 16.06 0.78 7.07 0.27 1.50 1.00 12.00 1.46 SURCHARGED140 L-M-WPD-15-P 12.28 0 12:14 16.12 0.76 8.58 0.49 1.30 0.89 0.00 1.85 Calculated141 L-M-WPD-16-P 12.25 0 12:14 15.94 0.77 8.83 0.27 1.09 0.76 0.00 1.81 Calculated142 L-M-WPD-17-P 12.25 0 12:14 15.82 0.77 8.33 0.31 1.14 0.78 0.00 1.80 Calculated143 L-M-WPD-18-P 12.25 0 12:13 18.12 0.68 9.55 0.46 1.00 0.68 0.00 2.06 Calculated144 L-M-WPD-19-P 12.25 0 12:13 7.88 1.55 7.10 0.23 1.40 0.94 0.00 0.89 > CAPACITY145 L-M-WPD-20-P 12.25 0 12:13 1.96 6.24 6.93 0.16 1.50 1.00 24.00 0.53 SURCHARGED146 L-M-WPD-21-P 12.25 0 12:13 7.35 1.67 6.93 0.35 1.50 1.00 28.00 0.84 SURCHARGED147 L-M-WPD-22-P 8.99 0 12:21 6.92 1.30 5.09 0.23 1.50 1.00 29.00 0.77 SURCHARGED148 L-M-WPD-23-P 8.67 0 12:18 13.92 0.62 7.44 0.14 1.19 0.79 0.00 1.57 Calculated149 L-M-WPD-25-P 3.27 0 12:02 1.37 2.40 4.79 0.60 0.83 0.83 0.00 0.49 > CAPACITY

Extended Bypass Model - 100-Year Event

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Storage Nodes

Storage Node : ST-M-EB-01-PD

Input Data

59.0071.0012.0059.000.000.000.00

Infiltration/Exfiltration

0.0000

Storage Area Volume CurvesStorage Curve : FullBypass

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 26208 0.0001 27955.2 27081.602 29702.4 55910.403 31449.6 86486.404 33196.8 118809.605 34944 152880.006 37564.8 189134.407 40185.6 228009.608 42806.4 269505.609 45427.2 313622.40

10 48921.6 360796.8011 52416 411465.6012 55910.4 465628.80

Evaporation Loss ........................................................

Exfiltration Rate (in/hr) ................................................

Invert Elevation (ft) .....................................................Max (Rim) Elevation (ft) ..............................................Max (Rim) Offset (ft) ...................................................Initial Water Elevation (ft) ...........................................Initial Water Depth (ft) ................................................Ponded Area (ft²) ........................................................

Extended Bypass Model - 100-Year Event

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Extended Bypass Model - 100-Year Event

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Storage Node : ST-M-EB-01-PD (continued)

Output Summary Results

142.220.0040.490.0070.9911.9963.374.370 14:400.000000.00

Total Flooded Volume (ac-in) .....................................Total Time Flooded (min) ...........................................Total Retention Time (sec) .........................................

Max HGL Elevation Attained (ft) .................................Max HGL Depth Attained (ft) ......................................Average HGL Elevation Attained (ft) ..........................Average HGL Depth Attained (ft) ...............................Time of Max HGL Occurrence (days hh:mm) ............Total Exfiltration Volume (1000-ft³) ............................

Peak Inflow (cfs) .........................................................Peak Lateral Inflow (cfs) .............................................Peak Outflow (cfs) ......................................................Peak Exfiltration Flow Rate (cfm) ...............................

Extended Bypass Model - 100-Year Event

Appendix B Page 97 of 157

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Storage Node : ST-M-HW-01-CH

Input Data

97.86106.028.1697.860.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Heather Woods Chambers

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0.000 252.4500 0.0000.083 252.4500 20.950.167 252.4500 42.160.250 252.4500 63.110.333 252.4500 84.060.417 252.4500 105.270.500 252.4500 126.220.583 252.4500 147.170.667 252.4500 168.380.750 252.4500 189.330.833 252.4500 210.280.917 252.4500 231.491.000 252.450 252.441.001 522.7500 252.831.167 521.5288 339.511.250 518.9222 382.691.333 516.0818 425.641.417 513.3819 468.881.500 510.0913 511.351.583 506.4254 553.541.667 502.7569 595.931.750 498.4643 637.481.833 494.1899 678.681.917 489.1722 719.982.000 484.1642 760.372.083 479.5020 800.362.167 473.1143 840.372.250 467.0084 879.392.333 460.4705 917.882.417 453.4651 956.272.500 446.1268 993.602.583 439.0766 1030.342.667 430.4318 1066.862.750 418.3034 1102.082.833 407.3668 1136.352.917 396.9421 1170.133.000 383.9705 1202.543.083 368.8122 1233.783.167 350.5797 1263.993.250 326.3752 1292.083.333 286.9598 1317.533.417 272.3913 1341.023.500 258.5700 1363.053.583 252.4500 1384.263.667 252.4500 1405.473.750 252.4500 1426.423.833 252.4500 1447.373.917 252.4500 1468.584.000 252.4500 1489.534.001 0 1489.668.16 0 1489.66

Initial Water Elevation (ft) ...........................................Initial Water Depth (ft) ................................................Ponded Area (ft²) ........................................................Evaporation Loss ........................................................

Exfiltration Rate (in/hr) ................................................

Invert Elevation (ft) .....................................................Max (Rim) Elevation (ft) ..............................................Max (Rim) Offset (ft) ...................................................

Extended Bypass Model - 100-Year Event

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Extended Bypass Model - 100-Year Event

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Storage Node : ST-M-HW-01-CH (continued)

Output Summary Results

10.5710.579.681.75105.347.48104.406.540 12:124.073000.00

Average HGL Depth Attained (ft) ...............................Time of Max HGL Occurrence (days hh:mm) ............Total Exfiltration Volume (1000-ft³) ............................Total Flooded Volume (ac-in) .....................................Total Time Flooded (min) ...........................................Total Retention Time (sec) .........................................

Peak Lateral Inflow (cfs) .............................................Peak Outflow (cfs) ......................................................Peak Exfiltration Flow Rate (cfm) ...............................Max HGL Elevation Attained (ft) .................................Max HGL Depth Attained (ft) ......................................Average HGL Elevation Attained (ft) ..........................

Peak Inflow (cfs) .........................................................

Extended Bypass Model - 100-Year Event

Appendix B Page 100 of 157

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Storage Node : ST-M-MRW-19-PD

Input Data

131.00136.005.00131.000.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Park Way Circle Pond

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 129 0.0001 641 385.002 5079 3245.003 19943 15756.004 29298 40376.505 42218 76134.50

Evaporation Loss ........................................................

Exfiltration Rate (in/hr) ................................................

Invert Elevation (ft) .....................................................Max (Rim) Elevation (ft) ..............................................Max (Rim) Offset (ft) ...................................................Initial Water Elevation (ft) ...........................................Initial Water Depth (ft) ................................................Ponded Area (ft²) ........................................................

Extended Bypass Model - 100-Year Event

Appendix B Page 101 of 157

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Extended Bypass Model - 100-Year Event

Appendix B Page 102 of 157

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Storage Node : ST-M-MRW-19-PD (continued)

Output Summary Results

21.6313.084.46141.25136.005132.441.440 14:1059.578000.00

Total Flooded Volume (ac-in) .....................................Total Time Flooded (min) ...........................................Total Retention Time (sec) .........................................

Max HGL Elevation Attained (ft) .................................Max HGL Depth Attained (ft) ......................................Average HGL Elevation Attained (ft) ..........................Average HGL Depth Attained (ft) ...............................Time of Max HGL Occurrence (days hh:mm) ............Total Exfiltration Volume (1000-ft³) ............................

Peak Inflow (cfs) .........................................................Peak Lateral Inflow (cfs) .............................................Peak Outflow (cfs) ......................................................Peak Exfiltration Flow Rate (cfm) ...............................

Extended Bypass Model - 100-Year Event

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Project DescriptionShortenedBypass-10yr.SPF

Project OptionsCFSElevationEPA SWMMHortonHydrodynamicYESYES

Analysis OptionsJan 01, 2018 00:00:00Jan 03, 2018 00:00:00Jan 01, 2018 00:00:000 days0 01:00:00 days hh:mm:ss0 00:01:00 days hh:mm:ss0 00:06:00 days hh:mm:ss10 seconds

Number of ElementsQty141143139100320260140011000

Rainfall DetailsSN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall

ID Source ID Type Units Period Depth Distribution(years) (inches)

1 Rain Gage Time Series 10-year Cumulative inches 0.00

Weirs ................................................. Outlets ...............................................Pollutants ...................................................Land Uses ..................................................

Storage Nodes ..................................Links........................................................... Channels ........................................... Pipes ................................................. Pumps ............................................... Orifices ..............................................

Subbasins...................................................Nodes......................................................... Junctions ........................................... Outfalls .............................................. Flow Diversions ................................. Inlets ..................................................

Antecedent Dry Days .................................Runoff (Dry Weather) Time Step ...............Runoff (Wet Weather) Time Step ..............Reporting Time Step ..................................Routing Time Step .....................................

Rain Gages ................................................

Link Routing Method ..................................Enable Overflow Ponding at Nodes ...........Skip Steady State Analysis Time Periods ..

Start Analysis On .......................................End Analysis On ........................................Start Reporting On .....................................

Version: 2019 DSR

Flow Units ..................................................Elevation Type ...........................................Hydrology Method ......................................EPA SWMM Infiltration Method .................

File Name ..................................................Description .................................................

Project: Westpark (MOA)

Model: Shortened Bypass Alternative

By: AWR Engineering

Shortened Bypass Model - 10-Year Event

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Subbasin SummarySN Subbasin Area Impervious Average Equivalent Impervious Pervious Total Total Total Total Peak Time of

ID Area Slope Width Area Area Rainfall Infiltration Runoff Runoff Runoff ConcentrationManning's Manning's Volume

Roughness Roughness(ac) (%) (%) (ft) (in) (in) (in) (ac-in) (cfs) (days hh:mm:ss)

1 S-BBC-01 8.61 42.00 4.0486 2741.07 0.0110 0.2400 2.28 1.2610 1.06 9.13 7.57 0 00:31:172 S-BBC-02 2.16 10.00 24.1653 329.05 0.0110 0.8000 2.28 2.0160 0.26 0.57 0.50 0 01:32:053 S-BBC-03 6.97 42.00 3.5967 1919.17 0.0110 0.2400 2.28 0.5050 2.81 19.59 10.12 0 00:34:274 S-BBC-04 4.81 10.00 25.1246 700.13 0.0110 0.8000 2.28 0.7420 1.54 7.40 2.57 0 01:33:335 S-F-01 8.02 2.00 20.3368 1562.17 0.0110 0.7200 2.28 2.0640 0.22 1.73 1.69 0 01:21:396 S-F-02 8.41 42.00 4.0000 2541.53 0.0110 0.2400 2.28 1.2690 1.20 10.08 7.74 0 00:32:107 S-F-03 4.71 42.00 4.0000 1590.56 0.0110 0.2400 2.28 1.2530 1.01 4.75 4.08 0 00:29:328 S-F-04 9.06 42.00 4.0000 2178.57 0.0110 0.2400 2.28 1.2570 1.00 9.10 7.26 0 00:36:109 S-F-05 3.25 42.00 4.0000 1110.40 0.0110 0.2400 2.28 1.2700 1.27 4.13 3.27 0 00:28:51

10 S-F-06 3.23 10.00 25.8492 683.47 0.0110 0.8000 2.28 2.0000 0.28 0.90 0.98 0 01:14:0611 S-GTN-01 10.71 42.00 4.3797 2559.42 0.0110 0.2400 2.28 1.2640 1.05 11.26 8.86 0 00:35:3712 S-GTN-02 2.49 10.00 21.9787 361.24 0.0110 0.8000 2.28 2.0210 0.26 0.64 0.54 0 01:37:3413 S-GTS-01 14.37 42.00 3.6889 3401.79 0.0110 0.2400 2.28 1.2640 1.04 14.97 11.65 0 00:38:1614 S-GTS-02 2.70 10.00 27.3016 442.88 0.0110 0.8000 2.28 2.0100 0.27 0.73 0.70 0 01:24:5615 S-HWE-01 12.86 27.00 11.6345 2504.04 0.0110 0.3000 2.28 1.7080 0.57 7.37 5.05 0 00:40:5716 S-M-02 2.81 42.00 5.4784 491.12 0.0110 0.2400 2.28 1.2620 1.04 2.91 2.27 0 00:37:0717 S-M-03 1.16 85.00 6.7584 1088.63 0.0110 0.2400 2.28 0.4730 1.81 2.10 1.54 0 00:09:0518 S-M-05 0.51 0.00 12.0350 131.53 0.0110 0.2400 2.28 2.0400 0.24 0.12 0.23 0 00:41:5719 S-M-08 3.21 42.00 4.8711 989.88 0.0110 0.2400 2.28 1.2610 1.17 3.77 3.12 0 00:28:3920 S-M-09 2.54 0.00 26.5219 658.63 0.0110 0.5800 2.28 2.0540 0.23 0.57 0.78 0 00:56:0121 S-MRW-01 26.47 33.00 16.9978 3842.89 0.0110 0.2400 2.28 0.5270 1.75 46.40 29.63 0 00:35:4722 S-MRW-02 2.43 15.00 6.6656 1194.60 0.0110 0.3000 2.28 0.6390 1.64 3.99 2.66 0 00:35:1623 S-MRW-03 0.82 30.00 20.5530 1392.23 0.0110 0.2400 2.28 1.3760 0.90 0.74 1.17 0 00:09:1824 S-MRW-04 9.68 33.00 12.5273 1612.46 0.0110 0.2400 2.28 1.5650 0.72 6.92 4.74 0 00:35:1925 S-MRW-06 3.87 42.00 5.8648 1969.33 0.0110 0.2400 2.28 1.2470 1.01 3.90 3.91 0 00:21:1726 S-NE-01 11.90 42.00 4.6525 3119.14 0.0110 0.2400 2.28 1.3880 0.87 10.32 7.25 0 00:33:3627 S-NE-02 6.65 42.00 4.6997 2131.70 0.0110 0.2400 2.28 1.3880 0.87 5.77 4.06 0 00:29:2428 S-NE-03 12.36 42.00 4.7175 3549.41 0.0110 0.2400 2.28 1.4300 0.89 11.05 7.83 0 00:32:0429 S-NE-04 4.43 42.00 4.8004 1617.31 0.0110 0.2400 2.28 1.2510 1.00 4.45 4.00 0 00:26:4930 S-NE-05 2.03 60.00 19.3311 2620.92 0.0110 0.2400 2.28 0.7860 1.49 3.03 3.03 0 00:07:5931 S-NE-06 3.46 10.00 26.9748 571.73 0.0110 0.8000 2.28 2.2800 0.00 0.00 0.00 0 01:24:5232 S-NE-07 3.40 5.00 22.4351 963.97 0.0110 0.8000 2.28 2.0280 0.25 0.86 1.02 0 01:06:3133 S-WG-01 2.66 42.00 10.7992 1049.10 0.0110 0.2400 2.28 0.4350 1.85 4.91 3.60 0 00:19:4434 S-WG-02 5.37 42.00 7.1476 1512.94 0.0110 0.2400 2.28 0.4380 1.84 9.90 6.71 0 00:27:2235 S-WPD-01 2.94 85.00 13.7585 1751.94 0.0110 0.2400 2.28 0.3420 1.94 5.70 3.91 0 00:07:4836 S-WPD-02 6.76 42.00 4.0426 1863.20 0.0110 0.2400 2.28 1.2550 1.00 6.76 5.59 0 00:33:1137 S-WPD-03 5.31 42.00 3.0851 2690.29 0.0110 0.2400 2.28 0.4940 1.76 9.35 6.81 0 00:26:2238 S-WPD-07 4.34 85.00 2.7147 3254.25 0.0110 0.2400 2.28 0.1260 2.10 9.13 6.72 0 00:11:0439 S-WPD-08 6.86 50.00 5.2146 2623.82 0.0110 0.2400 2.28 0.4240 1.83 12.53 9.26 0 00:28:0540 S-WPD-09 3.30 40.00 12.1226 1888.22 0.0110 0.2400 2.28 1.1830 1.10 3.62 4.27 0 00:19:0641 S-WPD-10 8.29 42.00 6.2316 2192.49 0.0110 0.2400 2.28 1.1970 1.08 8.99 8.65 0 00:30:04

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB Junction 75.70 83.28 75.70 83.28 0.00 8.81 82.36 0.00 0.92 0 00:00 0.00 0.002 J-M-B-02-MH Junction 18.14 23.00 18.14 23.00 0.00 40.00 21.73 0.00 1.27 0 00:00 0.00 0.003 J-M-B-03-D Junction 19.58 124.25 19.58 124.25 0.00 40.00 32.01 0.00 92.24 0 00:00 0.00 0.004 J-M-B-04-D Junction 33.12 121.62 33.12 121.62 0.00 40.00 49.18 0.00 72.44 0 00:00 0.00 0.005 J-M-B-05-D Junction 45.37 119.53 45.37 119.53 0.00 40.00 60.17 0.00 59.36 0 00:00 0.00 0.006 J-M-B-06-MH Junction 58.29 71.00 58.29 71.00 0.00 40.02 70.29 0.00 0.71 0 00:00 0.00 0.007 J-M-BBC-04-CB Junction 84.70 90.22 84.70 90.22 5102.00 7.57 90.25 0.03 0.00 0 12:11 0.04 5.008 J-M-BBN-01-MH Junction 83.24 91.21 83.24 91.21 0.00 5.96 90.44 0.00 0.77 0 00:00 0.00 0.009 J-M-BBN-02-MH Junction 86.01 94.48 86.01 94.48 0.00 6.45 93.94 0.00 0.54 0 00:00 0.00 0.00

10 J-M-BBN-03-MH Junction 87.02 96.59 87.02 96.59 0.00 7.55 96.11 0.00 0.48 0 00:00 0.00 0.0011 J-M-BBN-04-MH Junction 87.55 97.48 87.55 97.48 0.00 8.55 97.03 0.00 0.45 0 00:00 0.00 0.0012 J-M-BBN-05-MH Junction 88.82 99.87 88.82 99.87 0.00 10.11 99.43 0.00 0.44 0 00:00 0.00 0.0013 J-M-F-01-MH Junction 68.27 74.57 68.27 74.57 0.00 3.55 73.36 0.00 1.21 0 00:00 0.00 0.0014 J-M-F-02-CB Junction 68.67 74.98 68.67 74.98 0.00 3.64 73.47 0.00 1.51 0 00:00 0.00 0.0015 J-M-F-03-MH Junction 68.92 75.02 68.92 75.02 0.00 3.75 73.60 0.00 1.42 0 00:00 0.00 0.0016 J-M-F-04-MH Junction 69.48 75.35 69.48 75.35 0.00 4.08 73.83 0.00 1.52 0 00:00 0.00 0.0017 J-M-GTN-01-MH Junction 87.82 97.29 87.82 97.29 0.00 3.57 96.69 0.00 0.60 0 00:00 0.00 0.0018 J-M-GTN-02-MH Junction 88.17 98.09 88.17 98.09 0.00 3.57 96.55 0.00 1.54 0 00:00 0.00 0.0019 J-M-GTN-03-MH Junction 88.92 97.86 88.92 97.86 10.00 3.78 97.86 0.00 0.00 0 00:00 0.00 0.0020 J-M-GTN-04-MH Junction 89.81 96.28 89.81 96.28 2376.00 6.86 96.31 0.03 0.00 0 13:05 0.06 39.0021 J-M-GTN-05-MH Junction 90.31 95.53 90.31 95.53 15201.00 29.80 96.31 0.78 0.00 0 14:51 3.99 169.0022 J-M-GTN-06-MH Junction 92.16 97.24 92.16 97.24 10.00 1.89 97.24 0.00 0.00 0 11:58 0.00 0.0023 J-M-GTN-07-MH Junction 93.15 98.46 93.15 98.46 0.00 1.89 97.46 0.00 1.00 0 00:00 0.00 0.0024 J-M-GTS-01-MH Junction 84.01 92.49 84.01 92.49 9061.00 15.70 93.09 0.60 0.00 0 12:23 1.93 111.0025 J-M-GTS-02-MH Junction 84.49 91.89 84.49 91.89 11513.00 21.75 93.10 1.21 0.00 0 12:14 5.11 147.0026 J-M-GTS-03-MH Junction 85.25 92.15 85.25 92.15 12404.00 17.60 93.10 0.95 0.00 0 12:15 3.64 136.0027 J-M-GTS-04-MH Junction 87.54 94.49 87.54 94.49 10.00 5.71 94.49 0.00 0.00 0 12:06 0.00 0.0028 J-M-GTS-05-MH Junction 88.86 95.92 88.86 95.92 10.00 5.71 95.92 0.00 0.00 0 12:08 0.00 0.0029 J-M-GTS-06-MH Junction 89.30 96.48 89.30 96.48 0.00 5.71 96.46 0.00 0.02 0 00:00 0.00 0.0030 J-M-GTS-07-MH Junction 90.98 98.10 90.98 98.10 10.00 5.53 98.10 0.00 0.00 0 00:00 0.00 0.0031 J-M-GTS-08-MH Junction 91.76 100.61 91.76 100.61 0.00 5.66 98.19 0.00 2.42 0 00:00 0.00 0.0032 J-M-GTS-09-MH Junction 92.03 101.38 92.03 101.38 0.00 5.70 98.61 0.00 2.77 0 00:00 0.00 0.0033 J-M-GTS-10-MH Junction 92.36 102.32 92.36 102.32 0.00 5.80 98.62 0.00 3.70 0 00:00 0.00 0.0034 J-M-GTS-12-MH Junction 93.05 101.43 93.05 101.43 0.00 5.92 98.18 0.00 3.25 0 00:00 0.00 0.0035 J-M-GTS-13-MH Junction 93.34 100.14 93.34 100.14 0.00 5.97 97.89 0.00 2.25 0 00:00 0.00 0.0036 J-M-M-02-MH Junction 62.92 71.00 62.92 71.00 10.00 16.78 71.01 0.01 0.00 0 12:08 0.00 0.0037 J-M-M-03-CB Junction 63.72 70.75 63.72 70.75 38000.00 21.08 71.50 0.75 0.00 0 12:36 8.62 190.0038 J-M-M-04-MH Junction 65.33 72.18 65.33 72.18 0.00 17.23 71.73 0.00 0.45 0 00:00 0.00 0.0039 J-M-M-05-MH Junction 66.98 74.59 66.98 74.59 0.00 17.25 73.22 0.00 1.37 0 00:00 0.00 0.0040 J-M-M-06-MH Junction 67.65 75.86 67.65 75.86 0.00 14.36 73.86 0.00 2.00 0 00:00 0.00 0.0041 J-M-M-07-MH Junction 68.39 77.49 68.39 77.49 0.00 15.50 74.70 0.00 2.79 0 00:00 0.00 0.0042 J-M-M-08-MH Junction 68.81 78.59 68.81 78.59 0.00 16.93 75.38 0.00 3.21 0 00:00 0.00 0.0043 J-M-M-09-MH Junction 69.56 80.24 69.56 80.24 0.00 18.54 76.24 0.00 4.00 0 00:00 0.00 0.0044 J-M-M-10-MH Junction 69.95 80.52 69.95 80.52 0.00 16.30 76.83 0.00 3.69 0 00:00 0.00 0.0045 J-M-M-11-MH Junction 70.34 81.51 70.34 81.51 0.00 16.32 77.40 0.00 4.11 0 00:00 0.00 0.0046 J-M-M-12-MH Junction 70.83 83.82 70.83 83.82 0.00 17.09 77.93 0.00 5.89 0 00:00 0.00 0.0047 J-M-MRW-01-MH Junction 109.03 115.61 109.03 115.61 0.00 24.10 115.54 0.00 0.07 0 00:00 0.00 0.0048 J-M-MRW-02-MH Junction 111.03 117.07 111.03 117.07 0.00 24.21 116.74 0.00 0.33 0 00:00 0.00 0.0049 J-M-MRW-03-MH Junction 112.75 128.03 112.75 128.03 0.00 15.14 123.43 0.00 4.60 0 00:00 0.00 0.0050 J-M-MRW-04-MH Junction 120.68 136.83 120.68 136.83 0.00 15.14 130.34 0.00 6.49 0 00:00 0.00 0.0051 J-M-MRW-05-MH Junction 122.32 140.48 122.32 140.48 0.00 15.14 130.73 0.00 9.75 0 00:00 0.00 0.0052 J-M-MRW-06A-MH Junction 123.99 135.61 123.99 135.61 12253.00 36.01 135.74 0.13 0.00 0 12:12 0.43 24.0053 J-M-MRW-06B-MH Junction 123.99 135.61 123.99 135.61 12253.00 29.61 135.78 0.17 0.00 0 12:09 0.58 28.0054 J-M-MRW-07-MH Junction 124.69 135.14 124.69 135.14 5755.00 10.75 135.79 0.65 0.00 0 12:08 1.08 37.0055 J-M-MRW-08-MH Junction 125.38 137.16 125.38 137.16 0.00 4.48 135.83 0.00 1.33 0 00:00 0.00 0.0056 J-M-MRW-09-MH Junction 125.98 139.48 125.98 139.48 0.00 4.47 135.91 0.00 3.57 0 00:00 0.00 0.0057 J-M-MRW-10-MH Junction 126.59 138.92 126.59 138.92 0.00 4.47 136.02 0.00 2.90 0 00:00 0.00 0.0058 J-M-MRW-11-MH Junction 127.34 136.88 127.34 136.88 0.00 3.92 136.03 0.00 0.85 0 00:00 0.00 0.0059 J-M-MRW-12-MH Junction 128.22 140.97 128.22 140.97 0.00 3.92 136.06 0.00 4.91 0 00:00 0.00 0.0060 J-M-MRW-13-MH Junction 128.70 139.79 128.70 139.79 0.00 3.87 136.07 0.00 3.72 0 00:00 0.00 0.0061 J-M-MRW-14-MH Junction 128.98 139.18 128.98 139.18 0.00 4.74 136.09 0.00 3.09 0 00:00 0.00 0.0062 J-M-MRW-15-MH Junction 129.51 137.85 129.51 137.85 0.00 4.21 135.78 0.00 2.07 0 00:00 0.00 0.0063 J-M-MRW-16-MH Junction 130.08 136.70 130.08 136.70 0.00 4.21 135.45 0.00 1.25 0 00:00 0.00 0.0064 J-M-MRW-17-MH Junction 130.73 135.54 130.73 135.54 10.00 4.22 135.54 0.00 0.00 0 00:00 0.00 0.0065 J-M-MRW-18-CB Junction 130.93 135.35 130.93 135.35 0.00 4.22 134.32 0.00 1.03 0 00:00 0.00 0.0066 J-M-MRW-20-CB Junction 132.83 138.00 132.83 138.00 0.00 3.88 137.07 0.00 0.93 0 00:00 0.00 0.0067 J-M-MRW-21-MH Junction 168.94 175.34 168.94 175.34 0.00 3.91 169.43 0.00 5.91 0 00:00 0.00 0.0068 J-M-MRW-22-CB Junction 170.92 175.13 170.92 175.13 0.00 3.91 172.80 0.00 2.33 0 00:00 0.00 0.0069 J-M-NE-01-MH Junction 93.46 99.72 93.46 99.72 0.00 5.97 97.95 0.00 1.77 0 00:00 0.00 0.0070 J-M-NE-02-MH Junction 94.87 101.00 94.87 101.00 0.00 5.06 99.94 0.00 1.06 0 00:00 0.00 0.0071 J-M-NE-03-CB Junction 95.75 101.72 95.75 101.72 5563.00 11.60 102.15 0.43 0.00 0 12:13 0.90 104.0072 J-M-NE-04-MH Junction 95.92 102.04 95.92 102.04 5479.00 8.19 102.15 0.11 0.00 0 12:33 0.32 57.0073 J-M-NE-05-MH Junction 96.80 103.25 96.80 103.25 0.00 8.42 102.82 0.00 0.43 0 00:00 0.00 0.0074 J-M-NE-06-MH Junction 98.53 104.82 98.53 104.82 0.00 8.62 104.39 0.00 0.43 0 00:00 0.00 0.0075 J-M-NE-07-MH Junction 99.73 105.98 99.73 105.98 0.00 8.70 105.55 0.00 0.43 0 00:00 0.00 0.0076 J-M-NE-08-MH Junction 100.94 107.07 100.94 107.07 0.00 8.75 106.64 0.00 0.43 0 00:00 0.00 0.0077 J-M-NE-09-MH Junction 102.08 108.17 102.08 108.17 0.00 8.81 107.74 0.00 0.43 0 00:00 0.00 0.0078 J-M-NE-10-MH Junction 102.78 108.95 102.78 108.95 0.00 8.82 108.52 0.00 0.43 0 00:00 0.00 0.0079 J-M-NE-11-MH Junction 103.34 109.71 103.34 109.71 0.00 8.85 109.28 0.00 0.43 0 00:00 0.00 0.0080 J-M-NE-12-MH Junction 103.91 110.11 103.91 110.11 0.00 4.87 109.53 0.00 0.58 0 00:00 0.00 0.0081 J-M-NE-13-MH Junction 107.69 114.29 107.69 114.29 8312.00 10.46 114.32 0.03 0.00 0 12:15 0.13 23.00

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

82 J-M-NE-14-MH Junction 110.78 117.06 110.78 117.06 0.00 3.53 116.45 0.00 0.61 0 00:00 0.00 0.0083 J-M-NE-15-MH Junction 112.27 118.48 112.27 118.48 0.00 3.66 117.62 0.00 0.86 0 00:00 0.00 0.0084 J-M-NE-16-MH Junction 114.34 120.49 114.34 120.49 0.00 4.03 119.14 0.00 1.35 0 00:00 0.00 0.0085 J-M-NE-17-MH Junction 115.95 122.06 115.95 122.06 0.00 4.53 120.43 0.00 1.63 0 00:00 0.00 0.0086 J-M-NE-18-MH Junction 117.53 123.60 117.53 123.60 0.00 5.35 121.98 0.00 1.62 0 00:00 0.00 0.0087 J-M-NE-19-MH Junction 118.80 125.76 118.80 125.76 0.00 6.22 124.90 0.00 0.86 0 00:00 0.00 0.0088 J-M-NE-20-CB Junction 118.96 125.70 118.96 125.70 0.00 3.19 125.09 0.00 0.61 0 00:00 0.00 0.0089 J-M-NE-21-MH Junction 119.66 127.00 119.66 127.00 0.00 3.19 125.74 0.00 1.26 0 00:00 0.00 0.0090 J-M-NE-22-MH Junction 120.32 131.20 120.32 131.20 0.00 3.19 128.60 0.00 2.60 0 00:00 0.00 0.0091 J-M-NE-23-CB Junction 118.22 129.00 118.22 129.00 10.00 3.03 129.00 0.00 0.00 0 12:08 0.00 0.0092 J-M-SB-01 Junction 59.90 72.00 59.90 72.00 0.00 42.55 71.30 0.00 0.70 0 00:00 0.00 0.0093 J-M-SB-02 Junction 60.60 73.50 60.60 73.50 0.00 42.56 71.84 0.00 1.66 0 00:00 0.00 0.0094 J-M-SB-03 Junction 62.05 77.00 62.05 77.00 0.00 42.56 72.93 0.00 4.07 0 00:00 0.00 0.0095 J-M-SB-04 Junction 63.57 80.00 63.57 80.00 0.00 42.89 74.68 0.00 5.32 0 00:00 0.00 0.0096 J-M-SB-05 Junction 64.86 83.50 64.86 83.50 0.00 45.03 76.95 0.00 6.55 0 00:00 0.00 0.0097 J-M-SB-06 Junction 66.10 86.00 66.10 86.00 0.00 44.11 77.06 0.00 8.94 0 00:00 0.00 0.0098 J-M-SB-07 Junction 67.28 84.00 67.28 84.00 0.00 45.25 77.00 0.00 7.00 0 00:00 0.00 0.0099 J-M-SB-08 Junction 68.47 81.00 68.47 81.00 0.00 40.85 77.83 0.00 3.17 0 00:00 0.00 0.00

100 J-M-SB-09 Junction 69.10 80.00 69.10 80.00 0.00 41.24 78.44 0.00 1.56 0 00:00 0.00 0.00101 J-M-SB-10 Junction 69.83 79.00 69.83 79.00 7653.00 50.96 79.10 0.10 0.00 0 12:22 0.21 16.00102 J-M-SB-11 Junction 70.44 80.00 70.44 80.00 0.00 48.08 79.63 0.00 0.37 0 00:00 0.00 0.00103 J-M-SB-12 Junction 71.81 82.50 71.81 82.50 0.00 49.74 80.45 0.00 2.05 0 00:00 0.00 0.00104 J-M-SB-13 Junction 73.03 84.00 73.03 84.00 0.00 52.34 81.21 0.00 2.79 0 00:00 0.00 0.00105 J-M-SB-14 Junction 73.64 84.50 73.64 84.50 0.00 53.48 81.78 0.00 2.72 0 00:00 0.00 0.00106 J-M-SB-15 Junction 74.37 84.41 74.37 84.41 0.00 54.19 82.35 0.00 2.06 0 00:00 0.00 0.00107 J-M-SB-16 Junction 74.60 84.00 74.60 84.00 0.00 27.73 83.14 0.00 0.86 0 00:00 0.00 0.00108 J-M-SB-17 Junction 77.40 86.95 77.40 86.95 0.00 28.24 84.32 0.00 2.63 0 00:00 0.00 0.00109 J-M-SB-18 Junction 78.94 88.05 78.94 88.05 0.00 28.86 85.92 0.00 2.13 0 00:00 0.00 0.00110 J-M-SB-19 Junction 80.01 89.39 80.01 89.39 0.00 28.90 87.14 0.00 2.25 0 00:00 0.00 0.00111 J-M-WG-01-MH Junction 111.40 117.27 111.40 117.27 0.00 6.14 116.78 0.00 0.49 0 00:00 0.00 0.00112 J-M-WG-02-MH Junction 111.67 117.96 111.67 117.96 0.00 6.20 117.46 0.00 0.50 0 00:00 0.00 0.00113 J-M-WG-03-MH Junction 114.19 120.85 114.19 120.85 0.00 6.35 120.33 0.00 0.52 0 00:00 0.00 0.00114 J-M-WG-04-MH Junction 117.42 124.43 117.42 124.43 0.00 6.70 123.91 0.00 0.52 0 00:00 0.00 0.00115 J-M-WPD-02-MH Junction 77.53 85.53 77.53 85.53 0.00 19.51 83.81 0.00 1.72 0 00:00 0.00 0.00116 J-M-WPD-03-MH Junction 78.64 87.80 78.64 87.80 0.00 20.39 85.59 0.00 2.21 0 00:00 0.00 0.00117 J-M-WPD-04-MH Junction 79.24 88.89 79.24 88.89 0.00 17.02 86.58 0.00 2.31 0 00:00 0.00 0.00118 J-M-WPD-05-MH Junction 80.17 90.36 80.17 90.36 0.00 45.11 87.82 0.00 2.54 0 00:00 0.00 0.00119 J-M-WPD-06-MH Junction 81.07 92.44 81.07 92.44 0.00 34.28 91.75 0.00 0.69 0 00:00 0.00 0.00120 J-M-WPD-07-MH Junction 81.87 94.05 81.87 94.05 0.00 49.55 93.46 0.00 0.59 0 00:00 0.00 0.00121 J-M-WPD-08-MH Junction 84.03 95.61 84.03 95.61 0.00 41.65 95.07 0.00 0.54 0 00:00 0.00 0.00122 J-M-WPD-09-MH Junction 86.50 97.41 86.50 97.41 0.00 43.74 96.87 0.00 0.54 0 00:00 0.00 0.00123 J-M-WPD-10-MH Junction 92.33 99.29 92.33 99.29 0.00 36.58 98.74 0.00 0.55 0 00:00 0.00 0.00124 J-M-WPD-11-MH Junction 95.22 102.23 95.22 102.23 0.00 36.70 101.66 0.00 0.57 0 00:00 0.00 0.00125 J-M-WPD-12-MH Junction 100.36 107.42 100.36 107.42 0.00 37.15 106.85 0.00 0.57 0 00:00 0.00 0.00126 J-M-WPD-13-MH Junction 104.33 111.41 104.33 111.41 0.00 37.56 110.84 0.00 0.57 0 00:00 0.00 0.00127 J-M-WPD-14-MH Junction 108.84 115.97 108.84 115.97 0.00 37.88 115.40 0.00 0.57 0 00:00 0.00 0.00128 J-M-WPD-15-MH Junction 111.25 118.16 111.25 118.16 0.00 6.45 116.04 0.00 2.12 0 00:00 0.00 0.00129 J-M-WPD-16-MH Junction 116.36 122.51 116.36 122.51 0.00 6.63 117.23 0.00 5.28 0 00:00 0.00 0.00130 J-M-WPD-17-MH Junction 119.26 125.44 119.26 125.44 0.00 6.60 120.01 0.00 5.43 0 00:00 0.00 0.00131 J-M-WPD-18-MH Junction 122.28 128.52 122.28 128.52 0.00 6.59 123.03 0.00 5.49 0 00:00 0.00 0.00132 J-M-WPD-19-CB Junction 129.04 134.11 129.04 134.11 0.00 6.63 129.72 0.00 4.39 0 00:00 0.00 0.00133 J-M-WPD-20-CB Junction 130.05 135.61 130.05 135.61 0.00 6.67 131.38 0.00 4.23 0 00:00 0.00 0.00134 J-M-WPD-21-MH Junction 130.09 137.19 130.09 137.19 0.00 6.73 131.87 0.00 5.32 0 00:00 0.00 0.00135 J-M-WPD-22-CB Junction 131.05 136.11 131.05 136.11 0.00 6.95 132.59 0.00 3.52 0 00:00 0.00 0.00136 J-M-WPD-23-CB Junction 131.40 138.74 131.40 138.74 0.00 3.99 132.70 0.00 6.04 0 00:00 0.00 0.00137 J-M-WPD-24-I Junction 139.63 141.13 139.63 141.13 0.00 8.23 140.22 0.00 0.91 0 00:00 0.00 0.00138 J-M-WPD-25-O Junction 153.39 154.39 153.39 154.39 0.00 3.30 154.07 0.00 0.32 0 00:00 0.00 0.00139 J-M-WPD-26-CB Junction 154.26 160.16 154.26 160.16 0.00 8.65 159.68 0.00 0.48 0 00:00 0.00 0.00140 O-M-B-01-O Outfall 16.00 40.00 16.73141 ST-M-HW-01-CH Storage Node 97.86 106.02 97.86 0.00 5.05 105.30 0.00 0.00142 ST-M-MRW-19-PD Storage Node 131.00 136.00 131.00 0.00 10.17 134.04 0.00 0.00143 ST-M-SB-01-PD Storage Node 58.80 71.00 58.80 0.00 59.19 70.51 0.00 0.00

Shortened Bypass Model - 10-Year Event

Appendix B Page 107 of 157

Page 121: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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J-M

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299.

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J-M

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58.8

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J-M

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506.

215.

131.

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D8

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J-M

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206.

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148.

5586

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84.9

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174.

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3.57

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196.

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D20

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203.

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111.

2590

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89.8

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6.85

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199.

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UR

CH

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D22

L-M

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N-0

6-P

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TN

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MH

J-M

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5-M

H22

5.10

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0.80

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201.

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SU

RC

HA

RG

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23L-

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PP

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J-M

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7-M

HJ-

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118.

1793

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92.2

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8000

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1.89

3.44

0.55

4.06

1.00

1.00

184.

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UR

CH

AR

GE

D24

L-M

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121.

8693

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2100

12.0

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1.89

1.78

1.06

2.95

1.00

1.00

172.

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UR

CH

AR

GE

D25

L-M

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S-0

1-P

Pip

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M-G

TS

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J-M

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D-0

7-M

H24

4.86

84.0

182

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2015

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17.3

70.

874.

842.

001.

0018

0.00

SU

RC

HA

RG

ED

26L-

M-G

TS

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PP

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J-M

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S-0

2-M

HJ-

M-G

TS

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MH

84.7

584

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84.0

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4700

24.0

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14.1

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0.84

4.52

2.00

1.00

176.

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UR

CH

AR

GE

D27

L-M

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S-0

3-P

Pip

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M-G

TS

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MH

J-M

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S-0

2-M

H51

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85.3

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0.60

0018

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0.01

208.

538.

800.

974.

831.

501.

0017

5.00

SU

RC

HA

RG

ED

28L-

M-G

TS

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PP

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J-M

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S-0

4-M

HJ-

M-G

TS

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MH

280.

3287

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85.3

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8000

18.0

000.

0120

5.71

10.1

70.

564.

121.

501.

0016

3.00

SU

RC

HA

RG

ED

29L-

M-G

TS

-05-

PP

ipe

J-M

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S-0

5-M

HJ-

M-G

TS

-04-

MH

140.

8888

.86

87.5

90.

9000

18.0

000.

0120

5.71

10.8

00.

535.

021.

501.

0015

9.00

SU

RC

HA

RG

ED

30L-

M-G

TS

-06-

PP

ipe

J-M

-GT

S-0

6-M

HJ-

M-G

TS

-05-

MH

47.2

189

.30

88.9

10.

8300

18.0

000.

0120

5.71

10.3

40.

554.

661.

501.

0015

8.00

SU

RC

HA

RG

ED

31L-

M-G

TS

-07-

PP

ipe

J-M

-GT

S-0

7-M

HJ-

M-G

TS

-06-

MH

159.

0190

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89.4

30.

9700

18.0

000.

0120

5.71

11.2

40.

515.

221.

501.

0015

4.00

SU

RC

HA

RG

ED

32L-

M-G

TS

-08-

PP

ipe

J-M

-GT

S-0

8-M

HJ-

M-G

TS

-07-

MH

245.

3991

.76

91.0

30.

3000

18.0

000.

0120

5.53

6.21

0.89

3.98

1.50

1.00

148.

00S

UR

CH

AR

GE

D33

L-M

-GT

S-0

9-P

Pip

eJ-

M-G

TS

-09-

MH

J-M

-GT

S-0

8-M

H73

.73

92.0

391

.81

0.30

0018

.000

0.01

205.

666.

220.

913.

541.

501.

0014

5.00

SU

RC

HA

RG

ED

34L-

M-G

TS

-10-

PP

ipe

J-M

-GT

S-1

0-M

HJ-

M-G

TS

-09-

MH

92.3

592

.36

92.0

80.

3000

18.0

000.

0120

5.70

6.27

0.91

3.30

1.50

1.00

140.

00S

UR

CH

AR

GE

D35

L-M

-GT

S-1

2-P

Pip

eJ-

M-G

TS

-12-

MH

J-M

-GT

S-1

0-M

H19

2.36

93.0

592

.41

0.33

0018

.000

0.01

205.

806.

560.

883.

511.

501.

0013

5.00

SU

RC

HA

RG

ED

36L-

M-G

TS

-13-

PP

ipe

J-M

-GT

S-1

3-M

HJ-

M-G

TS

-12-

MH

81.3

493

.34

93.1

00.

3000

18.0

000.

0120

5.92

6.18

0.96

3.52

1.50

1.00

134.

00S

UR

CH

AR

GE

D37

L-M

-GT

S-1

4-P

Pip

eJ-

M-N

E-0

1-M

HJ-

M-G

TS

-13-

MH

23.3

193

.46

93.3

90.

3000

18.0

000.

0120

5.97

6.24

0.96

3.38

1.50

1.00

133.

00S

UR

CH

AR

GE

D38

L-M

-M-0

1-P

Pip

eJ-

M-M

-02-

MH

ST

-M-S

B-0

1-P

D23

0.09

62.9

261

.77

0.50

0024

.000

0.01

2016

.78

17.3

30.

975.

342.

001.

0021

1.00

SU

RC

HA

RG

ED

39L-

M-M

-02-

PP

ipe

J-M

-M-0

3-C

BJ-

M-M

-02-

MH

150.

9263

.72

62.9

70.

5000

24.0

000.

0120

16.7

817

.28

0.97

5.34

2.00

1.00

210.

00S

UR

CH

AR

GE

D40

L-M

-M-0

3-P

Pip

eJ-

M-M

-04-

MH

J-M

-M-0

3-C

B15

5.72

65.3

363

.77

1.00

0024

.000

0.01

2015

.40

24.5

30.

634.

902.

001.

0020

8.00

SU

RC

HA

RG

ED

41L-

M-M

-04-

PP

ipe

J-M

-M-0

5-M

HJ-

M-M

-04-

MH

210.

6866

.98

65.3

80.

7600

24.0

000.

0120

17.2

321

.36

0.81

6.08

2.00

1.00

204.

00S

UR

CH

AR

GE

D42

L-M

-M-0

5-P

Pip

eJ-

M-M

-06-

MH

J-M

-M-0

5-M

H83

.68

67.6

567

.01

0.76

0024

.000

0.01

2014

.11

21.4

30.

664.

492.

001.

0020

2.00

SU

RC

HA

RG

ED

43L-

M-M

-06-

PP

ipe

J-M

-M-0

7-M

HJ-

M-M

-06-

MH

151.

8868

.39

67.8

60.

3500

24.0

000.

0120

14.3

614

.48

0.99

4.79

2.00

1.00

201.

00S

UR

CH

AR

GE

D44

L-M

-M-0

7-P

Pip

eJ-

M-M

-08-

MH

J-M

-M-0

7-M

H10

5.56

68.8

868

.44

0.42

0024

.000

0.01

2015

.50

15.8

20.

985.

092.

001.

0019

4.00

SU

RC

HA

RG

ED

45L-

M-M

-08-

PP

ipe

J-M

-M-0

9-M

HJ-

M-M

-08-

MH

158.

2069

.56

68.8

10.

4700

24.0

000.

0120

16.9

316

.87

1.00

5.39

2.00

1.00

173.

00S

UR

CH

AR

GE

D46

L-M

-M-0

9-P

Pip

eJ-

M-M

-10-

MH

J-M

-M-0

9-M

H83

.36

69.9

569

.65

0.36

0024

.000

0.01

2016

.29

14.7

01.

115.

282.

001.

0017

0.00

SU

RC

HA

RG

ED

47L-

M-M

-10-

PP

ipe

J-M

-M-1

1-M

HJ-

M-M

-10-

MH

97.0

970

.34

70.0

40.

3100

24.0

000.

0120

16.3

013

.62

1.20

5.19

2.00

1.00

169.

00S

UR

CH

AR

GE

D48

L-M

-M-1

1-P

Pip

eJ-

M-M

-12-

MH

J-M

-M-1

1-M

H91

.96

70.8

370

.36

0.51

0024

.000

0.01

2016

.32

17.5

20.

935.

212.

001.

0016

6.00

SU

RC

HA

RG

ED

49L-

M-M

-12-

PP

ipe

J-M

-SB

-10

J-M

-M-1

2-M

H29

0.47

72.0

470

.88

0.40

0024

.000

0.01

2015

.63

15.4

91.

015.

002.

001.

0015

9.00

SU

RC

HA

RG

ED

50L-

M-M

RW

-01-

PP

ipe

J-M

-MR

W-0

1-M

HJ-

M-W

PD

-14-

MH

24.2

010

9.19

109.

030.

6600

18.0

000.

0120

13.5

09.

251.

467.

641.

501.

0010

2.00

SU

RC

HA

RG

ED

51L-

M-M

RW

-02-

PP

ipe

J-M

-MR

W-0

2-M

HJ-

M-M

RW

-01-

MH

157.

9011

1.03

109.

291.

1000

18.0

000.

0120

12.9

811

.95

1.09

7.35

1.50

1.00

111.

00S

UR

CH

AR

GE

D52

L-M

-MR

W-0

3-P

Pip

eJ-

M-M

RW

-03-

MH

J-M

-MR

W-0

2-M

H18

5.40

112.

7511

1.24

0.81

0018

.000

0.01

2015

.14

10.2

71.

478.

571.

501.

0010

5.00

SU

RC

HA

RG

ED

53L-

M-M

RW

-04-

PP

ipe

J-M

-MR

W-0

4-M

HJ-

M-M

RW

-03-

MH

179.

4012

0.68

112.

854.

3600

18.0

000.

0120

15.1

423

.77

0.64

8.57

1.50

1.00

57.0

0S

UR

CH

AR

GE

D54

L-M

-MR

W-0

5-P

Pip

eJ-

M-M

RW

-05-

MH

J-M

-MR

W-0

4-M

H21

9.90

122.

3212

0.79

0.70

0018

.000

0.01

2015

.14

9.49

1.60

8.57

1.50

1.00

57.0

0S

UR

CH

AR

GE

D55

L-M

-MR

W-0

6A-P

Pip

eJ-

M-M

RW

-06A

-MH

J-M

-MR

W-0

5-M

H21

9.20

123.

9912

2.41

0.72

0018

.000

0.01

2015

.14

9.66

1.57

8.57

1.50

1.00

67.0

0S

UR

CH

AR

GE

D56

L-M

-MR

W-0

7-P

Pip

eJ-

M-M

RW

-07-

MH

J-M

-MR

W-0

6B-M

H20

8.61

124.

6912

4.07

0.30

0024

.000

0.01

208.

3413

.36

0.62

2.66

2.00

1.00

919.

00S

UR

CH

AR

GE

D57

L-M

-MR

W-0

8-P

Pip

eJ-

M-M

RW

-08-

MH

J-M

-MR

W-0

7-M

H21

2.40

125.

3812

4.75

0.30

0024

.000

0.01

204.

4813

.35

0.34

1.81

2.00

1.00

785.

00S

UR

CH

AR

GE

D

Shortened Bypass Model - 10-Year Event

Appendix B Page 108 of 157

Page 122: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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)(in

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fs)

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M-M

RW

-09-

PP

ipe

J-M

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W-0

9-M

HJ-

M-M

RW

-08-

MH

190.

5012

5.99

125.

380.

3200

24.0

000.

0120

4.48

13.8

70.

321.

912.

001.

0069

0.00

SU

RC

HA

RG

ED

59L-

M-M

RW

-10-

PP

ipe

J-M

-MR

W-1

0-M

HJ-

M-M

RW

-09-

MH

190.

5012

6.59

125.

980.

3200

24.0

000.

0120

4.47

13.8

70.

321.

932.

001.

0060

2.00

SU

RC

HA

RG

ED

60L-

M-M

RW

-11-

PP

ipe

J-M

-MR

W-1

1-M

HJ-

M-M

RW

-10-

MH

210.

0012

7.34

126.

640.

3300

24.0

000.

0120

3.92

14.1

50.

281.

922.

001.

0049

2.00

SU

RC

HA

RG

ED

61L-

M-M

RW

-12-

PP

ipe

J-M

-MR

W-1

2-M

HJ-

M-M

RW

-11-

MH

298.

7012

8.22

127.

390.

2800

24.0

000.

0120

3.92

12.9

20.

301.

882.

001.

0039

1.00

SU

RC

HA

RG

ED

62L-

M-M

RW

-13-

PP

ipe

J-M

-MR

W-1

3-M

HJ-

M-M

RW

-12-

MH

143.

6012

8.70

128.

240.

3200

18.0

000.

0120

3.86

6.44

0.60

2.19

1.50

1.00

394.

00S

UR

CH

AR

GE

D63

L-M

-MR

W-1

4-P

Pip

eJ-

M-M

RW

-14-

MH

J-M

-MR

W-1

3-M

H80

.60

128.

9812

8.74

0.30

0018

.000

0.01

203.

876.

210.

622.

191.

501.

0035

7.00

SU

RC

HA

RG

ED

64L-

M-M

RW

-15-

PP

ipe

J-M

-MR

W-1

5-M

HJ-

M-M

RW

-14-

MH

159.

2012

9.51

129.

040.

3000

18.0

000.

0120

4.21

6.18

0.68

2.38

1.50

1.00

181.

00S

UR

CH

AR

GE

D65

L-M

-MR

W-1

6-P

Pip

eJ-

M-M

RW

-16-

MH

J-M

-MR

W-1

5-M

H17

9.80

130.

0812

9.56

0.29

0018

.000

0.01

204.

216.

120.

692.

381.

501.

0016

2.00

SU

RC

HA

RG

ED

66L-

M-M

RW

-17-

PP

ipe

J-M

-MR

W-1

7-M

HJ-

M-M

RW

-16-

MH

190.

0013

0.73

130.

140.

3100

18.0

000.

0120

4.22

6.34

0.66

2.39

1.50

1.00

127.

00S

UR

CH

AR

GE

D67

L-M

-MR

W-1

8-P

Pip

eJ-

M-M

RW

-18-

CB

J-M

-MR

W-1

7-M

H62

.00

130.

9313

0.76

0.27

0012

.000

0.01

204.

222.

022.

095.

371.

001.

0015

8.00

SU

RC

HA

RG

ED

68L-

M-M

RW

-19-

PP

ipe

ST

-M-M

RW

-19-

PD

J-M

-MR

W-1

8-C

B29

.80

131.

0813

1.01

0.23

0012

.000

0.01

204.

211.

872.

255.

371.

001.

0016

1.00

SU

RC

HA

RG

ED

69L-

M-M

RW

-21-

PP

ipe

J-M

-MR

W-2

1-M

HJ-

M-M

RW

-20-

CB

204.

8716

8.94

132.

8317

.630

012

.000

0.02

403.

888.

100.

486.

190.

740.

740.

00C

alcu

late

d70

L-M

-MR

W-2

2-P

Pip

eJ-

M-M

RW

-22-

CB

J-M

-MR

W-2

1-M

H62

.59

170.

9216

9.04

3.00

0012

.000

0.02

403.

913.

341.

175.

170.

920.

920.

00>

CA

PA

CIT

Y71

L-M

-NE

-01-

PP

ipe

J-M

-NE

-02-

MH

J-M

-NE

-01-

MH

148.

0094

.87

93.5

90.

8600

12.0

000.

0120

5.06

3.59

1.41

6.45

1.00

1.00

140.

00S

UR

CH

AR

GE

D72

L-M

-NE

-02-

PP

ipe

J-M

-NE

-03-

CB

J-M

-NE

-02-

MH

135.

0095

.75

94.9

20.

6100

12.0

000.

0120

5.06

3.03

1.67

6.45

1.00

1.00

152.

00S

UR

CH

AR

GE

D73

L-M

-NE

-03-

PP

ipe

J-M

-NE

-04-

MH

J-M

-NE

-03-

CB

13.0

795

.92

95.8

50.

5400

12.0

000.

0120

3.03

2.82

1.07

3.86

1.00

1.00

158.

00S

UR

CH

AR

GE

D74

L-M

-NE

-04-

PP

ipe

J-M

-NE

-05-

MH

J-M

-NE

-04-

MH

128.

4796

.80

96.0

20.

6100

12.0

000.

0120

3.07

3.01

1.02

3.91

1.00

1.00

152.

00S

UR

CH

AR

GE

D75

L-M

-NE

-05-

PP

ipe

J-M

-NE

-06-

MH

J-M

-NE

-05-

MH

160.

1898

.53

96.9

01.

0200

12.0

000.

0120

3.46

3.89

0.89

4.52

1.00

1.00

144.

00S

UR

CH

AR

GE

D76

L-M

-NE

-06-

PP

ipe

J-M

-NE

-07-

MH

J-M

-NE

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MH

109.

2599

.73

98.6

21.

0200

12.0

000.

0120

3.60

3.89

0.93

4.92

1.00

1.00

140.

00S

UR

CH

AR

GE

D77

L-M

-NE

-07-

PP

ipe

J-M

-NE

-08-

MH

J-M

-NE

-07-

MH

105.

8410

0.94

99.8

21.

0600

12.0

000.

0120

3.79

3.97

0.95

5.02

1.00

1.00

135.

00S

UR

CH

AR

GE

D78

L-M

-NE

-08-

PP

ipe

J-M

-NE

-09-

MH

J-M

-NE

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MH

106.

3410

2.08

101.

040.

9800

12.0

000.

0120

3.96

3.82

1.04

5.05

1.00

1.00

110.

00S

UR

CH

AR

GE

D79

L-M

-NE

-09-

PP

ipe

J-M

-NE

-10-

MH

J-M

-NE

-09-

MH

66.7

110

2.78

102.

180.

9000

12.0

000.

0120

4.22

3.66

1.15

5.37

1.00

1.00

104.

00S

UR

CH

AR

GE

D80

L-M

-NE

-10-

PP

ipe

J-M

-NE

-11-

MH

J-M

-NE

-10-

MH

71.9

010

3.34

102.

880.

6400

12.0

000.

0120

4.63

3.09

1.50

5.90

1.00

1.00

102.

00S

UR

CH

AR

GE

D81

L-M

-NE

-11-

PP

ipe

J-M

-NE

-12-

MH

J-M

-NE

-11-

MH

33.0

010

3.91

103.

431.

4500

12.0

000.

0120

2.77

4.65

0.59

3.53

1.00

1.00

97.0

0S

UR

CH

AR

GE

D82

L-M

-NE

-12-

PP

ipe

J-M

-NE

-13-

MH

J-M

-NE

-12-

MH

263.

0710

7.69

104.

011.

4000

12.0

000.

0120

4.87

4.57

1.07

6.21

1.00

1.00

70.0

0S

UR

CH

AR

GE

D83

L-M

-NE

-13-

PP

ipe

J-M

-NE

-14-

MH

J-M

-NE

-13-

MH

216.

3611

0.78

107.

751.

4000

12.0

000.

0120

3.42

4.57

0.75

4.36

1.00

1.00

53.0

0S

UR

CH

AR

GE

D84

L-M

-NE

-14-

PP

ipe

J-M

-NE

-15-

MH

J-M

-NE

-14-

MH

99.4

011

2.27

110.

881.

4000

12.0

000.

0120

3.53

4.56

0.77

5.20

1.00

1.00

49.0

0S

UR

CH

AR

GE

D85

L-M

-NE

-15-

PP

ipe

J-M

-NE

-16-

MH

J-M

-NE

-15-

MH

140.

4211

4.34

112.

371.

4000

12.0

000.

0120

3.66

4.57

0.80

5.61

1.00

1.00

32.0

0S

UR

CH

AR

GE

D86

L-M

-NE

-16-

PP

ipe

J-M

-NE

-17-

MH

J-M

-NE

-16-

MH

107.

9811

5.95

114.

441.

4000

12.0

000.

0120

4.03

4.56

0.88

5.72

1.00

1.00

26.0

0S

UR

CH

AR

GE

D87

L-M

-NE

-17-

PP

ipe

J-M

-NE

-18-

MH

J-M

-NE

-17-

MH

105.

8411

7.53

116.

051.

4000

12.0

000.

0120

4.53

4.56

0.99

5.79

1.00

1.00

23.0

0S

UR

CH

AR

GE

D88

L-M

-NE

-18-

PP

ipe

J-M

-NE

-19-

MH

J-M

-NE

-18-

MH

145.

4211

8.80

117.

630.

8000

12.0

000.

0120

5.35

3.46

1.55

6.82

1.00

1.00

21.0

0S

UR

CH

AR

GE

D89

L-M

-NE

-19-

PP

ipe

J-M

-NE

-20-

CB

J-M

-NE

-19-

MH

13.0

711

8.96

118.

900.

4600

12.0

000.

0120

2.24

2.62

0.86

2.85

1.00

1.00

23.0

0S

UR

CH

AR

GE

D90

L-M

-NE

-20-

PP

ipe

J-M

-NE

-21-

MH

J-M

-NE

-20-

CB

119.

5911

9.66

119.

060.

5000

12.0

000.

0120

3.19

2.73

1.17

4.06

1.00

1.00

19.0

0S

UR

CH

AR

GE

D91

L-M

-NE

-21-

PP

ipe

J-M

-NE

-22-

MH

J-M

-NE

-21-

MH

112.

3012

0.32

119.

760.

5000

12.0

000.

0120

3.19

2.73

1.17

4.06

1.00

1.00

16.0

0S

UR

CH

AR

GE

D92

L-M

-NE

-22-

PP

ipe

J-M

-NE

-23-

CB

J-M

-NE

-22-

MH

246.

0012

1.65

120.

420.

5000

12.0

000.

0120

3.19

2.73

1.17

4.06

1.00

1.00

11.0

0S

UR

CH

AR

GE

D93

L-M

-SB

-01-

PP

ipe

J-M

-SB

-01

ST

-M-S

B-0

1-P

D23

0.00

59.9

058

.80

0.48

0036

.000

0.01

2042

.54

49.9

70.

856.

023.

001.

0021

7.00

SU

RC

HA

RG

ED

94L-

M-S

B-0

2-P

Pip

eJ-

M-S

B-0

2J-

M-S

B-0

110

5.14

60.6

060

.00

0.57

0036

.000

0.01

2042

.55

54.5

80.

786.

023.

001.

0021

6.00

SU

RC

HA

RG

ED

95L-

M-S

B-0

3-P

Pip

eJ-

M-S

B-0

3J-

M-S

B-0

223

6.38

62.0

560

.70

0.57

0036

.000

0.01

2042

.56

54.6

10.

786.

073.

001.

0021

4.00

SU

RC

HA

RG

ED

96L-

M-S

B-0

4-P

Pip

eJ-

M-S

B-0

4J-

M-S

B-0

324

8.92

63.5

762

.15

0.57

0036

.000

0.01

2042

.56

54.5

70.

786.

593.

001.

0021

2.00

SU

RC

HA

RG

ED

97L-

M-S

B-0

5-P

Pip

eJ-

M-S

B-0

5J-

M-S

B-0

420

8.56

64.8

663

.67

0.57

0036

.000

0.01

2042

.89

54.5

80.

796.

623.

001.

0020

8.00

SU

RC

HA

RG

ED

98L-

M-S

B-0

6-P

Pip

eJ-

M-S

B-0

6J-

M-S

B-0

520

0.78

66.1

064

.96

0.57

0036

.000

0.01

2042

.83

54.4

50.

796.

373.

001.

0019

7.00

SU

RC

HA

RG

ED

99L-

M-S

B-0

7-P

Pip

eJ-

M-S

B-0

7J-

M-S

B-0

618

9.48

67.2

866

.20

0.57

0036

.000

0.01

2044

.11

54.5

50.

816.

383.

001.

0019

0.00

SU

RC

HA

RG

ED

100

L-M

-SB

-08-

PP

ipe

J-M

-SB

-08

J-M

-SB

-07

191.

2268

.47

67.3

80.

5700

36.0

000.

0120

40.2

154

.55

0.74

6.12

3.00

1.00

183.

00S

UR

CH

AR

GE

D10

1L-

M-S

B-0

9-P

Pip

eJ-

M-S

B-0

9J-

M-S

B-0

893

.00

69.1

068

.57

0.57

0036

.000

0.01

2040

.85

54.5

50.

755.

953.

001.

0017

7.00

SU

RC

HA

RG

ED

102

L-M

-SB

-10-

PP

ipe

J-M

-SB

-10

J-M

-SB

-09

111.

2369

.83

69.2

00.

5700

36.0

000.

0120

41.2

454

.38

0.76

5.85

3.00

1.00

169.

00S

UR

CH

AR

GE

D10

3L-

M-S

B-1

1-P

Pip

eJ-

M-S

B-1

1J-

M-S

B-1

088

.23

70.4

469

.93

0.58

0042

.000

0.01

2048

.09

82.8

70.

585.

003.

501.

0016

2.00

SU

RC

HA

RG

ED

104

L-M

-SB

-12-

PP

ipe

J-M

-SB

-12

J-M

-SB

-11

222.

7071

.81

70.5

40.

5700

42.0

000.

0120

48.0

882

.31

0.58

5.63

3.50

1.00

134.

00S

UR

CH

AR

GE

D10

5L-

M-S

B-1

3-P

Pip

eJ-

M-S

B-1

3J-

M-S

B-1

219

7.05

73.0

371

.91

0.57

0042

.000

0.01

2049

.74

82.1

70.

616.

543.

501.

0010

4.00

SU

RC

HA

RG

ED

106

L-M

-SB

-14-

PP

ipe

J-M

-SB

-14

J-M

-SB

-13

88.7

073

.64

73.1

30.

5700

42.0

000.

0120

52.3

482

.65

0.63

6.28

3.50

1.00

96.0

0S

UR

CH

AR

GE

D10

7L-

M-S

B-1

5-P

Pip

eJ-

M-S

B-1

5J-

M-S

B-1

411

0.89

74.3

773

.74

0.57

0042

.000

0.01

2053

.48

82.1

50.

655.

943.

501.

0088

.00

SU

RC

HA

RG

ED

108

L-M

-SB

-16-

PP

ipe

J-M

-SB

-16

J-M

-SB

-15

13.9

574

.60

74.4

70.

9300

30.0

000.

0120

27.5

342

.90

0.64

5.61

2.50

1.00

114.

00S

UR

CH

AR

GE

D10

9L-

M-S

B-1

7-P

Pip

eJ-

M-S

B-1

7J-

M-S

B-1

613

8.77

77.4

076

.70

0.50

0030

.000

0.01

2027

.73

31.5

60.

886.

092.

501.

0069

.00

SU

RC

HA

RG

ED

110

L-M

-SB

-18-

PP

ipe

J-M

-SB

-18

J-M

-SB

-17

290.

1678

.94

77.5

00.

5000

30.0

000.

0120

28.2

431

.30

0.90

5.76

2.50

1.00

62.0

0S

UR

CH

AR

GE

D11

1L-

M-S

B-1

9-P

Pip

eJ-

M-S

B-1

9J-

M-S

B-1

819

5.76

80.0

179

.04

0.50

0030

.000

0.01

2028

.86

31.2

80.

925.

922.

501.

0058

.00

SU

RC

HA

RG

ED

112

L-M

-SB

-20-

PP

ipe

J-M

-WP

D-0

5-M

HJ-

M-S

B-1

912

.97

80.1

780

.11

0.46

0030

.000

0.01

2028

.90

30.2

20.

965.

892.

501.

0057

.00

SU

RC

HA

RG

ED

113

L-M

-WG

-01-

PP

ipe

J-M

-WG

-01-

MH

J-M

-MR

W-0

2-M

H27

.52

111.

4011

1.26

0.51

0012

.000

0.01

201.

472.

750.

542.

151.

001.

0011

3.00

SU

RC

HA

RG

ED

114

L-M

-WG

-02-

PP

ipe

J-M

-WG

-02-

MH

J-M

-WG

-01-

MH

36.5

511

1.67

111.

490.

4900

12.0

000.

0120

3.63

2.71

1.34

4.62

1.00

1.00

111.

00S

UR

CH

AR

GE

D

Shortened Bypass Model - 10-Year Event

Appendix B Page 109 of 157

Page 123: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

men

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lem

ent

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t)Le

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iam

eter

or

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Des

ign

Flo

wP

eak

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low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

dID

Typ

e(I

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)N

ode

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eigh

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ough

ness

Flo

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apac

ityD

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low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

eE

leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

115

L-M

-WG

-03-

PP

ipe

J-M

-WG

-03-

MH

J-M

-WG

-02-

MH

143.

5411

4.19

111.

771.

6900

12.0

000.

0120

4.86

5.01

0.97

6.19

1.00

1.00

92.0

0S

UR

CH

AR

GE

D11

6L-

M-W

G-0

4-P

Pip

eJ-

M-W

G-0

4-M

HJ-

M-W

G-0

3-M

H17

5.82

117.

4211

4.29

1.78

0012

.000

0.01

205.

185.

151.

016.

601.

001.

0024

.00

SU

RC

HA

RG

ED

117

L-M

-WP

D-0

1-P

Pip

eJ-

M-W

PD

-02-

MH

J-M

-SB

-15

111.

3577

.53

76.5

30.

9000

24.0

000.

0120

19.2

423

.22

0.83

6.70

2.00

1.00

73.0

0S

UR

CH

AR

GE

D11

8L-

M-W

PD

-02-

PP

ipe

J-M

-WP

D-0

3-M

HJ-

M-W

PD

-02-

MH

215.

3078

.64

77.5

70.

5000

24.0

000.

0120

19.5

117

.28

1.13

6.21

2.00

1.00

76.0

0S

UR

CH

AR

GE

D11

9L-

M-W

PD

-03-

PP

ipe

J-M

-WP

D-0

4-M

HJ-

M-W

PD

-03-

MH

106.

1379

.24

78.7

20.

4900

24.0

000.

0120

16.5

117

.15

0.96

5.26

2.00

1.00

81.0

0S

UR

CH

AR

GE

D12

0L-

M-W

PD

-04-

PP

ipe

J-M

-WP

D-0

5-M

HJ-

M-W

PD

-04-

MH

172.

4480

.17

79.2

80.

5200

24.0

000.

0120

17.0

217

.61

0.97

5.42

2.00

1.00

141.

00S

UR

CH

AR

GE

D12

1L-

M-W

PD

-05-

PP

ipe

J-M

-WP

D-0

6-M

HJ-

M-W

PD

-05-

MH

173.

0581

.07

80.2

70.

4600

24.0

000.

0120

32.0

916

.66

1.93

10.2

12.

001.

0014

5.00

SU

RC

HA

RG

ED

122

L-M

-WP

D-0

6-P

Pip

eJ-

M-W

PD

-07-

MH

J-M

-WP

D-0

6-M

H15

5.60

81.8

781

.11

0.49

0024

.000

0.01

2032

.04

17.1

31.

8710

.20

2.00

1.00

222.

00S

UR

CH

AR

GE

D12

3L-

M-W

PD

-07-

PP

ipe

J-M

-WP

D-0

8-M

HJ-

M-W

PD

-07-

MH

151.

7384

.03

82.1

91.

2100

24.0

000.

0120

23.6

126

.99

0.87

7.52

2.00

1.00

189.

00S

UR

CH

AR

GE

D12

4L-

M-W

PD

-08-

PP

ipe

J-M

-WP

D-0

9-M

HJ-

M-W

PD

-08-

MH

173.

8586

.50

84.0

91.

3900

24.0

000.

0120

22.6

428

.86

0.78

7.75

2.00

1.00

175.

00S

UR

CH

AR

GE

D12

5L-

M-W

PD

-09-

PP

ipe

J-M

-WP

D-1

0-M

HJ-

M-W

PD

-09-

MH

114.

4492

.33

90.0

61.

9800

18.0

000.

0120

14.0

616

.03

0.88

8.45

1.50

1.00

126.

00S

UR

CH

AR

GE

D12

6L-

M-W

PD

-10-

PP

ipe

J-M

-WP

D-1

1-M

HJ-

M-W

PD

-10-

MH

143.

3295

.22

92.3

71.

9900

18.0

000.

0120

13.8

916

.05

0.87

7.99

1.50

1.00

117.

00S

UR

CH

AR

GE

D12

7L-

M-W

PD

-11-

PP

ipe

J-M

-WP

D-1

2-M

HJ-

M-W

PD

-11-

MH

253.

0610

0.36

95.2

92.

0000

18.0

000.

0120

15.6

516

.11

0.97

8.87

1.50

1.00

108.

00S

UR

CH

AR

GE

D12

8L-

M-W

PD

-12-

PP

ipe

J-M

-WP

D-1

3-M

HJ-

M-W

PD

-12-

MH

195.

0610

4.33

100.

441.

9900

18.0

000.

0120

16.6

416

.07

1.04

9.42

1.50

1.00

105.

00S

UR

CH

AR

GE

D12

9L-

M-W

PD

-13-

PP

ipe

J-M

-WP

D-1

4-M

HJ-

M-W

PD

-13-

MH

223.

0810

8.84

104.

382.

0000

18.0

000.

0120

16.8

016

.09

1.04

9.50

1.50

1.00

103.

00S

UR

CH

AR

GE

D13

0L-

M-W

PD

-14-

PP

ipe

J-M

-WP

D-1

5-M

HJ-

M-W

PD

-14-

MH

115.

4211

1.25

108.

951.

9900

18.0

000.

0120

6.43

16.0

60.

403.

641.

501.

0086

.00

SU

RC

HA

RG

ED

131

L-M

-WP

D-1

5-P

Pip

eJ-

M-W

PD

-16-

MH

J-M

-WP

D-1

5-M

H25

1.54

116.

3611

1.31

2.01

0018

.000

0.01

206.

4516

.12

0.40

5.61

1.12

0.79

0.00

Cal

cula

ted

132

L-M

-WP

D-1

6-P

Pip

eJ-

M-W

PD

-17-

MH

J-M

-WP

D-1

6-M

H14

3.28

119.

2611

6.45

1.96

0018

.000

0.01

206.

6315

.94

0.42

7.74

0.67

0.51

0.00

Cal

cula

ted

133

L-M

-WP

D-1

7-P

Pip

eJ-

M-W

PD

-18-

MH

J-M

-WP

D-1

7-M

H15

3.77

122.

2811

9.31

1.93

0018

.000

0.01

206.

6015

.82

0.42

7.76

0.69

0.49

0.00

Cal

cula

ted

134

L-M

-WP

D-1

8-P

Pip

eJ-

M-W

PD

-19-

CB

J-M

-WP

D-1

8-M

H26

1.40

129.

0412

2.41

2.54

0018

.000

0.01

206.

5918

.12

0.36

8.95

0.63

0.43

0.00

Cal

cula

ted

135

L-M

-WP

D-1

9-P

Pip

eJ-

M-W

PD

-20-

CB

J-M

-WP

D-1

9-C

B98

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130.

0512

9.58

0.48

0018

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0.01

206.

637.

880.

844.

511.

130.

770.

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alcu

late

d13

6L-

M-W

PD

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PP

ipe

J-M

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D-2

1-M

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PD

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CB

67.1

513

0.09

130.

070.

0300

18.0

000.

0120

6.67

1.96

3.40

3.89

1.38

0.94

0.00

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AP

AC

ITY

137

L-M

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D-2

1-P

Pip

eJ-

M-W

PD

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CB

J-M

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D-2

1-M

H14

3.68

131.

0513

0.45

0.42

0018

.000

0.01

206.

737.

350.

913.

841.

440.

970.

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alcu

late

d13

8L-

M-W

PD

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PP

ipe

J-M

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D-2

3-C

BJ-

M-W

PD

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CB

70.3

913

1.40

131.

140.

3700

18.0

000.

0120

3.99

6.92

0.58

3.17

1.33

0.92

0.00

Cal

cula

ted

139

L-M

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D-2

3-P

Pip

eJ-

M-W

PD

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IJ-

M-W

PD

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CB

60.6

913

9.63

136.

005.

9800

18.0

000.

0240

3.99

13.9

20.

296.

440.

570.

380.

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alcu

late

d14

0L-

M-W

PD

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PP

ipe

J-M

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D-2

6-C

BJ-

M-W

PD

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O17

3.48

154.

2615

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0.02

403.

301.

372.

414.

740.

840.

840.

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CA

PA

CIT

Y14

1L-

M-B

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CC

hann

elJ-

M-B

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MH

O-M

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1-O

30.0

021

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16.0

016

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024

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0.08

0040

.00

260.

130.

155.

350.

730.

370.

0014

2L-

M-M

RW

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DC

hann

elJ-

M-M

RW

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CB

ST

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RW

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25.0

013

7.00

134.

0012

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012

.000

0.03

203.

8730

1.92

0.01

2.74

0.07

0.07

0.00

143

L-M

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D-2

4-C

Cha

nnel

J-M

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D-2

5-O

J-M

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D-2

4-I

326.

7915

3.39

139.

634.

2100

12.0

000.

0300

3.36

11.8

90.

286.

140.

600.

610.

0014

4L-

O-B

BN

-01-

CC

hann

elJ-

M-B

BN

-01-

MH

J-M

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D-0

5-M

H59

.64

90.5

989

.49

1.84

007.

440

0.03

200.

0016

4.34

0.00

0.00

0.00

0.00

0.00

145

L-O

-BB

N-0

2-C

Cha

nnel

J-M

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N-0

2-M

HJ-

M-B

BN

-01-

MH

148.

5593

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90.5

92.

2000

7.44

00.

0320

0.67

179.

540.

001.

900.

080.

120.

0014

6L-

O-B

BN

-03-

CC

hann

elJ-

M-B

BN

-03-

MH

J-M

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N-0

2-M

H19

2.72

95.9

793

.86

1.09

007.

440

0.03

202.

5012

6.62

0.02

2.03

0.13

0.23

0.00

147

L-O

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N-0

4-C

Cha

nnel

J-M

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N-0

4-M

HJ-

M-B

BN

-03-

MH

84.9

796

.86

95.9

71.

0500

7.44

00.

0320

4.12

123.

850.

032.

270.

160.

280.

0014

8L-

O-B

BN

-05-

CC

hann

elJ-

M-B

BN

-05-

MH

J-M

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N-0

4-M

H24

0.15

99.2

596

.86

1.00

007.

440

0.03

204.

9312

0.72

0.04

2.33

0.18

0.30

0.00

149

L-O

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1-C

Cha

nnel

J-M

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4-M

HJ-

M-M

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CB

155.

7271

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70.1

30.

9200

7.44

00.

0300

3.71

115.

960.

030.

390.

390.

640.

0015

0L-

O-F

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CC

hann

elJ-

M-M

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MH

J-M

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4-M

H21

0.68

73.9

771

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1.14

007.

440

0.03

000.

0012

9.43

0.00

0.00

0.08

0.14

0.00

151

L-O

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3-C

Cha

nnel

J-M

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6-M

HJ-

M-M

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MH

101.

6075

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73.9

71.

2500

7.44

00.

0320

0.00

135.

290.

000.

000.

000.

000.

0015

2L-

O-F

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CC

hann

elJ-

M-M

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MH

J-M

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6-M

H19

0.32

76.8

775

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0.86

007.

440

0.03

200.

0011

1.99

0.00

0.00

0.00

0.00

0.00

153

L-O

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5-C

Cha

nnel

J-M

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8-M

HJ-

M-M

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MH

149.

8677

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76.8

70.

7300

7.44

00.

0320

0.00

103.

680.

000.

000.

000.

000.

0015

4L-

O-F

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CC

hann

elJ-

M-M

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MH

J-M

-M-0

8-M

H18

2.26

79.6

277

.97

0.91

007.

440

0.03

200.

0011

5.14

0.00

0.00

0.00

0.00

0.00

155

L-O

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1-C

Cha

nnel

J-M

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1-M

HJ-

M-M

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MH

32.0

073

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73.9

7-0

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07.

440

0.01

300.

0063

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0.00

0.00

0.00

0.00

0.00

156

L-O

-F-1

2-C

Cha

nnel

J-M

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2-C

BJ-

M-F

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MH

24.6

574

.36

73.9

51.

6600

7.44

00.

0320

0.00

200.

290.

000.

000.

000.

000.

0015

7L-

O-F

-13-

CC

hann

elJ-

M-F

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MH

J-M

-F-0

2-C

B19

.50

74.4

074

.36

0.21

007.

440

0.03

200.

0070

.34

0.00

0.00

0.00

0.00

0.00

158

L-O

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4-C

Cha

nnel

J-M

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4-M

HJ-

M-F

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MH

46.7

774

.73

74.4

00.

7100

7.44

00.

0320

0.00

101.

650.

000.

000.

000.

000.

0015

9L-

O-G

TN

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CC

hann

elJ-

M-G

TN

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MH

J-M

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N-0

5-M

H11

1.25

95.6

694

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0.67

007.

440

0.03

2029

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99.3

60.

302.

390.

621.

0039

.00

160

L-O

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S-0

1-C

Cha

nnel

J-M

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S-0

1-M

HJ-

M-G

TS

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MH

84.7

591

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91.2

70.

7100

7.44

00.

0320

13.7

110

1.82

0.13

0.94

0.62

1.00

111.

0016

1L-

O-G

TS

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CC

hann

elJ-

M-G

TS

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MH

J-M

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S-0

2-M

H51

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91.5

391

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0.50

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440

0.03

2011

.93

85.6

90.

141.

120.

621.

0013

6.00

162

L-O

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CC

hann

elS

T-M

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CH

J-L-

WP

D-0

1-C

B53

5.00

105.

1582

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4.25

0010

.440

0.03

204.

9143

5.26

0.01

4.11

0.15

0.17

0.00

163

L-O

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W-0

1-C

Cha

nnel

J-M

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W-0

2-M

HJ-

M-M

RW

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MH

157.

9011

6.45

114.

990.

9200

7.44

00.

0320

15.9

611

6.36

0.14

2.48

0.42

0.68

0.00

164

L-O

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W-0

2-C

Cha

nnel

J-M

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W-0

1-M

HJ-

M-W

PD

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MH

24.2

011

4.99

115.

10-0

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07.

440

0.03

2019

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81.5

90.

241.

670.

450.

730.

0016

5L-

O-N

E-0

1-C

Cha

nnel

J-M

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MH

J-M

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CB

20.5

910

1.42

101.

101.

5500

7.44

00.

0130

8.08

1279

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0.01

0.12

0.62

1.00

57.0

016

6L-

O-N

E-0

2-C

Cha

nnel

J-M

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MH

J-M

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-04-

MH

128.

4710

2.63

101.

420.

9400

7.44

00.

0320

5.27

117.

440.

041.

160.

390.

630.

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7L-

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E-0

3-C

Cha

nnel

J-M

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MH

J-M

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MH

160.

1810

4.20

102.

630.

9800

7.44

00.

0320

4.98

119.

800.

042.

290.

170.

300.

0016

8L-

O-N

E-0

4-C

Cha

nnel

J-M

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MH

J-M

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MH

109.

2510

5.36

104.

201.

0600

7.44

00.

0320

5.22

124.

690.

042.

430.

180.

300.

0016

9L-

O-N

E-0

5-C

Cha

nnel

J-M

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MH

J-M

-NE

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MH

105.

8410

6.45

105.

361.

0300

7.44

00.

0320

5.38

122.

800.

042.

420.

190.

310.

0017

0L-

O-N

E-0

6-C

Cha

nnel

J-M

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MH

J-M

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MH

106.

3410

7.55

106.

451.

0300

7.44

00.

0320

5.42

123.

080.

042.

430.

190.

310.

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1L-

O-N

E-0

7-C

Cha

nnel

J-M

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MH

J-M

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MH

66.7

110

8.33

107.

551.

1700

7.44

00.

0320

5.53

130.

850.

042.

540.

190.

300.

00

Shortened Bypass Model - 10-Year Event

Appendix B Page 110 of 157

Page 124: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

men

tE

lem

ent

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t)Le

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vera

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eter

or

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ning

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Des

ign

Flo

wP

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k F

low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

dID

Typ

e(I

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)N

ode

Inve

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Slo

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eigh

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ough

ness

Flo

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apac

ityD

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n F

low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

eE

leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

172

L-O

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CC

hann

elJ-

M-N

E-1

1-M

HJ-

M-N

E-1

0-M

H71

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109.

0910

8.33

1.06

007.

440

0.03

205.

6412

4.41

0.05

2.48

0.19

0.31

0.00

173

L-O

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CC

hann

elJ-

M-N

E-1

2-M

HJ-

M-N

E-1

1-M

H33

.00

109.

4910

9.09

1.21

007.

440

0.02

702.

7727

0.92

0.01

0.39

0.12

0.19

0.00

174

L-O

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CC

hann

elJ-

M-N

E-1

4-M

HJ-

M-N

E-1

3-M

H24

0.65

116.

4411

3.67

1.15

007.

440

0.03

200.

0012

9.83

0.00

0.00

0.31

0.51

0.00

175

L-O

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CC

hann

elJ-

M-N

E-1

5-M

HJ-

M-N

E-1

4-M

H11

5.13

117.

8611

6.44

1.23

007.

440

0.03

200.

0013

4.39

0.00

0.00

0.00

0.01

0.00

176

L-O

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CC

hann

elJ-

M-N

E-1

6-M

HJ-

M-N

E-1

5-M

H16

5.49

119.

8711

7.86

1.21

007.

440

0.03

200.

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3.36

0.00

0.00

0.00

0.00

0.00

177

L-O

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CC

hann

elJ-

M-N

E-1

7-M

HJ-

M-N

E-1

6-M

H12

7.38

121.

4411

9.87

1.23

007.

440

0.03

200.

0013

4.35

0.00

0.00

0.00

0.00

0.00

178

L-O

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CC

hann

elJ-

M-N

E-1

8-M

HJ-

M-N

E-1

7-M

H13

0.95

122.

9812

1.44

1.18

007.

440

0.03

200.

0013

1.23

0.00

0.00

0.00

0.00

0.00

179

L-O

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CC

hann

elJ-

M-N

E-1

9-M

HJ-

M-N

E-1

8-M

H16

5.36

125.

1412

2.98

1.31

007.

440

0.03

200.

0013

8.31

0.00

0.00

0.00

0.00

0.00

180

L-O

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CC

hann

elJ-

M-N

E-1

9-M

HJ-

M-N

E-2

0-C

B18

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125.

1412

5.08

0.32

007.

440

0.01

300.

0028

9.73

0.00

0.00

0.00

0.01

0.00

181

L-O

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CC

hann

elJ-

M-W

G-0

1-M

HJ-

M-M

RW

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MH

27.5

211

6.55

116.

450.

3600

7.44

00.

0320

5.26

72.9

50.

071.

260.

250.

420.

0018

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G-0

2-C

Cha

nnel

J-M

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MH

J-M

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MH

36.5

511

7.34

116.

552.

1600

7.44

00.

0320

2.52

177.

910.

011.

310.

170.

280.

0018

3L-

O-W

G-0

3-C

Cha

nnel

J-M

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MH

J-M

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MH

143.

5412

0.23

117.

342.

0100

7.44

00.

0320

1.34

171.

710.

011.

740.

110.

180.

0018

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O-W

G-0

4-C

Cha

nnel

J-M

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MH

J-M

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MH

175.

8212

3.81

120.

232.

0400

7.44

00.

0320

1.34

172.

680.

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200.

100.

160.

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5L-

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PD

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CC

hann

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B-1

5J-

L-W

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CB

126.

6783

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82.4

10.

8900

10.4

400.

0320

0.00

199.

400.

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000.

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6L-

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PD

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CC

hann

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M-W

PD

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MH

J-M

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111.

3584

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83.5

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0100

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7L-

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PD

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CC

hann

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M-W

PD

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MH

J-M

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D-0

2-M

H21

5.30

86.9

384

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0010

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0.03

200.

0021

6.78

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0.00

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0.00

188

L-O

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D-0

4-C

Cha

nnel

J-M

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D-0

4-M

HJ-

M-W

PD

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MH

123.

9988

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86.9

30.

8800

10.4

400.

0320

0.00

197.

950.

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000.

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000.

0018

9L-

O-W

PD

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CC

hann

elJ-

M-W

PD

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MH

J-M

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D-0

4-M

H18

3.52

89.4

988

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0.80

0010

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200.

0018

8.95

0.00

0.00

0.00

0.00

0.00

190

L-O

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D-0

6-C

Cha

nnel

J-M

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D-0

6-M

HJ-

M-W

PD

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MH

173.

0591

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89.4

91.

2000

10.4

400.

0320

4.21

231.

460.

022.

470.

150.

200.

0019

1L-

O-W

PD

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CC

hann

elJ-

M-W

PD

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MH

J-M

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D-0

6-M

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5.60

93.1

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Shortened Bypass Model - 10-Year Event

Appendix B Page 111 of 157

Page 125: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)1 J-L-WPD-01-CB 75.70 83.28 7.58 75.70 0.00 83.28 0.00 0.00 0.002 J-M-B-02-MH 18.14 23.00 4.86 18.14 0.00 23.00 0.00 0.00 0.003 J-M-B-03-D 19.58 124.25 104.67 19.58 0.00 124.25 0.00 0.00 0.004 J-M-B-04-D 33.12 121.62 88.50 33.12 0.00 121.62 0.00 0.00 0.005 J-M-B-05-D 45.37 119.53 74.16 45.37 0.00 119.53 0.00 0.00 0.006 J-M-B-06-MH 58.29 71.00 12.71 58.29 0.00 71.00 0.00 0.00 0.007 J-M-BBC-04-CB 84.70 90.22 5.52 84.70 0.00 90.22 0.00 5102.00 0.008 J-M-BBN-01-MH 83.24 91.21 7.97 83.24 0.00 91.21 0.00 0.00 0.009 J-M-BBN-02-MH 86.01 94.48 8.47 86.01 0.00 94.48 0.00 0.00 0.00

10 J-M-BBN-03-MH 87.02 96.59 9.57 87.02 0.00 96.59 0.00 0.00 0.0011 J-M-BBN-04-MH 87.55 97.48 9.93 87.55 0.00 97.48 0.00 0.00 0.0012 J-M-BBN-05-MH 88.82 99.87 11.05 88.82 0.00 99.87 0.00 0.00 0.0013 J-M-F-01-MH 68.27 74.57 6.30 68.27 0.00 74.57 0.00 0.00 0.0014 J-M-F-02-CB 68.67 74.98 6.31 68.67 0.00 74.98 0.00 0.00 0.0015 J-M-F-03-MH 68.92 75.02 6.10 68.92 0.00 75.02 0.00 0.00 0.0016 J-M-F-04-MH 69.48 75.35 5.87 69.48 0.00 75.35 0.00 0.00 0.0017 J-M-GTN-01-MH 87.82 97.29 9.47 87.82 0.00 97.29 0.00 0.00 0.0018 J-M-GTN-02-MH 88.17 98.09 9.92 88.17 0.00 98.09 0.00 0.00 0.0019 J-M-GTN-03-MH 88.92 97.86 8.94 88.92 0.00 97.86 0.00 10.00 0.0020 J-M-GTN-04-MH 89.81 96.28 6.47 89.81 0.00 96.28 0.00 2376.00 0.0021 J-M-GTN-05-MH 90.31 95.53 5.22 90.31 0.00 95.53 0.00 15201.00 0.0022 J-M-GTN-06-MH 92.16 97.24 5.08 92.16 0.00 97.24 0.00 10.00 0.0023 J-M-GTN-07-MH 93.15 98.46 5.31 93.15 0.00 98.46 0.00 0.00 0.0024 J-M-GTS-01-MH 84.01 92.49 8.48 84.01 0.00 92.49 0.00 9061.00 0.0025 J-M-GTS-02-MH 84.49 91.89 7.40 84.49 0.00 91.89 0.00 11513.00 0.0026 J-M-GTS-03-MH 85.25 92.15 6.90 85.25 0.00 92.15 0.00 12404.00 0.0027 J-M-GTS-04-MH 87.54 94.49 6.95 87.54 0.00 94.49 0.00 10.00 0.0028 J-M-GTS-05-MH 88.86 95.92 7.06 88.86 0.00 95.92 0.00 10.00 0.0029 J-M-GTS-06-MH 89.30 96.48 7.18 89.30 0.00 96.48 0.00 0.00 0.0030 J-M-GTS-07-MH 90.98 98.10 7.12 90.98 0.00 98.10 0.00 10.00 0.0031 J-M-GTS-08-MH 91.76 100.61 8.85 91.76 0.00 100.61 0.00 0.00 0.0032 J-M-GTS-09-MH 92.03 101.38 9.35 92.03 0.00 101.38 0.00 0.00 0.0033 J-M-GTS-10-MH 92.36 102.32 9.96 92.36 0.00 102.32 0.00 0.00 0.0034 J-M-GTS-12-MH 93.05 101.43 8.38 93.05 0.00 101.43 0.00 0.00 0.0035 J-M-GTS-13-MH 93.34 100.14 6.80 93.34 0.00 100.14 0.00 0.00 0.0036 J-M-M-02-MH 62.92 71.00 8.08 62.92 0.00 71.00 0.00 10.00 0.0037 J-M-M-03-CB 63.72 70.75 7.03 63.72 0.00 70.75 0.00 38000.00 0.0038 J-M-M-04-MH 65.33 72.18 6.85 65.33 0.00 72.18 0.00 0.00 0.0039 J-M-M-05-MH 66.98 74.59 7.61 66.98 0.00 74.59 0.00 0.00 0.0040 J-M-M-06-MH 67.65 75.86 8.21 67.65 0.00 75.86 0.00 0.00 0.0041 J-M-M-07-MH 68.39 77.49 9.10 68.39 0.00 77.49 0.00 0.00 0.0042 J-M-M-08-MH 68.81 78.59 9.78 68.81 0.00 78.59 0.00 0.00 0.0043 J-M-M-09-MH 69.56 80.24 10.68 69.56 0.00 80.24 0.00 0.00 0.0044 J-M-M-10-MH 69.95 80.52 10.57 69.95 0.00 80.52 0.00 0.00 0.0045 J-M-M-11-MH 70.34 81.51 11.17 70.34 0.00 81.51 0.00 0.00 0.0046 J-M-M-12-MH 70.83 83.82 12.99 70.83 0.00 83.82 0.00 0.00 0.0047 J-M-MRW-01-MH 109.03 115.61 6.58 109.03 0.00 115.61 0.00 0.00 0.0048 J-M-MRW-02-MH 111.03 117.07 6.04 111.03 0.00 117.07 0.00 0.00 0.0049 J-M-MRW-03-MH 112.75 128.03 15.28 112.75 0.00 128.03 0.00 0.00 0.0050 J-M-MRW-04-MH 120.68 136.83 16.15 120.68 0.00 136.83 0.00 0.00 0.0051 J-M-MRW-05-MH 122.32 140.48 18.16 122.32 0.00 140.48 0.00 0.00 0.0052 J-M-MRW-06A-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0053 J-M-MRW-06B-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0054 J-M-MRW-07-MH 124.69 135.14 10.45 124.69 0.00 135.14 0.00 5755.00 0.0055 J-M-MRW-08-MH 125.38 137.16 11.78 125.38 0.00 137.16 0.00 0.00 0.0056 J-M-MRW-09-MH 125.98 139.48 13.50 125.98 0.00 139.48 0.00 0.00 0.0057 J-M-MRW-10-MH 126.59 138.92 12.33 126.59 0.00 138.92 0.00 0.00 0.0058 J-M-MRW-11-MH 127.34 136.88 9.54 127.34 0.00 136.88 0.00 0.00 0.0059 J-M-MRW-12-MH 128.22 140.97 12.75 128.22 0.00 140.97 0.00 0.00 0.0060 J-M-MRW-13-MH 128.70 139.79 11.09 128.70 0.00 139.79 0.00 0.00 0.0061 J-M-MRW-14-MH 128.98 139.18 10.20 128.98 0.00 139.18 0.00 0.00 0.0062 J-M-MRW-15-MH 129.51 137.85 8.34 129.51 0.00 137.85 0.00 0.00 0.0063 J-M-MRW-16-MH 130.08 136.70 6.62 130.08 0.00 136.70 0.00 0.00 0.0064 J-M-MRW-17-MH 130.73 135.54 4.81 130.73 0.00 135.54 0.00 10.00 0.0065 J-M-MRW-18-CB 130.93 135.35 4.42 130.93 0.00 135.35 0.00 0.00 0.0066 J-M-MRW-20-CB 132.83 138.00 5.17 132.83 0.00 138.00 0.00 0.00 0.0067 J-M-MRW-21-MH 168.94 175.34 6.40 168.94 0.00 175.34 0.00 0.00 0.0068 J-M-MRW-22-CB 170.92 175.13 4.21 170.92 0.00 175.13 0.00 0.00 0.0069 J-M-NE-01-MH 93.46 99.72 6.26 93.46 0.00 99.72 0.00 0.00 0.0070 J-M-NE-02-MH 94.87 101.00 6.13 94.87 0.00 101.00 0.00 0.00 0.0071 J-M-NE-03-CB 95.75 101.72 5.97 95.75 0.00 101.72 0.00 5563.00 0.0072 J-M-NE-04-MH 95.92 102.04 6.12 95.92 0.00 102.04 0.00 5479.00 0.0073 J-M-NE-05-MH 96.80 103.25 6.45 96.80 0.00 103.25 0.00 0.00 0.0074 J-M-NE-06-MH 98.53 104.82 6.29 98.53 0.00 104.82 0.00 0.00 0.0075 J-M-NE-07-MH 99.73 105.98 6.25 99.73 0.00 105.98 0.00 0.00 0.0076 J-M-NE-08-MH 100.94 107.07 6.13 100.94 0.00 107.07 0.00 0.00 0.0077 J-M-NE-09-MH 102.08 108.17 6.09 102.08 0.00 108.17 0.00 0.00 0.0078 J-M-NE-10-MH 102.78 108.95 6.17 102.78 0.00 108.95 0.00 0.00 0.0079 J-M-NE-11-MH 103.34 109.71 6.37 103.34 0.00 109.71 0.00 0.00 0.0080 J-M-NE-12-MH 103.91 110.11 6.20 103.91 0.00 110.11 0.00 0.00 0.0081 J-M-NE-13-MH 107.69 114.29 6.60 107.69 0.00 114.29 0.00 8312.00 0.0082 J-M-NE-14-MH 110.78 117.06 6.28 110.78 0.00 117.06 0.00 0.00 0.00

Shortened Bypass Model - 10-Year Event

Appendix B Page 112 of 157

Page 126: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)83 J-M-NE-15-MH 112.27 118.48 6.21 112.27 0.00 118.48 0.00 0.00 0.0084 J-M-NE-16-MH 114.34 120.49 6.15 114.34 0.00 120.49 0.00 0.00 0.0085 J-M-NE-17-MH 115.95 122.06 6.11 115.95 0.00 122.06 0.00 0.00 0.0086 J-M-NE-18-MH 117.53 123.60 6.07 117.53 0.00 123.60 0.00 0.00 0.0087 J-M-NE-19-MH 118.80 125.76 6.96 118.80 0.00 125.76 0.00 0.00 0.0088 J-M-NE-20-CB 118.96 125.70 6.74 118.96 0.00 125.70 0.00 0.00 0.0089 J-M-NE-21-MH 119.66 127.00 7.34 119.66 0.00 127.00 0.00 0.00 0.0090 J-M-NE-22-MH 120.32 131.20 10.88 120.32 0.00 131.20 0.00 0.00 0.0091 J-M-NE-23-CB 118.22 129.00 10.78 118.22 0.00 129.00 0.00 10.00 0.0092 J-M-SB-01 59.90 72.00 12.10 59.90 0.00 72.00 0.00 0.00 0.0093 J-M-SB-02 60.60 73.50 12.90 60.60 0.00 73.50 0.00 0.00 0.0094 J-M-SB-03 62.05 77.00 14.95 62.05 0.00 77.00 0.00 0.00 0.0095 J-M-SB-04 63.57 80.00 16.43 63.57 0.00 80.00 0.00 0.00 0.0096 J-M-SB-05 64.86 83.50 18.64 64.86 0.00 83.50 0.00 0.00 0.0097 J-M-SB-06 66.10 86.00 19.90 66.10 0.00 86.00 0.00 0.00 0.0098 J-M-SB-07 67.28 84.00 16.72 67.28 0.00 84.00 0.00 0.00 0.0099 J-M-SB-08 68.47 81.00 12.53 68.47 0.00 81.00 0.00 0.00 0.00

100 J-M-SB-09 69.10 80.00 10.90 69.10 0.00 80.00 0.00 0.00 0.00101 J-M-SB-10 69.83 79.00 9.17 69.83 0.00 79.00 0.00 7653.00 0.00102 J-M-SB-11 70.44 80.00 9.56 70.44 0.00 80.00 0.00 0.00 0.00103 J-M-SB-12 71.81 82.50 10.69 71.81 0.00 82.50 0.00 0.00 0.00104 J-M-SB-13 73.03 84.00 10.97 73.03 0.00 84.00 0.00 0.00 0.00105 J-M-SB-14 73.64 84.50 10.86 73.64 0.00 84.50 0.00 0.00 0.00106 J-M-SB-15 74.37 84.41 10.04 74.37 0.00 84.41 0.00 0.00 0.00107 J-M-SB-16 74.60 84.00 9.40 74.60 0.00 84.00 0.00 0.00 0.00108 J-M-SB-17 77.40 86.95 9.55 77.40 0.00 86.95 0.00 0.00 0.00109 J-M-SB-18 78.94 88.05 9.11 78.94 0.00 88.05 0.00 0.00 0.00110 J-M-SB-19 80.01 89.39 9.38 80.01 0.00 89.39 0.00 0.00 0.00111 J-M-WG-01-MH 111.40 117.27 5.87 111.40 0.00 117.27 0.00 0.00 0.00112 J-M-WG-02-MH 111.67 117.96 6.29 111.67 0.00 117.96 0.00 0.00 0.00113 J-M-WG-03-MH 114.19 120.85 6.66 114.19 0.00 120.85 0.00 0.00 0.00114 J-M-WG-04-MH 117.42 124.43 7.01 117.42 0.00 124.43 0.00 0.00 0.00115 J-M-WPD-02-MH 77.53 85.53 8.00 77.53 0.00 85.53 0.00 0.00 0.00116 J-M-WPD-03-MH 78.64 87.80 9.16 78.64 0.00 87.80 0.00 0.00 0.00117 J-M-WPD-04-MH 79.24 88.89 9.65 79.24 0.00 88.89 0.00 0.00 0.00118 J-M-WPD-05-MH 80.17 90.36 10.19 80.17 0.00 90.36 0.00 0.00 0.00119 J-M-WPD-06-MH 81.07 92.44 11.37 81.07 0.00 92.44 0.00 0.00 0.00120 J-M-WPD-07-MH 81.87 94.05 12.18 81.87 0.00 94.05 0.00 0.00 0.00121 J-M-WPD-08-MH 84.03 95.61 11.58 84.03 0.00 95.61 0.00 0.00 0.00122 J-M-WPD-09-MH 86.50 97.41 10.91 86.50 0.00 97.41 0.00 0.00 0.00123 J-M-WPD-10-MH 92.33 99.29 6.96 92.33 0.00 99.29 0.00 0.00 0.00124 J-M-WPD-11-MH 95.22 102.23 7.01 95.22 0.00 102.23 0.00 0.00 0.00125 J-M-WPD-12-MH 100.36 107.42 7.06 100.36 0.00 107.42 0.00 0.00 0.00126 J-M-WPD-13-MH 104.33 111.41 7.08 104.33 0.00 111.41 0.00 0.00 0.00127 J-M-WPD-14-MH 108.84 115.97 7.13 108.84 0.00 115.97 0.00 0.00 0.00128 J-M-WPD-15-MH 111.25 118.16 6.91 111.25 0.00 118.16 0.00 0.00 0.00129 J-M-WPD-16-MH 116.36 122.51 6.15 116.36 0.00 122.51 0.00 0.00 0.00130 J-M-WPD-17-MH 119.26 125.44 6.18 119.26 0.00 125.44 0.00 0.00 0.00131 J-M-WPD-18-MH 122.28 128.52 6.24 122.28 0.00 128.52 0.00 0.00 0.00132 J-M-WPD-19-CB 129.04 134.11 5.07 129.04 0.00 134.11 0.00 0.00 0.00133 J-M-WPD-20-CB 130.05 135.61 5.56 130.05 0.00 135.61 0.00 0.00 0.00134 J-M-WPD-21-MH 130.09 137.19 7.10 130.09 0.00 137.19 0.00 0.00 0.00135 J-M-WPD-22-CB 131.05 136.11 5.06 131.05 0.00 136.11 0.00 0.00 0.00136 J-M-WPD-23-CB 131.40 138.74 7.34 131.40 0.00 138.74 0.00 0.00 0.00137 J-M-WPD-24-I 139.63 141.13 1.50 139.63 0.00 141.13 0.00 0.00 0.00138 J-M-WPD-25-O 153.39 154.39 1.00 153.39 0.00 154.39 0.00 0.00 0.00139 J-M-WPD-26-CB 154.26 160.16 5.90 154.26 0.00 160.16 0.00 0.00 0.00

Shortened Bypass Model - 10-Year Event

Appendix B Page 113 of 157

Page 127: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB 8.81 3.91 82.36 6.66 0.00 0.92 76.16 0.46 0 12:23 0 00:00 0.00 0.002 J-M-B-02-MH 40.00 0.00 21.73 3.59 0.00 1.27 21.33 3.19 0 13:16 0 00:00 0.00 0.003 J-M-B-03-D 40.00 0.00 32.01 12.43 0.00 92.24 23.84 4.26 0 12:57 0 00:00 0.00 0.004 J-M-B-04-D 40.00 0.00 49.18 16.06 0.00 72.44 36.64 3.52 0 13:16 0 00:00 0.00 0.005 J-M-B-05-D 40.00 0.00 60.17 14.80 0.00 59.36 48.53 3.16 0 13:16 0 00:00 0.00 0.006 J-M-B-06-MH 40.02 0.00 70.29 12.00 0.00 0.71 60.81 2.52 0 13:16 0 00:00 0.00 0.007 J-M-BBC-04-CB 7.57 7.57 90.25 5.55 0.03 0.00 84.88 0.18 0 12:12 0 12:11 0.04 5.008 J-M-BBN-01-MH 5.96 0.00 90.44 7.20 0.00 0.77 83.72 0.48 0 12:23 0 00:00 0.00 0.009 J-M-BBN-02-MH 6.45 0.00 93.94 7.93 0.00 0.54 86.32 0.31 0 12:23 0 00:00 0.00 0.00

10 J-M-BBN-03-MH 7.55 0.00 96.11 9.09 0.00 0.48 87.50 0.48 0 12:20 0 00:00 0.00 0.0011 J-M-BBN-04-MH 8.55 0.00 97.03 9.48 0.00 0.45 88.08 0.53 0 12:15 0 00:00 0.00 0.0012 J-M-BBN-05-MH 10.11 10.11 99.43 10.61 0.00 0.44 89.39 0.57 0 12:12 0 00:00 0.00 0.0013 J-M-F-01-MH 3.55 0.00 73.36 5.09 0.00 1.21 69.03 0.76 0 12:22 0 00:00 0.00 0.0014 J-M-F-02-CB 3.64 0.00 73.47 4.80 0.00 1.51 69.39 0.72 0 12:21 0 00:00 0.00 0.0015 J-M-F-03-MH 3.75 0.00 73.60 4.68 0.00 1.42 69.62 0.70 0 12:19 0 00:00 0.00 0.0016 J-M-F-04-MH 4.08 4.08 73.83 4.35 0.00 1.52 70.07 0.59 0 12:18 0 00:00 0.00 0.0017 J-M-GTN-01-MH 3.57 0.00 96.69 8.87 0.00 0.60 89.19 1.37 0 12:14 0 00:00 0.00 0.0018 J-M-GTN-02-MH 3.57 0.00 96.55 8.38 0.00 1.54 89.54 1.37 0 12:56 0 00:00 0.00 0.0019 J-M-GTN-03-MH 3.78 0.00 97.86 8.94 0.00 0.00 90.26 1.34 0 14:53 0 00:00 0.00 0.0020 J-M-GTN-04-MH 6.86 0.00 96.31 6.50 0.03 0.00 91.15 1.34 0 13:20 0 13:05 0.06 39.0021 J-M-GTN-05-MH 29.80 8.86 96.31 6.00 0.78 0.00 91.61 1.30 0 13:18 0 14:51 3.99 169.0022 J-M-GTN-06-MH 1.89 0.00 97.24 5.08 0.00 0.00 92.97 0.81 0 11:58 0 11:58 0.00 0.0023 J-M-GTN-07-MH 1.89 0.00 97.46 4.31 0.00 1.00 93.78 0.63 0 12:09 0 00:00 0.00 0.0024 J-M-GTS-01-MH 15.70 0.00 93.09 9.08 0.60 0.00 85.60 1.59 0 13:03 0 12:23 1.93 111.0025 J-M-GTS-02-MH 21.75 11.64 93.10 8.61 1.21 0.00 86.02 1.53 0 13:03 0 12:14 5.11 147.0026 J-M-GTS-03-MH 17.60 0.00 93.10 7.85 0.95 0.00 86.65 1.40 0 13:04 0 12:15 3.64 136.0027 J-M-GTS-04-MH 5.71 0.00 94.49 6.95 0.00 0.00 88.57 1.03 0 12:06 0 12:06 0.00 0.0028 J-M-GTS-05-MH 5.71 0.00 95.92 7.06 0.00 0.00 89.74 0.88 0 12:06 0 12:08 0.00 0.0029 J-M-GTS-06-MH 5.71 0.00 96.46 7.16 0.00 0.02 90.16 0.86 0 12:08 0 00:00 0.00 0.0030 J-M-GTS-07-MH 5.53 0.00 98.10 7.12 0.00 0.00 91.62 0.64 0 12:08 0 00:00 0.00 0.0031 J-M-GTS-08-MH 5.66 0.00 98.19 6.43 0.00 2.42 92.43 0.67 0 12:09 0 00:00 0.00 0.0032 J-M-GTS-09-MH 5.70 0.00 98.61 6.58 0.00 2.77 92.71 0.68 0 12:09 0 00:00 0.00 0.0033 J-M-GTS-10-MH 5.80 0.00 98.62 6.26 0.00 3.70 93.03 0.67 0 12:09 0 00:00 0.00 0.0034 J-M-GTS-12-MH 5.92 0.00 98.18 5.13 0.00 3.25 93.66 0.61 0 12:09 0 00:00 0.00 0.0035 J-M-GTS-13-MH 5.97 0.00 97.89 4.55 0.00 2.25 93.97 0.63 0 12:09 0 00:00 0.00 0.0036 J-M-M-02-MH 16.78 0.00 71.01 8.09 0.01 0.00 64.52 1.60 0 12:09 0 12:08 0.00 0.0037 J-M-M-03-CB 21.08 7.73 71.50 7.78 0.75 0.00 65.30 1.58 0 13:59 0 12:36 8.62 190.0038 J-M-M-04-MH 17.23 0.00 71.73 6.40 0.00 0.45 66.59 1.26 0 13:34 0 00:00 0.00 0.0039 J-M-M-05-MH 17.25 3.12 73.22 6.24 0.00 1.37 68.05 1.07 0 12:23 0 00:00 0.00 0.0040 J-M-M-06-MH 14.36 0.00 73.86 6.21 0.00 2.00 68.60 0.95 0 12:24 0 00:00 0.00 0.0041 J-M-M-07-MH 15.50 0.00 74.70 6.31 0.00 2.79 69.30 0.91 0 12:24 0 00:00 0.00 0.0042 J-M-M-08-MH 16.93 0.00 75.38 6.57 0.00 3.21 69.75 0.94 0 12:24 0 00:00 0.00 0.0043 J-M-M-09-MH 18.54 2.26 76.24 6.68 0.00 4.00 70.38 0.82 0 12:24 0 00:00 0.00 0.0044 J-M-M-10-MH 16.30 0.00 76.83 6.88 0.00 3.69 70.73 0.78 0 12:22 0 00:00 0.00 0.0045 J-M-M-11-MH 16.32 0.00 77.40 7.06 0.00 4.11 71.11 0.77 0 12:22 0 00:00 0.00 0.0046 J-M-M-12-MH 17.09 1.54 77.93 7.10 0.00 5.89 71.55 0.72 0 12:22 0 00:00 0.00 0.0047 J-M-MRW-01-MH 24.10 0.00 115.54 6.51 0.00 0.07 110.26 1.23 0 12:13 0 00:00 0.00 0.0048 J-M-MRW-02-MH 24.21 3.60 116.74 5.71 0.00 0.33 111.86 0.83 0 12:12 0 00:00 0.00 0.0049 J-M-MRW-03-MH 15.14 0.00 123.43 10.68 0.00 4.60 113.65 0.90 0 12:02 0 00:00 0.00 0.0050 J-M-MRW-04-MH 15.14 0.00 130.34 9.66 0.00 6.49 121.10 0.42 0 12:02 0 00:00 0.00 0.0051 J-M-MRW-05-MH 15.14 0.00 130.73 8.41 0.00 9.75 123.05 0.73 0 12:17 0 00:00 0.00 0.0052 J-M-MRW-06A-MH 36.01 0.00 135.74 11.75 0.13 0.00 124.81 0.82 0 12:20 0 12:12 0.43 24.0053 J-M-MRW-06B-MH 29.61 29.61 135.78 11.79 0.17 0.00 128.00 4.01 0 12:18 0 12:09 0.58 28.0054 J-M-MRW-07-MH 10.75 0.00 135.79 11.10 0.65 0.00 128.10 3.41 0 12:14 0 12:08 1.08 37.0055 J-M-MRW-08-MH 4.48 0.00 135.83 10.45 0.00 1.33 128.28 2.90 0 12:11 0 00:00 0.00 0.0056 J-M-MRW-09-MH 4.47 0.00 135.91 9.93 0.00 3.57 128.47 2.49 0 12:11 0 00:00 0.00 0.0057 J-M-MRW-10-MH 4.47 2.66 136.02 9.43 0.00 2.90 128.69 2.10 0 12:11 0 00:00 0.00 0.0058 J-M-MRW-11-MH 3.92 0.00 136.03 8.69 0.00 0.85 129.01 1.67 0 12:11 0 00:00 0.00 0.0059 J-M-MRW-12-MH 3.92 1.17 136.06 7.84 0.00 4.91 129.45 1.23 0 12:11 0 00:00 0.00 0.0060 J-M-MRW-13-MH 3.87 0.00 136.07 7.37 0.00 3.72 129.75 1.05 0 12:11 0 00:00 0.00 0.0061 J-M-MRW-14-MH 4.74 4.74 136.09 7.11 0.00 3.09 129.94 0.96 0 12:11 0 00:00 0.00 0.0062 J-M-MRW-15-MH 4.21 0.00 135.78 6.27 0.00 2.07 130.21 0.70 0 12:11 0 00:00 0.00 0.0063 J-M-MRW-16-MH 4.21 0.00 135.45 5.37 0.00 1.25 130.60 0.52 0 12:11 0 00:00 0.00 0.0064 J-M-MRW-17-MH 4.22 0.00 135.54 4.81 0.00 0.00 131.09 0.36 0 12:03 0 00:00 0.00 0.0065 J-M-MRW-18-CB 4.22 0.00 134.32 3.39 0.00 1.03 131.34 0.41 0 12:35 0 00:00 0.00 0.0066 J-M-MRW-20-CB 3.88 0.00 137.07 4.24 0.00 0.93 136.87 4.04 0 12:12 0 00:00 0.00 0.0067 J-M-MRW-21-MH 3.91 0.00 169.43 0.49 0.00 5.91 169.02 0.08 0 12:12 0 00:00 0.00 0.0068 J-M-MRW-22-CB 3.91 3.91 172.80 1.88 0.00 2.33 171.05 0.13 0 12:11 0 00:00 0.00 0.0069 J-M-NE-01-MH 5.97 0.00 97.95 4.49 0.00 1.77 94.11 0.65 0 12:09 0 00:00 0.00 0.0070 J-M-NE-02-MH 5.06 0.00 99.94 5.07 0.00 1.06 95.71 0.84 0 12:09 0 00:00 0.00 0.0071 J-M-NE-03-CB 11.60 7.25 102.15 6.40 0.43 0.00 96.85 1.10 0 13:01 0 12:13 0.90 104.0072 J-M-NE-04-MH 8.19 0.00 102.15 6.23 0.11 0.00 97.00 1.08 0 13:02 0 12:33 0.32 57.0073 J-M-NE-05-MH 8.42 0.00 102.82 6.02 0.00 0.43 97.77 0.97 0 12:14 0 00:00 0.00 0.0074 J-M-NE-06-MH 8.62 0.00 104.39 5.86 0.00 0.43 99.33 0.80 0 12:14 0 00:00 0.00 0.0075 J-M-NE-07-MH 8.70 0.00 105.55 5.82 0.00 0.43 100.46 0.73 0 12:13 0 00:00 0.00 0.0076 J-M-NE-08-MH 8.75 0.00 106.64 5.70 0.00 0.43 101.59 0.65 0 12:12 0 00:00 0.00 0.0077 J-M-NE-09-MH 8.81 0.00 107.74 5.66 0.00 0.43 102.68 0.60 0 12:12 0 00:00 0.00 0.0078 J-M-NE-10-MH 8.82 0.00 108.52 5.74 0.00 0.43 103.38 0.60 0 12:12 0 00:00 0.00 0.0079 J-M-NE-11-MH 8.85 4.06 109.28 5.94 0.00 0.43 103.97 0.63 0 12:12 0 00:00 0.00 0.0080 J-M-NE-12-MH 4.87 0.00 109.53 5.62 0.00 0.58 104.44 0.53 0 12:12 0 00:00 0.00 0.0081 J-M-NE-13-MH 10.46 7.83 114.32 6.63 0.03 0.00 108.10 0.41 0 12:26 0 12:15 0.13 23.00

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

82 J-M-NE-14-MH 3.53 0.00 116.45 5.67 0.00 0.61 111.03 0.25 0 12:20 0 00:00 0.00 0.0083 J-M-NE-15-MH 3.66 0.00 117.62 5.35 0.00 0.86 112.49 0.22 0 12:18 0 00:00 0.00 0.0084 J-M-NE-16-MH 4.03 0.00 119.14 4.80 0.00 1.35 114.53 0.19 0 12:17 0 00:00 0.00 0.0085 J-M-NE-17-MH 4.53 0.00 120.43 4.48 0.00 1.63 116.13 0.18 0 12:15 0 00:00 0.00 0.0086 J-M-NE-18-MH 5.35 0.00 121.98 4.45 0.00 1.62 117.71 0.18 0 12:14 0 00:00 0.00 0.0087 J-M-NE-19-MH 6.22 4.00 124.90 6.10 0.00 0.86 119.01 0.21 0 12:12 0 00:00 0.00 0.0088 J-M-NE-20-CB 3.19 0.00 125.09 6.13 0.00 0.61 119.14 0.18 0 12:12 0 00:00 0.00 0.0089 J-M-NE-21-MH 3.19 0.00 125.74 6.08 0.00 1.26 119.81 0.15 0 12:11 0 00:00 0.00 0.0090 J-M-NE-22-MH 3.19 0.00 128.60 8.28 0.00 2.60 120.47 0.15 0 12:08 0 00:00 0.00 0.0091 J-M-NE-23-CB 3.03 3.03 129.00 10.78 0.00 0.00 121.79 3.57 0 12:08 0 12:08 0.00 0.0092 J-M-SB-01 42.55 0.00 71.30 11.40 0.00 0.70 62.52 2.62 0 12:58 0 00:00 0.00 0.0093 J-M-SB-02 42.56 0.00 71.84 11.24 0.00 1.66 63.17 2.57 0 12:57 0 00:00 0.00 0.0094 J-M-SB-03 42.56 0.00 72.93 10.88 0.00 4.07 64.42 2.37 0 12:35 0 00:00 0.00 0.0095 J-M-SB-04 42.89 0.00 74.68 11.11 0.00 5.32 65.76 2.19 0 12:07 0 00:00 0.00 0.0096 J-M-SB-05 45.03 3.27 76.95 12.09 0.00 6.55 66.93 2.07 0 12:08 0 00:00 0.00 0.0097 J-M-SB-06 44.11 0.00 77.06 10.96 0.00 8.94 68.03 1.93 0 12:08 0 00:00 0.00 0.0098 J-M-SB-07 45.25 0.00 77.00 9.72 0.00 7.00 69.09 1.81 0 12:30 0 00:00 0.00 0.0099 J-M-SB-08 40.85 0.00 77.83 9.36 0.00 3.17 70.15 1.68 0 12:30 0 00:00 0.00 0.00

100 J-M-SB-09 41.24 0.00 78.44 9.34 0.00 1.56 70.77 1.67 0 12:29 0 00:00 0.00 0.00101 J-M-SB-10 50.96 7.26 79.10 9.27 0.10 0.00 71.44 1.61 0 12:28 0 12:22 0.21 16.00102 J-M-SB-11 48.08 0.00 79.63 9.19 0.00 0.37 71.97 1.53 0 12:22 0 00:00 0.00 0.00103 J-M-SB-12 49.74 0.00 80.45 8.64 0.00 2.05 73.13 1.32 0 12:22 0 00:00 0.00 0.00104 J-M-SB-13 52.34 0.00 81.21 8.18 0.00 2.79 74.24 1.21 0 12:22 0 00:00 0.00 0.00105 J-M-SB-14 53.48 0.00 81.78 8.14 0.00 2.72 74.86 1.22 0 12:22 0 00:00 0.00 0.00106 J-M-SB-15 54.19 0.00 82.35 7.98 0.00 2.06 75.55 1.18 0 12:23 0 00:00 0.00 0.00107 J-M-SB-16 27.73 0.00 83.14 8.54 0.00 0.86 75.77 1.17 0 12:22 0 00:00 0.00 0.00108 J-M-SB-17 28.24 0.00 84.32 6.92 0.00 2.63 78.22 0.82 0 12:22 0 00:00 0.00 0.00109 J-M-SB-18 28.86 0.00 85.92 6.98 0.00 2.13 79.70 0.76 0 12:22 0 00:00 0.00 0.00110 J-M-SB-19 28.90 0.00 87.14 7.13 0.00 2.25 80.78 0.77 0 12:21 0 00:00 0.00 0.00111 J-M-WG-01-MH 6.14 0.00 116.78 5.38 0.00 0.49 112.03 0.63 0 12:13 0 00:00 0.00 0.00112 J-M-WG-02-MH 6.20 0.00 117.46 5.79 0.00 0.50 112.27 0.60 0 12:12 0 00:00 0.00 0.00113 J-M-WG-03-MH 6.35 0.00 120.33 6.14 0.00 0.52 114.54 0.35 0 12:12 0 00:00 0.00 0.00114 J-M-WG-04-MH 6.70 6.70 123.91 6.49 0.00 0.52 117.64 0.22 0 12:12 0 00:00 0.00 0.00115 J-M-WPD-02-MH 19.51 0.00 83.81 6.28 0.00 1.72 78.39 0.86 0 12:23 0 00:00 0.00 0.00116 J-M-WPD-03-MH 20.39 5.59 85.59 6.95 0.00 2.21 79.57 0.93 0 12:22 0 00:00 0.00 0.00117 J-M-WPD-04-MH 17.02 0.00 86.58 7.34 0.00 2.31 80.24 1.00 0 12:22 0 00:00 0.00 0.00118 J-M-WPD-05-MH 45.11 11.19 87.82 7.65 0.00 2.54 81.14 0.97 0 12:21 0 00:00 0.00 0.00119 J-M-WPD-06-MH 34.28 0.00 91.75 10.68 0.00 0.69 82.87 1.80 0 12:20 0 00:00 0.00 0.00120 J-M-WPD-07-MH 49.55 8.44 93.46 11.59 0.00 0.59 84.17 2.30 0 12:18 0 00:00 0.00 0.00121 J-M-WPD-08-MH 41.65 0.00 95.07 11.04 0.00 0.54 85.88 1.85 0 12:15 0 00:00 0.00 0.00122 J-M-WPD-09-MH 43.74 10.72 96.87 10.37 0.00 0.54 88.11 1.61 0 12:14 0 00:00 0.00 0.00123 J-M-WPD-10-MH 36.58 0.00 98.74 6.41 0.00 0.55 93.29 0.96 0 12:14 0 00:00 0.00 0.00124 J-M-WPD-11-MH 36.70 0.00 101.66 6.44 0.00 0.57 96.12 0.90 0 12:13 0 00:00 0.00 0.00125 J-M-WPD-12-MH 37.15 0.00 106.85 6.49 0.00 0.57 101.20 0.84 0 12:13 0 00:00 0.00 0.00126 J-M-WPD-13-MH 37.56 0.00 110.84 6.51 0.00 0.57 105.18 0.85 0 12:12 0 00:00 0.00 0.00127 J-M-WPD-14-MH 37.88 9.26 115.40 6.56 0.00 0.57 109.66 0.82 0 12:12 0 00:00 0.00 0.00128 J-M-WPD-15-MH 6.45 0.00 116.04 4.79 0.00 2.12 111.61 0.36 0 12:14 0 00:00 0.00 0.00129 J-M-WPD-16-MH 6.63 0.00 117.23 0.87 0.00 5.28 116.52 0.16 0 12:14 0 00:00 0.00 0.00130 J-M-WPD-17-MH 6.60 0.00 120.01 0.75 0.00 5.43 119.42 0.16 0 12:13 0 00:00 0.00 0.00131 J-M-WPD-18-MH 6.59 0.00 123.03 0.75 0.00 5.49 122.44 0.16 0 12:13 0 00:00 0.00 0.00132 J-M-WPD-19-CB 6.63 0.00 129.72 0.68 0.00 4.39 129.19 0.15 0 12:13 0 00:00 0.00 0.00133 J-M-WPD-20-CB 6.67 0.00 131.38 1.33 0.00 4.23 130.29 0.24 0 12:12 0 00:00 0.00 0.00134 J-M-WPD-21-MH 6.73 0.00 131.87 1.78 0.00 5.32 130.46 0.37 0 12:12 0 00:00 0.00 0.00135 J-M-WPD-22-CB 6.95 4.27 132.59 1.54 0.00 3.52 131.29 0.24 0 12:12 0 00:00 0.00 0.00136 J-M-WPD-23-CB 3.99 0.00 132.70 1.30 0.00 6.04 131.62 0.22 0 12:12 0 00:00 0.00 0.00137 J-M-WPD-24-I 8.23 0.00 140.22 0.59 0.00 0.91 139.77 0.14 0 12:21 0 00:00 0.00 0.00138 J-M-WPD-25-O 3.30 0.00 154.07 0.68 0.00 0.32 153.64 0.25 0 12:07 0 00:00 0.00 0.00139 J-M-WPD-26-CB 8.65 8.65 159.68 5.42 0.00 0.48 154.67 0.41 0 12:12 0 00:00 0.00 0.00

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Channel InputSN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial Flap

ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow GateElevation Offset Elevation Offset

(ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs)1 L-M-B-01-C 30.00 21.00 2.86 16.00 0.00 5.00 16.6700 Trapezoidal 2.000 20.000 0.0800 0.0000 0.0000 0.0000 0.00 No2 L-M-MRW-20-D 25.00 137.00 4.17 134.00 3.00 3.00 12.0000 Rectangular 1.000 20.000 0.0320 0.0000 0.0000 0.0000 0.00 No3 L-M-WPD-24-C 326.79 153.39 0.00 139.63 0.00 13.76 4.2100 Triangular 1.000 4.000 0.0300 0.0000 0.0000 0.0000 0.00 No4 L-O-BBN-01-C 59.64 90.59 7.35 89.49 9.32 1.10 1.8400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No5 L-O-BBN-02-C 148.55 93.86 7.85 90.59 7.35 3.27 2.2000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No6 L-O-BBN-03-C 192.72 95.97 8.95 93.86 7.85 2.11 1.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No7 L-O-BBN-04-C 84.97 96.86 9.31 95.97 8.95 0.89 1.0500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No8 L-O-BBN-05-C 240.15 99.25 10.43 96.86 9.31 2.39 1.0000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No9 L-O-F-01-C 155.72 71.56 6.23 70.13 6.41 1.43 0.9200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No

10 L-O-F-02-C 210.68 73.97 6.99 71.56 6.23 2.41 1.1400 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No11 L-O-F-03-C 101.60 75.24 7.59 73.97 6.99 1.27 1.2500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No12 L-O-F-04-C 190.32 76.87 8.48 75.24 7.59 1.63 0.8600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No13 L-O-F-05-C 149.86 77.97 9.16 76.87 8.48 1.10 0.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No14 L-O-F-06-C 182.26 79.62 10.06 77.97 9.16 1.65 0.9100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No15 L-O-F-11-C 32.00 73.95 5.68 73.97 6.99 -0.02 -0.0600 Rectangular 0.620 50.000 0.0130 0.0000 0.0000 0.0000 0.00 No16 L-O-F-12-C 24.65 74.36 5.69 73.95 5.68 0.41 1.6600 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No17 L-O-F-13-C 19.50 74.40 5.48 74.36 5.69 0.04 0.2100 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No18 L-O-F-14-C 46.77 74.73 5.25 74.40 5.48 0.33 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No19 L-O-GTN-01-C 111.25 95.66 5.85 94.91 4.60 0.75 0.6700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No20 L-O-GTS-01-C 84.75 91.87 7.86 91.27 6.78 0.60 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No21 L-O-GTS-02-C 51.85 91.53 6.28 91.27 6.78 0.26 0.5000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No22 L-O-HW-01-C 535.00 105.15 7.29 82.41 6.71 22.74 4.2500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No23 L-O-MRW-01-C 157.90 116.45 5.42 114.99 5.96 1.46 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No24 L-O-MRW-02-C 24.20 114.99 5.96 115.10 6.26 -0.11 -0.4500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No25 L-O-NE-01-C 20.59 101.42 5.50 101.10 5.35 0.32 1.5500 Rectangular 0.620 200.000 0.0130 0.0000 0.0000 0.0000 0.00 No26 L-O-NE-02-C 128.47 102.63 5.83 101.42 5.50 1.21 0.9400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No27 L-O-NE-03-C 160.18 104.20 5.67 102.63 5.83 1.57 0.9800 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No28 L-O-NE-04-C 109.25 105.36 5.63 104.20 5.67 1.16 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No29 L-O-NE-05-C 105.84 106.45 5.51 105.36 5.63 1.09 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No30 L-O-NE-06-C 106.34 107.55 5.47 106.45 5.51 1.10 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No31 L-O-NE-07-C 66.71 108.33 5.55 107.55 5.47 0.78 1.1700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No32 L-O-NE-08-C 71.90 109.09 5.75 108.33 5.55 0.76 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No33 L-O-NE-09-C 33.00 109.49 5.58 109.09 5.75 0.40 1.2100 Rectangular 0.620 100.000 0.0270 0.0000 0.0000 0.0000 0.00 No34 L-O-NE-10-C 240.65 116.44 5.66 113.67 5.98 2.77 1.1500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No35 L-O-NE-11-C 115.13 117.86 5.59 116.44 5.66 1.42 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No36 L-O-NE-12-C 165.49 119.87 5.53 117.86 5.59 2.01 1.2100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No37 L-O-NE-13-C 127.38 121.44 5.49 119.87 5.53 1.57 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No38 L-O-NE-14-C 130.95 122.98 5.45 121.44 5.49 1.54 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No39 L-O-NE-15-C 165.36 125.14 6.34 122.98 5.45 2.16 1.3100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No40 L-O-NE-16-C 18.67 125.14 6.34 125.08 6.12 0.06 0.3200 Rectangular 0.620 100.000 0.0130 0.0000 0.0000 0.0000 0.00 No41 L-O-WG-01-C 27.52 116.55 5.15 116.45 5.42 0.10 0.3600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No42 L-O-WG-02-C 36.55 117.34 5.67 116.55 5.15 0.79 2.1600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No43 L-O-WG-03-C 143.54 120.23 6.04 117.34 5.67 2.89 2.0100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No44 L-O-WG-04-C 175.82 123.81 6.39 120.23 6.04 3.58 2.0400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No45 L-O-WPD-01-C 126.67 83.54 9.17 82.41 6.71 1.13 0.8900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No46 L-O-WPD-02-C 111.35 84.66 7.13 83.54 9.17 1.12 1.0100 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No47 L-O-WPD-03-C 215.30 86.93 8.29 84.66 7.13 2.27 1.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No48 L-O-WPD-04-C 123.99 88.02 8.78 86.93 8.29 1.09 0.8800 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No49 L-O-WPD-05-C 183.52 89.49 9.32 88.02 8.78 1.47 0.8000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No50 L-O-WPD-06-C 173.05 91.57 10.50 89.49 9.32 2.08 1.2000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No51 L-O-WPD-07-C 155.60 93.18 11.31 91.57 10.50 1.61 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No52 L-O-WPD-08-C 151.73 94.74 10.71 93.18 11.31 1.56 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No53 L-O-WPD-09-C 173.85 96.54 10.04 94.74 10.71 1.80 1.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No54 L-O-WPD-10-C 114.44 98.42 6.09 96.54 10.04 1.88 1.6400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No55 L-O-WPD-11-C 143.32 101.36 6.14 98.42 6.09 2.94 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No56 L-O-WPD-12-C 270.73 106.55 6.19 101.36 6.14 5.19 1.9200 User-Defined 0.870 55.800 0.0320 0.5000 0.5000 0.0000 0.00 No57 L-O-WPD-13-C 195.06 110.54 6.21 106.55 6.19 3.99 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No58 L-O-WPD-14-C 223.08 115.10 6.26 110.52 6.19 4.58 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No59 L-O-WPD-15-C 129.57 117.29 6.04 115.10 6.26 2.19 1.6900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No60 L-O-WPD-16-C 420.85 159.54 5.28 139.63 0.00 19.91 4.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

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Channel ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-M-B-01-C 40.00 0 13:16 260.13 0.15 5.35 0.09 0.73 0.37 0.00 1.012 L-M-MRW-20-D 3.87 0 12:12 301.92 0.01 2.74 0.15 0.07 0.07 0.00 1.093 L-M-WPD-24-C 3.36 0 12:10 11.89 0.28 6.14 0.89 0.60 0.61 0.00 1.554 L-O-BBN-01-C 0.00 0 00:00 164.34 0.00 0.00 0.00 0.00 0.00 0.005 L-O-BBN-02-C 0.67 0 12:23 179.54 0.00 1.90 1.30 0.08 0.12 0.00 0.006 L-O-BBN-03-C 2.50 0 12:20 126.62 0.02 2.03 1.58 0.13 0.23 0.00 0.017 L-O-BBN-04-C 4.12 0 12:15 123.85 0.03 2.27 0.62 0.16 0.28 0.00 0.018 L-O-BBN-05-C 4.93 0 12:12 120.72 0.04 2.33 1.72 0.18 0.30 0.00 0.029 L-O-F-01-C 3.71 0 13:34 115.96 0.03 0.39 6.65 0.39 0.64 0.00 0.02

10 L-O-F-02-C 0.00 0 00:00 129.43 0.00 0.00 0.08 0.14 0.00 0.0011 L-O-F-03-C 0.00 0 00:00 135.29 0.00 0.00 0.00 0.00 0.00 0.0012 L-O-F-04-C 0.00 0 00:00 111.99 0.00 0.00 0.00 0.00 0.00 0.0013 L-O-F-05-C 0.00 0 00:00 103.68 0.00 0.00 0.00 0.00 0.00 0.0014 L-O-F-06-C 0.00 0 00:00 115.14 0.00 0.00 0.00 0.00 0.00 0.0015 L-O-F-11-C 0.00 0 00:00 63.37 0.00 0.00 0.00 0.00 0.00 0.0016 L-O-F-12-C 0.00 0 00:00 200.29 0.00 0.00 0.00 0.00 0.00 0.0017 L-O-F-13-C 0.00 0 00:00 70.34 0.00 0.00 0.00 0.00 0.00 0.0018 L-O-F-14-C 0.00 0 00:00 101.65 0.00 0.00 0.00 0.00 0.00 0.0019 L-O-GTN-01-C 29.36 0 14:51 99.36 0.30 2.39 0.78 0.62 1.00 39.00 0.0120 L-O-GTS-01-C 13.71 0 14:13 101.82 0.13 0.94 1.50 0.62 1.00 111.00 0.0221 L-O-GTS-02-C 11.93 0 12:15 85.69 0.14 1.12 0.77 0.62 1.00 136.00 0.0122 L-O-HW-01-C 4.91 0 12:12 435.26 0.01 4.11 2.17 0.15 0.17 0.00 1.7123 L-O-MRW-01-C 15.96 0 12:12 116.36 0.14 2.48 1.06 0.42 0.68 0.00 0.0324 L-O-MRW-02-C 19.93 0 12:13 81.59 0.24 1.67 0.24 0.45 0.73 0.00 0.0225 L-O-NE-01-C 8.08 0 12:14 1279.53 0.01 0.12 2.86 0.62 1.00 57.00 0.0026 L-O-NE-02-C 5.27 0 12:14 117.44 0.04 1.16 1.85 0.39 0.63 0.00 0.0027 L-O-NE-03-C 4.98 0 12:14 119.80 0.04 2.29 1.17 0.17 0.30 0.00 0.0228 L-O-NE-04-C 5.22 0 12:13 124.69 0.04 2.43 0.75 0.18 0.30 0.00 0.0329 L-O-NE-05-C 5.38 0 12:12 122.80 0.04 2.42 0.73 0.19 0.31 0.00 0.0330 L-O-NE-06-C 5.42 0 12:12 123.08 0.04 2.43 0.73 0.19 0.31 0.00 0.0331 L-O-NE-07-C 5.53 0 12:12 130.85 0.04 2.54 0.44 0.19 0.30 0.00 0.0332 L-O-NE-08-C 5.64 0 12:12 124.41 0.05 2.48 0.48 0.19 0.31 0.00 0.0433 L-O-NE-09-C 2.77 0 12:12 270.92 0.01 0.39 1.41 0.12 0.19 0.00 0.0034 L-O-NE-10-C 0.00 0 12:20 129.83 0.00 0.00 0.31 0.51 0.00 0.0035 L-O-NE-11-C 0.00 0 00:00 134.39 0.00 0.00 0.00 0.01 0.00 0.0036 L-O-NE-12-C 0.00 0 00:00 133.36 0.00 0.00 0.00 0.00 0.00 0.0037 L-O-NE-13-C 0.00 0 00:00 134.35 0.00 0.00 0.00 0.00 0.00 0.0038 L-O-NE-14-C 0.00 0 00:00 131.23 0.00 0.00 0.00 0.00 0.00 0.0039 L-O-NE-15-C 0.00 0 00:00 138.31 0.00 0.00 0.00 0.00 0.00 0.0040 L-O-NE-16-C 0.00 0 00:00 289.73 0.00 0.00 0.00 0.01 0.00 0.0041 L-O-WG-01-C 5.26 0 12:13 72.95 0.07 1.26 0.36 0.25 0.42 0.00 0.0242 L-O-WG-02-C 2.52 0 12:12 177.91 0.01 1.31 0.47 0.17 0.28 0.00 0.0043 L-O-WG-03-C 1.34 0 12:12 171.71 0.01 1.74 1.37 0.11 0.18 0.00 0.0044 L-O-WG-04-C 1.34 0 12:12 172.68 0.01 2.20 1.33 0.10 0.16 0.00 0.0045 L-O-WPD-01-C 0.00 0 00:00 199.40 0.00 0.00 0.00 0.00 0.00 0.0046 L-O-WPD-02-C 0.00 0 00:00 211.74 0.00 0.00 0.00 0.00 0.00 0.0047 L-O-WPD-03-C 0.00 0 00:00 216.78 0.00 0.00 0.00 0.00 0.00 0.0048 L-O-WPD-04-C 0.00 0 00:00 197.95 0.00 0.00 0.00 0.00 0.00 0.0049 L-O-WPD-05-C 0.00 0 00:00 188.95 0.00 0.00 0.00 0.00 0.00 0.0050 L-O-WPD-06-C 4.21 0 12:20 231.46 0.02 2.47 1.17 0.15 0.20 0.00 0.0151 L-O-WPD-07-C 14.04 0 12:18 214.75 0.07 3.27 0.79 0.28 0.32 0.00 0.0152 L-O-WPD-08-C 22.28 0 12:15 214.07 0.10 3.90 0.65 0.32 0.38 0.00 0.0353 L-O-WPD-09-C 21.91 0 12:14 214.82 0.10 3.88 0.75 0.32 0.38 0.00 0.0354 L-O-WPD-10-C 25.65 0 12:14 270.59 0.09 4.69 0.41 0.31 0.37 0.00 0.0755 L-O-WPD-11-C 23.09 0 12:14 302.38 0.08 4.57 0.52 0.29 0.35 0.00 0.0756 L-O-WPD-12-C 22.14 0 12:13 292.31 0.08 4.65 0.97 0.28 0.34 0.00 0.0457 L-O-WPD-13-C 23.37 0 12:12 301.95 0.08 4.90 0.66 0.29 0.34 0.00 0.0758 L-O-WPD-14-C 23.23 0 12:12 302.50 0.08 4.64 0.80 0.30 0.35 0.00 0.0459 L-O-WPD-15-C 0.00 0 00:00 274.47 0.00 0.00 0.15 0.17 0.00 0.0060 L-O-WPD-16-C 4.88 0 12:12 263.21 0.02 0.77 9.11 0.34 0.54 0.00 0.00

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

1 L-L-SB-01-P 126.67 75.70 0.00 74.47 0.10 1.23 0.9700 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 12 L-M-B-02-P 192.00 19.58 0.00 18.14 0.00 1.44 0.7500 CIRCULAR 22.560 22.560 0.0120 0.0000 1.0000 0.0000 0.00 13 L-M-B-03-P 468.61 33.12 0.00 19.58 0.00 13.54 2.8900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 14 L-M-B-04-P 299.45 45.37 0.00 33.12 0.00 12.25 4.0900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 15 L-M-B-05-P 231.94 58.29 0.00 45.37 0.00 12.92 5.5700 CIRCULAR 22.560 22.560 0.0120 0.5000 0.0000 0.0000 0.00 16 L-M-B-06-P 96.00 58.80 0.00 58.43 0.14 0.37 0.3900 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 17 L-M-BBC-04-P 287.64 84.70 0.00 76.77 9.49 7.93 2.7600 CIRCULAR 12.000 12.000 0.0150 0.5000 0.5000 0.0000 0.00 18 L-M-BBN-01-P 59.64 83.24 0.00 83.00 2.83 0.24 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 19 L-M-BBN-02-P 148.55 86.01 0.00 83.29 0.05 2.72 1.8300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1

10 L-M-BBN-03-P 192.72 87.02 0.00 86.05 0.04 0.97 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 111 L-M-BBN-04-P 84.97 87.55 0.00 87.17 0.15 0.38 0.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 112 L-M-BBN-05-P 240.15 88.82 0.00 87.62 0.07 1.20 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 113 L-M-F-01-P 32.00 68.27 0.00 67.01 0.03 1.26 3.9400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.7000 0.0000 0.00 114 L-M-F-02-P 24.65 68.67 0.00 68.35 0.08 0.32 1.3000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 115 L-M-F-03-P 19.50 68.92 0.00 68.77 0.10 0.15 0.7700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 116 L-M-F-04-P 46.77 69.48 0.00 69.02 0.10 0.46 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 117 L-M-GTN-01-P 78.25 87.82 0.00 87.51 1.01 0.31 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 118 L-M-GTN-02-P 75.03 88.17 0.00 87.87 0.05 0.30 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 119 L-M-GTN-03-P 174.55 88.92 0.00 88.22 0.05 0.70 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 120 L-M-GTN-04-P 210.09 89.81 0.00 88.97 0.05 0.84 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 121 L-M-GTN-05-P 111.25 90.31 0.00 89.86 0.05 0.45 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 122 L-M-GTN-06-P 225.10 92.16 0.00 90.36 0.05 1.80 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 123 L-M-GTN-07-P 118.17 93.15 0.00 92.21 0.05 0.94 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 124 L-M-GTN-08-P 121.86 93.46 0.00 93.20 0.05 0.26 0.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 125 L-M-GTS-01-P 244.86 84.01 0.00 82.78 0.91 1.23 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.9000 0.0000 0.00 126 L-M-GTS-02-P 84.75 84.49 0.00 84.09 0.08 0.40 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 127 L-M-GTS-03-P 51.85 85.30 0.05 84.99 0.50 0.31 0.6000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 128 L-M-GTS-04-P 280.32 87.54 0.00 85.30 0.05 2.24 0.8000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 129 L-M-GTS-05-P 140.88 88.86 0.00 87.59 0.05 1.27 0.9000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 130 L-M-GTS-06-P 47.21 89.30 0.00 88.91 0.05 0.39 0.8300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 131 L-M-GTS-07-P 159.01 90.98 0.00 89.43 0.13 1.55 0.9700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 132 L-M-GTS-08-P 245.39 91.76 0.00 91.03 0.05 0.73 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 133 L-M-GTS-09-P 73.73 92.03 0.00 91.81 0.05 0.22 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 134 L-M-GTS-10-P 92.35 92.36 0.00 92.08 0.05 0.28 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 135 L-M-GTS-12-P 192.36 93.05 0.00 92.41 0.05 0.64 0.3300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 136 L-M-GTS-13-P 81.34 93.34 0.00 93.10 0.05 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 137 L-M-GTS-14-P 23.31 93.46 0.00 93.39 0.05 0.07 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 138 L-M-M-01-P 230.09 62.92 0.00 61.77 2.97 1.15 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 139 L-M-M-02-P 150.92 63.72 0.00 62.97 0.05 0.75 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.8000 0.0000 0.00 140 L-M-M-03-P 155.72 65.33 0.00 63.77 0.05 1.56 1.0000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 141 L-M-M-04-P 210.68 66.98 0.00 65.38 0.05 1.60 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 142 L-M-M-05-P 83.68 67.65 0.00 67.01 0.03 0.64 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 143 L-M-M-06-P 151.88 68.39 0.00 67.86 0.21 0.53 0.3500 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 144 L-M-M-07-P 105.56 68.88 0.07 68.44 0.05 0.44 0.4200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 145 L-M-M-08-P 158.20 69.56 0.00 68.81 0.00 0.75 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 146 L-M-M-09-P 83.36 69.95 0.00 69.65 0.09 0.30 0.3600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 147 L-M-M-10-P 97.09 70.34 0.00 70.04 0.09 0.30 0.3100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 148 L-M-M-11-P 91.96 70.83 0.00 70.36 0.02 0.47 0.5100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 149 L-M-M-12-P 290.47 72.04 2.21 70.88 0.05 1.16 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 150 L-M-MRW-01-P 24.20 109.19 0.16 109.03 0.19 0.16 0.6600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 151 L-M-MRW-02-P 157.90 111.03 0.00 109.29 0.26 1.74 1.1000 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 152 L-M-MRW-03-P 185.40 112.75 0.00 111.24 0.21 1.51 0.8100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 153 L-M-MRW-04-P 179.40 120.68 0.00 112.85 0.10 7.83 4.3600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 154 L-M-MRW-05-P 219.90 122.32 0.00 120.79 0.11 1.53 0.7000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 155 L-M-MRW-06A-P 219.20 123.99 0.00 122.41 0.09 1.58 0.7200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 156 L-M-MRW-07-P 208.61 124.69 0.00 124.07 0.08 0.62 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 157 L-M-MRW-08-P 212.40 125.38 0.00 124.75 0.06 0.63 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 158 L-M-MRW-09-P 190.50 125.99 0.01 125.38 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 159 L-M-MRW-10-P 190.50 126.59 0.00 125.98 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 160 L-M-MRW-11-P 210.00 127.34 0.00 126.64 0.05 0.70 0.3300 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 161 L-M-MRW-12-P 298.70 128.22 0.00 127.39 0.05 0.83 0.2800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 162 L-M-MRW-13-P 143.60 128.70 0.00 128.24 0.02 0.46 0.3200 CIRCULAR 18.000 18.000 0.0120 0.5000 1.0000 0.0000 0.00 163 L-M-MRW-14-P 80.60 128.98 0.00 128.74 0.04 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.8000 0.0000 0.00 164 L-M-MRW-15-P 159.20 129.51 0.00 129.04 0.06 0.47 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 165 L-M-MRW-16-P 179.80 130.08 0.00 129.56 0.05 0.52 0.2900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 166 L-M-MRW-17-P 190.00 130.73 0.00 130.14 0.06 0.59 0.3100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 167 L-M-MRW-18-P 62.00 130.93 0.00 130.76 0.03 0.17 0.2700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 168 L-M-MRW-19-P 29.80 131.08 0.08 131.01 0.08 0.07 0.2300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 169 L-M-MRW-21-P 204.87 168.94 0.00 132.83 0.00 36.11 17.6300 CIRCULAR 12.000 12.000 0.0240 0.5000 1.0000 0.0000 0.00 170 L-M-MRW-22-P 62.59 170.92 0.00 169.04 0.10 1.88 3.0000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.5000 0.0000 0.00 171 L-M-NE-01-P 148.00 94.87 0.00 93.59 0.13 1.28 0.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 172 L-M-NE-02-P 135.00 95.75 0.00 94.92 0.05 0.83 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 173 L-M-NE-03-P 13.07 95.92 0.00 95.85 0.10 0.07 0.5400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 174 L-M-NE-04-P 128.47 96.80 0.00 96.02 0.10 0.78 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 175 L-M-NE-05-P 160.18 98.53 0.00 96.90 0.10 1.63 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 176 L-M-NE-06-P 109.25 99.73 0.00 98.62 0.09 1.11 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 177 L-M-NE-07-P 105.84 100.94 0.00 99.82 0.09 1.12 1.0600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 178 L-M-NE-08-P 106.34 102.08 0.00 101.04 0.10 1.04 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 179 L-M-NE-09-P 66.71 102.78 0.00 102.18 0.10 0.60 0.9000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 180 L-M-NE-10-P 71.90 103.34 0.00 102.88 0.10 0.46 0.6400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

81 L-M-NE-11-P 33.00 103.91 0.00 103.43 0.09 0.48 1.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 182 L-M-NE-12-P 263.07 107.69 0.00 104.01 0.10 3.68 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 183 L-M-NE-13-P 216.36 110.78 0.00 107.75 0.06 3.03 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 184 L-M-NE-14-P 99.40 112.27 0.00 110.88 0.10 1.39 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 185 L-M-NE-15-P 140.42 114.34 0.00 112.37 0.10 1.97 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 186 L-M-NE-16-P 107.98 115.95 0.00 114.44 0.10 1.51 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 187 L-M-NE-17-P 105.84 117.53 0.00 116.05 0.10 1.48 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 188 L-M-NE-18-P 145.42 118.80 0.00 117.63 0.10 1.17 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 189 L-M-NE-19-P 13.07 118.96 0.00 118.90 0.10 0.06 0.4600 CIRCULAR 12.000 12.000 0.0120 0.7000 0.9000 0.0000 0.00 190 L-M-NE-20-P 119.59 119.66 0.00 119.06 0.10 0.60 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 191 L-M-NE-21-P 112.30 120.32 0.00 119.76 0.10 0.56 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 192 L-M-NE-22-P 246.00 121.65 3.43 120.42 0.10 1.23 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 193 L-M-SB-01-P 230.00 59.90 0.00 58.80 0.00 1.10 0.4800 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 194 L-M-SB-02-P 105.14 60.60 0.00 60.00 0.10 0.60 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 195 L-M-SB-03-P 236.38 62.05 0.00 60.70 0.10 1.35 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 196 L-M-SB-04-P 248.92 63.57 0.00 62.15 0.10 1.42 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 197 L-M-SB-05-P 208.56 64.86 0.00 63.67 0.10 1.19 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 198 L-M-SB-06-P 200.78 66.10 0.00 64.96 0.10 1.14 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 199 L-M-SB-07-P 189.48 67.28 0.00 66.20 0.10 1.08 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1

100 L-M-SB-08-P 191.22 68.47 0.00 67.38 0.10 1.09 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1101 L-M-SB-09-P 93.00 69.10 0.00 68.57 0.10 0.53 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1102 L-M-SB-10-P 111.23 69.83 0.00 69.20 0.10 0.63 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1103 L-M-SB-11-P 88.23 70.44 0.00 69.93 0.10 0.51 0.5800 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1104 L-M-SB-12-P 222.70 71.81 0.00 70.54 0.10 1.27 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1105 L-M-SB-13-P 197.05 73.03 0.00 71.91 0.10 1.12 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1106 L-M-SB-14-P 88.70 73.64 0.00 73.13 0.10 0.51 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1107 L-M-SB-15-P 110.89 74.37 0.00 73.74 0.10 0.63 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1108 L-M-SB-16-P 13.95 74.60 0.00 74.47 0.10 0.13 0.9300 CIRCULAR 30.000 30.000 0.0120 0.5000 1.0000 0.0000 0.00 1109 L-M-SB-17-P 138.77 77.40 0.00 76.70 2.10 0.70 0.5000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.8000 0.0000 0.00 1110 L-M-SB-18-P 290.16 78.94 0.00 77.50 0.10 1.44 0.5000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 1111 L-M-SB-19-P 195.76 80.01 0.00 79.04 0.10 0.97 0.5000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 1112 L-M-SB-20-P 12.97 80.17 0.00 80.11 0.10 0.06 0.4600 CIRCULAR 30.000 30.000 0.0120 0.5000 0.8000 0.0000 0.00 1113 L-M-WG-01-P 27.52 111.40 0.00 111.26 0.23 0.14 0.5100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 1114 L-M-WG-02-P 36.55 111.67 0.00 111.49 0.09 0.18 0.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1115 L-M-WG-03-P 143.54 114.19 0.00 111.77 0.10 2.42 1.6900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1116 L-M-WG-04-P 175.82 117.42 0.00 114.29 0.10 3.13 1.7800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1117 L-M-WPD-01-P 111.35 77.53 0.00 76.53 2.16 1.00 0.9000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1118 L-M-WPD-02-P 215.30 78.64 0.00 77.57 0.04 1.07 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 1119 L-M-WPD-03-P 106.13 79.24 0.00 78.72 0.08 0.52 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 1120 L-M-WPD-04-P 172.44 80.17 0.00 79.28 0.04 0.89 0.5200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1121 L-M-WPD-05-P 173.05 81.07 0.00 80.27 0.10 0.80 0.4600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1122 L-M-WPD-06-P 155.60 81.87 0.00 81.11 0.04 0.76 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1123 L-M-WPD-07-P 151.73 84.03 0.00 82.19 0.32 1.84 1.2100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1124 L-M-WPD-08-P 173.85 86.50 0.00 84.09 0.06 2.41 1.3900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1125 L-M-WPD-09-P 114.44 92.33 0.00 90.06 3.56 2.27 1.9800 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1126 L-M-WPD-10-P 143.32 95.22 0.00 92.37 0.04 2.85 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1127 L-M-WPD-11-P 253.06 100.36 0.00 95.29 0.07 5.07 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1128 L-M-WPD-12-P 195.06 104.33 0.00 100.44 0.08 3.89 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1129 L-M-WPD-13-P 223.08 108.84 0.00 104.38 0.05 4.46 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1130 L-M-WPD-14-P 115.42 111.25 0.00 108.95 0.11 2.30 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1131 L-M-WPD-15-P 251.54 116.36 0.00 111.31 0.06 5.05 2.0100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1132 L-M-WPD-16-P 143.28 119.26 0.00 116.45 0.09 2.81 1.9600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1133 L-M-WPD-17-P 153.77 122.28 0.00 119.31 0.05 2.97 1.9300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1134 L-M-WPD-18-P 261.40 129.04 0.00 122.41 0.13 6.63 2.5400 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1135 L-M-WPD-19-P 98.04 130.05 0.00 129.58 0.54 0.47 0.4800 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1136 L-M-WPD-20-P 67.15 130.09 0.00 130.07 0.02 0.02 0.0300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 1137 L-M-WPD-21-P 143.68 131.05 0.00 130.45 0.36 0.60 0.4200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1138 L-M-WPD-22-P 70.39 131.40 0.00 131.14 0.09 0.26 0.3700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1139 L-M-WPD-23-P 60.69 139.63 0.00 136.00 4.60 3.63 5.9800 CIRCULAR 18.000 18.000 0.0240 0.5000 0.8000 0.0000 0.00 1140 L-M-WPD-25-P 173.48 154.26 0.00 153.39 0.00 0.87 0.5000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.0000 0.0000 0.00 1

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-L-SB-01-P 8.35 0 12:10 43.79 0.19 1.88 1.12 2.50 1.00 81.00 0.17 SURCHARGED2 L-M-B-02-P 40.00 0 13:16 18.08 2.21 14.36 0.22 1.88 1.00 1085.00 0.02 SURCHARGED3 L-M-B-03-P 40.00 0 13:16 35.49 1.13 14.36 0.54 1.88 1.00 229.00 0.52 SURCHARGED4 L-M-B-04-P 40.00 0 13:16 42.23 0.95 14.36 0.35 1.88 1.00 224.00 2.11 SURCHARGED5 L-M-B-05-P 40.00 0 13:16 49.28 0.81 16.99 0.23 1.88 1.00 222.00 2.47 SURCHARGED6 L-M-B-06-P 40.02 0 12:59 96.61 0.41 6.12 0.26 4.00 1.00 215.00 0.71 SURCHARGED7 L-M-BBC-04-P 6.21 0 12:11 5.13 1.21 7.94 0.60 0.99 1.00 3.00 1.61 SURCHARGED8 L-M-BBN-01-P 6.03 0 12:25 2.45 2.46 7.67 0.13 1.00 1.00 41.00 0.71 SURCHARGED9 L-M-BBN-02-P 5.73 0 12:27 5.22 1.10 7.30 0.34 1.00 1.00 49.00 1.11 SURCHARGED

10 L-M-BBN-03-P 6.06 0 12:14 2.74 2.21 7.72 0.42 1.00 1.00 49.00 0.84 SURCHARGED11 L-M-BBN-04-P 6.57 0 12:12 2.58 2.54 8.36 0.17 1.00 1.00 66.00 0.76 SURCHARGED12 L-M-BBN-05-P 6.10 0 12:08 2.73 2.24 7.77 0.52 1.00 1.00 71.00 0.82 SURCHARGED13 L-M-F-01-P 3.46 0 12:10 7.66 0.45 4.82 0.11 1.00 1.00 203.00 1.03 SURCHARGED14 L-M-F-02-P 3.55 0 12:10 4.40 0.81 5.15 0.08 1.00 1.00 202.00 1.01 SURCHARGED15 L-M-F-03-P 3.64 0 12:10 3.39 1.07 4.71 0.07 1.00 1.00 202.00 0.76 SURCHARGED16 L-M-F-04-P 3.75 0 12:11 3.83 0.98 4.78 0.16 1.00 1.00 204.00 0.90 SURCHARGED17 L-M-GTN-01-P 3.56 0 14:49 2.43 1.47 4.77 0.27 1.00 1.00 175.00 0.61 SURCHARGED18 L-M-GTN-02-P 3.57 0 14:49 2.44 1.46 4.54 0.28 1.00 1.00 193.00 0.58 SURCHARGED19 L-M-GTN-03-P 3.57 0 14:49 2.44 1.46 4.54 0.64 1.00 1.00 196.00 0.63 SURCHARGED20 L-M-GTN-04-P 3.78 0 14:53 2.44 1.55 4.82 0.73 1.00 1.00 196.00 0.64 SURCHARGED21 L-M-GTN-05-P 6.85 0 14:51 2.45 2.79 8.73 0.21 1.00 1.00 199.00 0.63 SURCHARGED22 L-M-GTN-06-P 1.89 0 14:29 3.45 0.55 2.53 1.48 1.00 1.00 188.00 0.62 SURCHARGED23 L-M-GTN-07-P 1.89 0 14:29 3.44 0.55 4.06 0.49 1.00 1.00 184.00 0.89 SURCHARGED24 L-M-GTN-08-P 1.89 0 14:29 1.78 1.06 2.95 0.69 1.00 1.00 172.00 0.53 SURCHARGED25 L-M-GTS-01-P 15.19 0 14:23 17.37 0.87 4.84 0.84 2.00 1.00 180.00 0.74 SURCHARGED26 L-M-GTS-02-P 14.19 0 14:39 16.84 0.84 4.52 0.31 2.00 1.00 176.00 0.73 SURCHARGED27 L-M-GTS-03-P 8.53 0 14:42 8.80 0.97 4.83 0.18 1.50 1.00 175.00 0.77 SURCHARGED28 L-M-GTS-04-P 5.71 0 14:44 10.17 0.56 4.12 1.13 1.50 1.00 163.00 0.82 SURCHARGED29 L-M-GTS-05-P 5.71 0 14:44 10.80 0.53 5.02 0.47 1.50 1.00 159.00 1.03 SURCHARGED30 L-M-GTS-06-P 5.71 0 14:44 10.34 0.55 4.66 0.17 1.50 1.00 158.00 0.93 SURCHARGED31 L-M-GTS-07-P 5.71 0 14:44 11.24 0.51 5.22 0.51 1.50 1.00 154.00 1.08 SURCHARGED32 L-M-GTS-08-P 5.53 0 12:08 6.21 0.89 3.98 1.03 1.50 1.00 148.00 0.66 SURCHARGED33 L-M-GTS-09-P 5.66 0 12:08 6.22 0.91 3.54 0.35 1.50 1.00 145.00 0.63 SURCHARGED34 L-M-GTS-10-P 5.70 0 12:08 6.27 0.91 3.30 0.47 1.50 1.00 140.00 0.62 SURCHARGED35 L-M-GTS-12-P 5.80 0 12:08 6.56 0.88 3.51 0.91 1.50 1.00 135.00 0.67 SURCHARGED36 L-M-GTS-13-P 5.92 0 12:09 6.18 0.96 3.52 0.39 1.50 1.00 134.00 0.64 SURCHARGED37 L-M-GTS-14-P 5.97 0 12:09 6.24 0.96 3.38 0.11 1.50 1.00 133.00 0.60 SURCHARGED38 L-M-M-01-P 16.78 0 15:30 17.33 0.97 5.34 0.72 2.00 1.00 211.00 0.76 SURCHARGED39 L-M-M-02-P 16.78 0 15:30 17.28 0.97 5.34 0.47 2.00 1.00 210.00 0.74 SURCHARGED40 L-M-M-03-P 15.40 0 12:16 24.53 0.63 4.90 0.53 2.00 1.00 208.00 0.81 SURCHARGED41 L-M-M-04-P 17.23 0 12:22 21.36 0.81 6.08 0.58 2.00 1.00 204.00 0.90 SURCHARGED42 L-M-M-05-P 14.11 0 12:31 21.43 0.66 4.49 0.31 2.00 1.00 202.00 0.65 SURCHARGED43 L-M-M-06-P 14.36 0 12:11 14.48 0.99 4.79 0.53 2.00 1.00 201.00 0.65 SURCHARGED44 L-M-M-07-P 15.50 0 12:11 15.82 0.98 5.09 0.35 2.00 1.00 194.00 0.68 SURCHARGED45 L-M-M-08-P 16.93 0 12:11 16.87 1.00 5.39 0.49 2.00 1.00 173.00 0.41 SURCHARGED46 L-M-M-09-P 16.29 0 12:12 14.70 1.11 5.28 0.26 2.00 1.00 170.00 0.62 SURCHARGED47 L-M-M-10-P 16.30 0 12:12 13.62 1.20 5.19 0.31 2.00 1.00 169.00 0.59 SURCHARGED48 L-M-M-11-P 16.32 0 12:10 17.52 0.93 5.21 0.29 2.00 1.00 166.00 0.67 SURCHARGED49 L-M-M-12-P 15.63 0 12:10 15.49 1.01 5.00 0.97 2.00 1.00 159.00 0.02 SURCHARGED50 L-M-MRW-01-P 13.50 0 12:04 9.25 1.46 7.64 0.05 1.50 1.00 102.00 0.76 SURCHARGED51 L-M-MRW-02-P 12.98 0 12:02 11.95 1.09 7.35 0.36 1.50 1.00 111.00 0.96 SURCHARGED52 L-M-MRW-03-P 15.14 0 12:22 10.27 1.47 8.57 0.36 1.50 1.00 105.00 1.06 SURCHARGED53 L-M-MRW-04-P 15.14 0 12:22 23.77 0.64 8.57 0.35 1.50 1.00 57.00 2.06 SURCHARGED54 L-M-MRW-05-P 15.14 0 12:22 9.49 1.60 8.57 0.43 1.50 1.00 57.00 1.04 SURCHARGED55 L-M-MRW-06A-P 15.14 0 12:22 9.66 1.57 8.57 0.43 1.50 1.00 67.00 1.05 SURCHARGED56 L-M-MRW-07-P 8.34 0 12:35 13.36 0.62 2.66 1.31 2.00 1.00 919.00 0.03 SURCHARGED57 L-M-MRW-08-P 4.48 0 12:12 13.35 0.34 1.81 1.96 2.00 1.00 785.00 0.12 SURCHARGED58 L-M-MRW-09-P 4.48 0 12:11 13.87 0.32 1.91 1.66 2.00 1.00 690.00 0.15 SURCHARGED59 L-M-MRW-10-P 4.47 0 12:12 13.87 0.32 1.93 1.65 2.00 1.00 602.00 0.19 SURCHARGED60 L-M-MRW-11-P 3.92 0 13:00 14.15 0.28 1.92 1.82 2.00 1.00 492.00 0.27 SURCHARGED61 L-M-MRW-12-P 3.92 0 13:00 12.92 0.30 1.88 2.65 2.00 1.00 391.00 0.32 SURCHARGED62 L-M-MRW-13-P 3.86 0 13:00 6.44 0.60 2.19 1.09 1.50 1.00 394.00 0.38 SURCHARGED63 L-M-MRW-14-P 3.87 0 13:00 6.21 0.62 2.19 0.61 1.50 1.00 357.00 0.41 SURCHARGED64 L-M-MRW-15-P 4.21 0 12:07 6.18 0.68 2.38 1.11 1.50 1.00 181.00 0.10 SURCHARGED65 L-M-MRW-16-P 4.21 0 12:07 6.12 0.69 2.38 1.26 1.50 1.00 162.00 0.18 SURCHARGED66 L-M-MRW-17-P 4.22 0 12:07 6.34 0.66 2.39 1.32 1.50 1.00 127.00 0.22 SURCHARGED67 L-M-MRW-18-P 4.22 0 12:07 2.02 2.09 5.37 0.19 1.00 1.00 158.00 0.27 SURCHARGED68 L-M-MRW-19-P 4.21 0 12:07 1.87 2.25 5.37 0.09 1.00 1.00 161.00 0.25 SURCHARGED69 L-M-MRW-21-P 3.88 0 12:12 8.10 0.48 6.19 0.55 0.74 0.74 0.00 0.09 Calculated70 L-M-MRW-22-P 3.91 0 12:11 3.34 1.17 5.17 0.20 0.92 0.92 0.00 1.02 > CAPACITY71 L-M-NE-01-P 5.06 0 12:09 3.59 1.41 6.45 0.38 1.00 1.00 140.00 0.94 SURCHARGED72 L-M-NE-02-P 5.06 0 12:09 3.03 1.67 6.45 0.35 1.00 1.00 152.00 0.81 SURCHARGED73 L-M-NE-03-P 3.03 0 14:11 2.82 1.07 3.86 0.06 1.00 1.00 158.00 0.64 SURCHARGED74 L-M-NE-04-P 3.07 0 12:09 3.01 1.02 3.91 0.55 1.00 1.00 152.00 0.78 SURCHARGED75 L-M-NE-05-P 3.46 0 12:11 3.89 0.89 4.52 0.59 1.00 1.00 144.00 1.07 SURCHARGED76 L-M-NE-06-P 3.60 0 12:09 3.89 0.93 4.92 0.37 1.00 1.00 140.00 1.06 SURCHARGED77 L-M-NE-07-P 3.79 0 12:08 3.97 0.95 5.02 0.35 1.00 1.00 135.00 1.09 SURCHARGED78 L-M-NE-08-P 3.96 0 12:07 3.82 1.04 5.05 0.35 1.00 1.00 110.00 1.06 SURCHARGED79 L-M-NE-09-P 4.22 0 12:04 3.66 1.15 5.37 0.21 1.00 1.00 104.00 1.01 SURCHARGED80 L-M-NE-10-P 4.63 0 12:04 3.09 1.50 5.90 0.20 1.00 1.00 102.00 0.86 SURCHARGED81 L-M-NE-11-P 2.77 0 12:00 4.65 0.59 3.53 0.16 1.00 1.00 97.00 1.01 SURCHARGED

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

82 L-M-NE-12-P 4.87 0 12:26 4.57 1.07 6.21 0.71 1.00 1.00 70.00 1.38 SURCHARGED83 L-M-NE-13-P 3.42 0 12:17 4.57 0.75 4.36 0.83 1.00 1.00 53.00 1.12 SURCHARGED84 L-M-NE-14-P 3.53 0 12:18 4.56 0.77 5.20 0.32 1.00 1.00 49.00 1.38 SURCHARGED85 L-M-NE-15-P 3.66 0 12:14 4.57 0.80 5.61 0.42 1.00 1.00 32.00 1.40 SURCHARGED86 L-M-NE-16-P 4.03 0 12:13 4.56 0.88 5.72 0.31 1.00 1.00 26.00 1.40 SURCHARGED87 L-M-NE-17-P 4.53 0 12:12 4.56 0.99 5.79 0.30 1.00 1.00 23.00 1.40 SURCHARGED88 L-M-NE-18-P 5.35 0 12:12 3.46 1.55 6.82 0.36 1.00 1.00 21.00 1.08 SURCHARGED89 L-M-NE-19-P 2.24 0 12:09 2.62 0.86 2.85 0.08 1.00 1.00 23.00 0.70 SURCHARGED90 L-M-NE-20-P 3.19 0 12:08 2.73 1.17 4.06 0.49 1.00 1.00 19.00 0.85 SURCHARGED91 L-M-NE-21-P 3.19 0 12:08 2.73 1.17 4.06 0.46 1.00 1.00 16.00 0.84 SURCHARGED92 L-M-NE-22-P 3.19 0 12:08 2.73 1.17 4.06 1.01 1.00 1.00 11.00 0.86 SURCHARGED93 L-M-SB-01-P 42.54 0 12:14 49.97 0.85 6.02 0.64 3.00 1.00 217.00 0.70 SURCHARGED94 L-M-SB-02-P 42.55 0 12:14 54.58 0.78 6.02 0.29 3.00 1.00 216.00 0.81 SURCHARGED95 L-M-SB-03-P 42.56 0 12:14 54.61 0.78 6.07 0.65 3.00 1.00 214.00 0.85 SURCHARGED96 L-M-SB-04-P 42.56 0 12:14 54.57 0.78 6.59 0.63 3.00 1.00 212.00 0.88 SURCHARGED97 L-M-SB-05-P 42.89 0 12:07 54.58 0.79 6.62 0.53 3.00 1.00 208.00 0.88 SURCHARGED98 L-M-SB-06-P 42.83 0 12:07 54.45 0.79 6.37 0.53 3.00 1.00 197.00 0.87 SURCHARGED99 L-M-SB-07-P 44.11 0 12:08 54.55 0.81 6.38 0.49 3.00 1.00 190.00 0.87 SURCHARGED

100 L-M-SB-08-P 40.21 0 12:08 54.55 0.74 6.12 0.52 3.00 1.00 183.00 0.87 SURCHARGED101 L-M-SB-09-P 40.85 0 12:08 54.55 0.75 5.95 0.26 3.00 1.00 177.00 0.84 SURCHARGED102 L-M-SB-10-P 41.24 0 12:08 54.38 0.76 5.85 0.32 3.00 1.00 169.00 0.82 SURCHARGED103 L-M-SB-11-P 48.09 0 12:22 82.87 0.58 5.00 0.29 3.50 1.00 162.00 0.79 SURCHARGED104 L-M-SB-12-P 48.08 0 12:22 82.31 0.58 5.63 0.66 3.50 1.00 134.00 0.89 SURCHARGED105 L-M-SB-13-P 49.74 0 12:09 82.17 0.61 6.54 0.50 3.50 1.00 104.00 0.95 SURCHARGED106 L-M-SB-14-P 52.34 0 12:10 82.65 0.63 6.28 0.24 3.50 1.00 96.00 0.91 SURCHARGED107 L-M-SB-15-P 53.48 0 12:10 82.15 0.65 5.94 0.31 3.50 1.00 88.00 0.91 SURCHARGED108 L-M-SB-16-P 27.53 0 12:21 42.90 0.64 5.61 0.04 2.50 1.00 114.00 0.51 SURCHARGED109 L-M-SB-17-P 27.73 0 12:11 31.56 0.88 6.09 0.38 2.50 1.00 69.00 0.91 SURCHARGED110 L-M-SB-18-P 28.24 0 12:11 31.30 0.90 5.76 0.84 2.50 1.00 62.00 0.95 SURCHARGED111 L-M-SB-19-P 28.86 0 12:10 31.28 0.92 5.92 0.55 2.50 1.00 58.00 0.95 SURCHARGED112 L-M-SB-20-P 28.90 0 12:10 30.22 0.96 5.89 0.04 2.50 1.00 57.00 0.72 SURCHARGED113 L-M-WG-01-P 1.47 0 11:56 2.75 0.54 2.15 0.21 1.00 1.00 113.00 0.61 SURCHARGED114 L-M-WG-02-P 3.63 0 12:12 2.71 1.34 4.62 0.13 1.00 1.00 111.00 0.69 SURCHARGED115 L-M-WG-03-P 4.86 0 12:12 5.01 0.97 6.19 0.39 1.00 1.00 92.00 1.37 SURCHARGED116 L-M-WG-04-P 5.18 0 12:09 5.15 1.01 6.60 0.44 1.00 1.00 24.00 1.52 SURCHARGED117 L-M-WPD-01-P 19.24 0 12:11 23.22 0.83 6.70 0.28 2.00 1.00 73.00 1.08 SURCHARGED118 L-M-WPD-02-P 19.51 0 12:11 17.28 1.13 6.21 0.58 2.00 1.00 76.00 0.86 SURCHARGED119 L-M-WPD-03-P 16.51 0 12:20 17.15 0.96 5.26 0.34 2.00 1.00 81.00 0.78 SURCHARGED120 L-M-WPD-04-P 17.02 0 12:19 17.61 0.97 5.42 0.53 2.00 1.00 141.00 0.73 SURCHARGED121 L-M-WPD-05-P 32.09 0 13:15 16.66 1.93 10.21 0.28 2.00 1.00 145.00 0.73 SURCHARGED122 L-M-WPD-06-P 32.04 0 13:16 17.13 1.87 10.20 0.25 2.00 1.00 222.00 0.64 SURCHARGED123 L-M-WPD-07-P 23.61 0 12:12 26.99 0.87 7.52 0.34 2.00 1.00 189.00 1.03 SURCHARGED124 L-M-WPD-08-P 22.64 0 12:11 28.86 0.78 7.75 0.37 2.00 1.00 175.00 1.27 SURCHARGED125 L-M-WPD-09-P 14.06 0 13:20 16.03 0.88 8.45 0.23 1.50 1.00 126.00 1.47 SURCHARGED126 L-M-WPD-10-P 13.89 0 13:24 16.05 0.87 7.99 0.30 1.50 1.00 117.00 1.53 SURCHARGED127 L-M-WPD-11-P 15.65 0 12:09 16.11 0.97 8.87 0.48 1.50 1.00 108.00 1.68 SURCHARGED128 L-M-WPD-12-P 16.64 0 12:08 16.07 1.04 9.42 0.35 1.50 1.00 105.00 1.65 SURCHARGED129 L-M-WPD-13-P 16.80 0 12:06 16.09 1.04 9.50 0.39 1.50 1.00 103.00 1.68 SURCHARGED130 L-M-WPD-14-P 6.43 0 12:15 16.06 0.40 3.64 0.53 1.50 1.00 86.00 0.67 SURCHARGED131 L-M-WPD-15-P 6.45 0 12:14 16.12 0.40 5.61 0.75 1.12 0.79 0.00 1.68 Calculated132 L-M-WPD-16-P 6.63 0 12:13 15.94 0.42 7.74 0.31 0.67 0.51 0.00 1.76 Calculated133 L-M-WPD-17-P 6.60 0 12:13 15.82 0.42 7.76 0.33 0.69 0.49 0.00 1.75 Calculated134 L-M-WPD-18-P 6.59 0 12:13 18.12 0.36 8.95 0.49 0.63 0.43 0.00 2.01 Calculated135 L-M-WPD-19-P 6.63 0 12:12 7.88 0.84 4.51 0.36 1.13 0.77 0.00 0.88 Calculated136 L-M-WPD-20-P 6.67 0 12:12 1.96 3.40 3.89 0.29 1.38 0.94 0.00 0.52 > CAPACITY137 L-M-WPD-21-P 6.73 0 12:12 7.35 0.91 3.84 0.62 1.44 0.97 0.00 0.85 Calculated138 L-M-WPD-22-P 3.99 0 12:21 6.92 0.58 3.17 0.37 1.33 0.92 0.00 0.79 Calculated139 L-M-WPD-23-P 3.99 0 12:21 13.92 0.29 6.44 0.16 0.57 0.38 0.00 1.53 Calculated140 L-M-WPD-25-P 3.30 0 12:08 1.37 2.41 4.74 0.61 0.84 0.84 0.00 0.47 > CAPACITY

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Storage Nodes

Storage Node : ST-M-HW-01-CH

Input Data

97.86106.028.1697.860.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Heather Woods Chambers

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0.000 252.4500 0.0000.083 252.4500 20.950.167 252.4500 42.160.250 252.4500 63.110.333 252.4500 84.060.417 252.4500 105.270.500 252.4500 126.220.583 252.4500 147.170.667 252.4500 168.380.750 252.4500 189.330.833 252.4500 210.280.917 252.4500 231.491.000 252.450 252.441.001 522.7500 252.831.167 521.5288 339.511.250 518.9222 382.691.333 516.0818 425.641.417 513.3819 468.881.500 510.0913 511.351.583 506.4254 553.541.667 502.7569 595.931.750 498.4643 637.481.833 494.1899 678.681.917 489.1722 719.982.000 484.1642 760.372.083 479.5020 800.362.167 473.1143 840.372.250 467.0084 879.392.333 460.4705 917.882.417 453.4651 956.272.500 446.1268 993.602.583 439.0766 1030.342.667 430.4318 1066.862.750 418.3034 1102.082.833 407.3668 1136.352.917 396.9421 1170.133.000 383.9705 1202.543.083 368.8122 1233.783.167 350.5797 1263.993.250 326.3752 1292.083.333 286.9598 1317.533.417 272.3913 1341.023.500 258.5700 1363.053.583 252.4500 1384.263.667 252.4500 1405.473.750 252.4500 1426.423.833 252.4500 1447.373.917 252.4500 1468.584.000 252.4500 1489.534.001 0 1489.668.16 0 1489.66

Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................

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Storage Node : ST-M-HW-01-CH (continued)

Output Summary Results

5.055.054.911.75105.307.44104.166.30 12:124.051000.00

Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................

Peak Inflow (cfs) .......................................................Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................

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Storage Node : ST-M-MRW-19-PD

Input Data

131.00136.005.00131.000.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Park Way Circle Pond

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 129 0.0001 641 385.002 5079 3245.003 19943 15756.004 29298 40376.505 42218 76134.50

Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................

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Storage Node : ST-M-MRW-19-PD (continued)

Output Summary Results

10.173.003.3667.98134.043.04131.470.470 12:5615.422000.00

Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................

Peak Inflow (cfs) .......................................................

Shortened Bypass Model - 10-Year Event

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Storage Node : ST-M-SB-01-PD

Input Data

58.8071.0012.2058.800.000.000.00

Storage Area Volume CurvesStorage Curve : ShortenedBypass

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 28.3 0.000

7.1 28.3 200.937.2 232.8 213.998.2 4359 2509.899.2 5562 7470.39

10.2 6944 13723.3911.2 8460 21425.3912.2 11528 31419.39

Evaporation Loss ......................................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................

Shortened Bypass Model - 10-Year Event

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Shortened Bypass Model - 10-Year Event

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Storage Node : ST-M-SB-01-PD (continued)

Output Summary Results

59.190.0040.020.0070.5111.7161.542.740 13:160.000000.00

Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................Total Flooded Volume (ac-in) ...................................

Peak Inflow (cfs) .......................................................Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................Max HGL Elevation Attained (ft) ...............................

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Project DescriptionShortenedBypass-100yr.SPF

Project OptionsCFSElevationEPA SWMMHortonHydrodynamicYESYES

Analysis OptionsJan 01, 2018 00:00:00Jan 03, 2018 00:00:00Jan 01, 2018 00:00:000 days0 01:00:00 days hh:mm:ss0 00:01:00 days hh:mm:ss0 00:06:00 days hh:mm:ss10 seconds

Number of ElementsQty141143139100320361140011000

Rainfall DetailsSN Rain Gage Data Data Source Rainfall Rain State County Return Rainfall Rainfall

ID Source ID Type Units Period Depth Distribution(years) (inches)

1 Rain Gage Time Series 100-year Cumulative inches 0.00

Weirs ................................................. Outlets ...............................................Pollutants ...................................................Land Uses ..................................................

Storage Nodes ..................................Links........................................................... Channels ........................................... Pipes ................................................. Pumps ............................................... Orifices ..............................................

Subbasins...................................................Nodes......................................................... Junctions ........................................... Outfalls .............................................. Flow Diversions ................................. Inlets ..................................................

Antecedent Dry Days .................................Runoff (Dry Weather) Time Step ...............Runoff (Wet Weather) Time Step ..............Reporting Time Step ..................................Routing Time Step .....................................

Rain Gages ................................................

Link Routing Method ..................................Enable Overflow Ponding at Nodes ...........Skip Steady State Analysis Time Periods ..

Start Analysis On .......................................End Analysis On ........................................Start Reporting On .....................................

Version: 2019 DSR

Flow Units ..................................................Elevation Type ...........................................Hydrology Method ......................................EPA SWMM Infiltration Method .................

File Name ..................................................Description .................................................

Project: Westpark (MOA)

Model: Shortened Bypass Alternative

By: AWR Engineering

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Subbasin SummarySN Subbasin Area Impervious Average Equivalent Impervious Pervious Total Total Total Total Peak Time of

ID Area Slope Width Area Area Rainfall Infiltration Runoff Runoff Runoff ConcentrationManning's Manning's Volume

Roughness Roughness(ac) (%) (%) (ft) (in) (in) (in) (ac-in) (cfs) (days hh:mm:ss)

1 S-BBC-01 8.61 42.00 4.0486 2741.07 0.0110 0.2400 3.59 1.7260 2.06 17.72 17.44 0 00:26:052 S-BBC-02 2.16 10.00 24.1653 329.05 0.0110 0.8000 3.59 2.7150 0.88 1.89 1.64 0 01:16:473 S-BBC-03 6.97 42.00 3.5967 1919.17 0.0110 0.2400 3.59 0.5260 4.98 34.70 17.35 0 00:28:434 S-BBC-04 4.81 10.00 25.1246 700.13 0.0110 0.8000 3.59 0.7800 2.81 13.52 4.76 0 01:18:005 S-F-01 8.02 2.00 20.3368 1562.17 0.0110 0.7200 3.59 2.8020 0.79 6.32 6.26 0 01:08:056 S-F-02 8.41 42.00 4.0000 2541.53 0.0110 0.2400 3.59 1.7300 2.59 21.81 20.00 0 00:26:497 S-F-03 4.71 42.00 4.0000 1590.56 0.0110 0.2400 3.59 1.7190 1.85 8.72 9.00 0 00:24:388 S-F-04 9.06 42.00 4.0000 2178.57 0.0110 0.2400 3.59 1.7220 1.85 16.75 16.09 0 00:30:109 S-F-05 3.25 42.00 4.0000 1110.40 0.0110 0.2400 3.59 1.7320 2.72 8.84 8.47 0 00:24:03

10 S-F-06 3.23 10.00 25.8492 683.47 0.0110 0.8000 3.59 2.7030 0.89 2.87 3.07 0 01:01:4711 S-GTN-01 10.71 42.00 4.3797 2559.42 0.0110 0.2400 3.59 1.7280 2.04 21.84 20.40 0 00:29:4212 S-GTN-02 2.49 10.00 21.9787 361.24 0.0110 0.8000 3.59 2.7190 0.87 2.17 1.77 0 01:21:2113 S-GTS-01 14.37 42.00 3.6889 3401.79 0.0110 0.2400 3.59 1.7270 2.00 28.78 26.69 0 00:31:5414 S-GTS-02 2.70 10.00 27.3016 442.88 0.0110 0.8000 3.59 2.7100 0.88 2.38 2.23 0 01:10:4915 S-HWE-01 12.86 27.00 11.6345 2504.04 0.0110 0.3000 3.59 2.6440 0.95 12.17 10.58 0 00:34:0916 S-M-02 2.81 42.00 5.4784 491.12 0.0110 0.2400 3.59 1.7250 1.99 5.58 5.27 0 00:30:5717 S-M-03 1.16 85.00 6.7584 1088.63 0.0110 0.2400 3.59 0.6710 2.92 3.39 2.77 0 00:07:3418 S-M-05 0.51 0.00 12.0350 131.53 0.0110 0.2400 3.59 2.7920 0.80 0.41 0.72 0 00:34:5919 S-M-08 3.21 42.00 4.8711 989.88 0.0110 0.2400 3.59 1.7240 2.47 7.91 8.16 0 00:23:5320 S-M-09 2.54 0.00 26.5219 658.63 0.0110 0.5800 3.59 2.8020 0.79 2.00 2.84 0 00:46:4321 S-MRW-01 26.47 33.00 16.9978 3842.89 0.0110 0.2400 3.59 0.5530 3.04 80.42 49.99 0 00:29:5022 S-MRW-02 2.43 15.00 6.6656 1194.60 0.0110 0.3000 3.59 0.6650 2.93 7.11 4.56 0 00:29:2523 S-MRW-03 0.82 30.00 20.5530 1392.23 0.0110 0.2400 3.59 1.9340 1.66 1.36 1.91 0 00:07:4524 S-MRW-04 9.68 33.00 12.5273 1612.46 0.0110 0.2400 3.59 2.4200 1.17 11.33 9.60 0 00:29:2725 S-MRW-06 3.87 42.00 5.8648 1969.33 0.0110 0.2400 3.59 1.7160 1.85 7.16 8.18 0 00:17:4526 S-NE-01 11.90 42.00 4.6525 3119.14 0.0110 0.2400 3.59 2.1740 1.39 16.56 12.19 0 00:28:0127 S-NE-02 6.65 42.00 4.6997 2131.70 0.0110 0.2400 3.59 2.1720 1.39 9.26 6.90 0 00:24:3128 S-NE-03 12.36 42.00 4.7175 3549.41 0.0110 0.2400 3.59 2.2730 1.52 18.80 14.59 0 00:26:4529 S-NE-04 4.43 42.00 4.8004 1617.31 0.0110 0.2400 3.59 1.7180 1.85 8.18 8.74 0 00:22:2230 S-NE-05 2.03 60.00 19.3311 2620.92 0.0110 0.2400 3.59 1.1050 2.49 5.05 4.86 0 00:06:3931 S-NE-06 3.46 10.00 26.9748 571.73 0.0110 0.8000 3.59 3.5880 0.00 0.01 0.10 0 01:10:4632 S-NE-07 3.40 5.00 22.4351 963.97 0.0110 0.8000 3.59 2.7580 0.83 2.83 3.41 0 00:55:2833 S-WG-01 2.66 42.00 10.7992 1049.10 0.0110 0.2400 3.59 0.4510 3.14 8.35 5.91 0 00:16:2734 S-WG-02 5.37 42.00 7.1476 1512.94 0.0110 0.2400 3.59 0.4550 3.14 16.84 11.14 0 00:22:4935 S-WPD-01 2.94 85.00 13.7585 1751.94 0.0110 0.2400 3.59 0.5210 3.07 9.03 6.78 0 00:06:3036 S-WPD-02 6.76 42.00 4.0426 1863.20 0.0110 0.2400 3.59 1.7210 1.85 12.47 12.39 0 00:27:4037 S-WPD-03 5.31 42.00 3.0851 2690.29 0.0110 0.2400 3.59 0.5110 3.05 16.22 11.27 0 00:21:5938 S-WPD-07 4.34 85.00 2.7147 3254.25 0.0110 0.2400 3.59 0.1300 3.41 14.80 10.63 0 00:09:1439 S-WPD-08 6.86 50.00 5.2146 2623.82 0.0110 0.2400 3.59 0.4390 3.12 21.42 15.15 0 00:23:2540 S-WPD-09 3.30 40.00 12.1226 1888.22 0.0110 0.2400 3.59 1.6600 1.93 6.37 7.32 0 00:15:5541 S-WPD-10 8.29 42.00 6.2316 2192.49 0.0110 0.2400 3.59 1.6630 1.93 15.97 15.98 0 00:25:04

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB Junction 75.70 83.28 75.70 83.28 15143.00 59.78 84.63 0.00 21.07 0 00:00 0.00 0.002 J-M-B-02-MH Junction 18.14 23.00 18.14 23.00 0.00 40.73 21.74 0.00 1.26 0 00:00 0.00 0.003 J-M-B-03-D Junction 19.58 124.25 19.58 124.25 0.00 40.73 32.37 0.00 91.88 0 00:00 0.00 0.004 J-M-B-04-D Junction 33.12 121.62 33.12 121.62 0.00 40.73 50.20 0.00 71.42 0 00:00 0.00 0.005 J-M-B-05-D Junction 45.37 119.53 45.37 119.53 0.00 40.73 61.59 0.00 57.94 0 00:00 0.00 0.006 J-M-B-06-MH Junction 58.29 71.00 58.29 71.00 3049.00 40.95 72.08 1.08 0.00 0 13:01 0.96 416.007 J-M-BBC-04-CB Junction 84.70 90.22 84.70 90.22 11497.00 17.43 90.73 0.51 0.00 0 12:12 1.63 65.008 J-M-BBN-01-MH Junction 83.24 91.21 83.24 91.21 0.00 16.14 90.82 0.00 0.39 0 00:00 0.00 0.009 J-M-BBN-02-MH Junction 86.01 94.48 86.01 94.48 0.00 16.19 94.07 0.00 0.41 0 00:00 0.00 0.00

10 J-M-BBN-03-MH Junction 87.02 96.59 87.02 96.59 0.00 16.55 96.23 0.00 0.36 0 00:00 0.00 0.0011 J-M-BBN-04-MH Junction 87.55 97.48 87.55 97.48 0.00 16.64 97.12 0.00 0.36 0 00:00 0.00 0.0012 J-M-BBN-05-MH Junction 88.82 99.87 88.82 99.87 0.00 17.35 99.52 0.00 0.35 0 00:00 0.00 0.0013 J-M-F-01-MH Junction 68.27 74.57 68.27 74.57 0.00 8.87 74.21 0.00 0.36 0 00:00 0.00 0.0014 J-M-F-02-CB Junction 68.67 74.98 68.67 74.98 0.00 8.91 74.44 0.00 0.54 0 00:00 0.00 0.0015 J-M-F-03-MH Junction 68.92 75.02 68.92 75.02 0.00 8.92 74.56 0.00 0.46 0 00:00 0.00 0.0016 J-M-F-04-MH Junction 69.48 75.35 69.48 75.35 0.00 8.99 74.95 0.00 0.40 0 00:00 0.00 0.0017 J-M-GTN-01-MH Junction 87.82 97.29 87.82 97.29 0.00 4.02 96.83 0.00 0.46 0 00:00 0.00 0.0018 J-M-GTN-02-MH Junction 88.17 98.09 88.17 98.09 0.00 4.02 96.80 0.00 1.29 0 00:00 0.00 0.0019 J-M-GTN-03-MH Junction 88.92 97.86 88.92 97.86 0.00 4.02 97.52 0.00 0.34 0 00:00 0.00 0.0020 J-M-GTN-04-MH Junction 89.81 96.28 89.81 96.28 5407.00 6.85 96.97 0.69 0.00 0 12:24 1.64 328.0021 J-M-GTN-05-MH Junction 90.31 95.53 90.31 95.53 20622.00 29.75 96.97 1.44 0.00 0 18:43 9.49 414.0022 J-M-GTN-06-MH Junction 92.16 97.24 92.16 97.24 0.00 2.05 96.99 0.00 0.25 0 00:00 0.00 0.0023 J-M-GTN-07-MH Junction 93.15 98.46 93.15 98.46 0.00 2.05 97.33 0.00 1.13 0 00:00 0.00 0.0024 J-M-GTS-01-MH Junction 84.01 92.49 84.01 92.49 13893.00 44.08 93.69 1.20 0.00 0 12:13 5.43 297.0025 J-M-GTS-02-MH Junction 84.49 91.89 84.49 91.89 16141.00 57.98 93.69 1.80 0.00 0 12:06 10.20 348.0026 J-M-GTS-03-MH Junction 85.25 92.15 85.25 92.15 18029.00 27.17 93.69 1.54 0.00 0 12:08 8.33 332.0027 J-M-GTS-04-MH Junction 87.54 94.49 87.54 94.49 0.00 6.13 94.29 0.00 0.20 0 00:00 0.00 0.0028 J-M-GTS-05-MH Junction 88.86 95.92 88.86 95.92 0.00 6.13 94.70 0.00 1.22 0 00:00 0.00 0.0029 J-M-GTS-06-MH Junction 89.30 96.48 89.30 96.48 0.00 6.13 95.07 0.00 1.41 0 00:00 0.00 0.0030 J-M-GTS-07-MH Junction 90.98 98.10 90.98 98.10 0.00 5.52 96.42 0.00 1.68 0 00:00 0.00 0.0031 J-M-GTS-08-MH Junction 91.76 100.61 91.76 100.61 0.00 5.29 96.77 0.00 3.84 0 00:00 0.00 0.0032 J-M-GTS-09-MH Junction 92.03 101.38 92.03 101.38 0.00 5.37 97.16 0.00 4.22 0 00:00 0.00 0.0033 J-M-GTS-10-MH Junction 92.36 102.32 92.36 102.32 0.00 5.53 97.47 0.00 4.85 0 00:00 0.00 0.0034 J-M-GTS-12-MH Junction 93.05 101.43 93.05 101.43 0.00 5.66 97.76 0.00 3.67 0 00:00 0.00 0.0035 J-M-GTS-13-MH Junction 93.34 100.14 93.34 100.14 0.00 5.69 97.92 0.00 2.22 0 00:00 0.00 0.0036 J-M-M-02-MH Junction 62.92 71.00 62.92 71.00 2182.00 17.26 72.33 1.33 0.00 0 12:42 0.86 454.0037 J-M-M-03-CB Junction 63.72 70.75 63.72 70.75 49370.00 50.52 72.36 1.61 0.00 0 12:27 31.89 485.0038 J-M-M-04-MH Junction 65.33 72.18 65.33 72.18 4408.00 31.65 72.37 0.19 0.00 0 14:51 0.73 192.0039 J-M-M-05-MH Junction 66.98 74.59 66.98 74.59 0.00 32.29 74.20 0.00 0.39 0 00:00 0.00 0.0040 J-M-M-06-MH Junction 67.65 75.24 67.65 75.24 0.00 15.75 75.05 0.00 0.19 0 00:00 0.00 0.0041 J-M-M-07-MH Junction 68.39 76.87 68.39 76.87 0.00 15.74 76.09 0.00 0.78 0 00:00 0.00 0.0042 J-M-M-08-MH Junction 68.81 77.97 68.81 77.97 0.00 15.74 76.95 0.00 1.02 0 00:00 0.00 0.0043 J-M-M-09-MH Junction 69.56 79.62 69.56 79.62 0.00 15.75 78.05 0.00 1.57 0 00:00 0.00 0.0044 J-M-M-10-MH Junction 69.95 80.52 69.95 80.52 0.00 15.06 78.42 0.00 2.10 0 00:00 0.00 0.0045 J-M-M-11-MH Junction 70.34 81.51 70.34 81.51 0.00 15.06 78.79 0.00 2.72 0 00:00 0.00 0.0046 J-M-M-12-MH Junction 70.83 83.82 70.83 83.82 0.00 15.06 79.19 0.00 4.63 0 00:00 0.00 0.0047 J-M-MRW-01-MH Junction 109.03 115.61 109.03 115.61 0.00 31.48 115.59 0.00 0.02 0 00:00 0.00 0.0048 J-M-MRW-02-MH Junction 111.03 117.07 111.03 117.07 0.00 31.65 116.78 0.00 0.29 0 00:00 0.00 0.0049 J-M-MRW-03-MH Junction 112.75 128.03 112.75 128.03 0.00 15.43 121.96 0.00 6.07 0 00:00 0.00 0.0050 J-M-MRW-04-MH Junction 120.68 136.83 120.68 136.83 0.00 15.43 126.75 0.00 10.08 0 00:00 0.00 0.0051 J-M-MRW-05-MH Junction 122.32 140.48 122.32 140.48 0.00 15.43 131.26 0.00 9.22 0 00:00 0.00 0.0052 J-M-MRW-06A-MH Junction 123.99 135.61 123.99 135.61 12253.00 35.53 136.45 0.84 0.00 0 12:12 2.85 85.0053 J-M-MRW-06B-MH Junction 123.99 135.61 123.99 135.61 12253.00 50.87 136.49 0.88 0.00 0 12:12 3.00 89.0054 J-M-MRW-07-MH Junction 124.69 135.14 124.69 135.14 5755.00 10.38 136.50 1.36 0.00 0 12:02 2.21 101.0055 J-M-MRW-08-MH Junction 125.38 137.16 125.38 137.16 0.00 7.84 136.58 0.00 0.58 0 00:00 0.00 0.0056 J-M-MRW-09-MH Junction 125.98 139.48 125.98 139.48 0.00 7.84 136.78 0.00 2.70 0 00:00 0.00 0.0057 J-M-MRW-10-MH Junction 126.59 138.92 126.59 138.92 0.00 7.84 136.95 0.00 1.97 0 00:00 0.00 0.0058 J-M-MRW-11-MH Junction 127.34 136.88 127.34 136.88 4669.00 5.62 136.95 0.07 0.00 0 12:12 0.10 7.0059 J-M-MRW-12-MH Junction 128.22 140.97 128.22 140.97 0.00 5.61 137.19 0.00 3.78 0 00:00 0.00 0.0060 J-M-MRW-13-MH Junction 128.70 139.79 128.70 139.79 0.00 5.19 137.46 0.00 2.33 0 00:00 0.00 0.0061 J-M-MRW-14-MH Junction 128.98 139.18 128.98 139.18 0.00 9.59 137.62 0.00 1.56 0 00:00 0.00 0.0062 J-M-MRW-15-MH Junction 129.51 137.85 129.51 137.85 0.00 5.89 137.02 0.00 0.83 0 00:00 0.00 0.0063 J-M-MRW-16-MH Junction 130.08 136.70 130.08 136.70 0.00 5.88 136.36 0.00 0.34 0 00:00 0.00 0.0064 J-M-MRW-17-MH Junction 130.73 135.54 130.73 135.54 4746.00 5.89 135.82 0.28 0.00 0 12:12 0.38 103.0065 J-M-MRW-18-CB Junction 130.93 135.35 130.93 135.35 6002.00 4.44 135.85 0.50 0.00 0 13:03 0.83 105.0066 J-M-MRW-20-CB Junction 132.83 138.00 132.83 138.00 0.00 5.32 137.10 0.00 0.90 0 00:00 0.00 0.0067 J-M-MRW-21-MH Junction 168.94 175.34 168.94 175.34 0.00 5.32 169.53 0.00 5.81 0 00:00 0.00 0.0068 J-M-MRW-22-CB Junction 170.92 175.13 170.92 175.13 4403.00 8.17 175.29 0.16 0.00 0 12:12 0.20 14.0069 J-M-NE-01-MH Junction 93.46 99.72 93.46 99.72 0.00 5.70 98.00 0.00 1.72 0 00:00 0.00 0.0070 J-M-NE-02-MH Junction 94.87 101.00 94.87 101.00 0.00 4.97 100.16 0.00 0.84 0 00:00 0.00 0.0071 J-M-NE-03-CB Junction 95.75 101.72 95.75 101.72 8534.00 21.42 102.89 1.17 0.00 0 12:11 7.98 319.0072 J-M-NE-04-MH Junction 95.92 102.04 95.92 102.04 8112.00 18.26 102.89 0.85 0.00 0 12:11 7.19 285.0073 J-M-NE-05-MH Junction 96.80 103.25 96.80 103.25 0.00 11.42 102.89 0.00 0.36 0 00:00 0.00 0.0074 J-M-NE-06-MH Junction 98.53 104.82 98.53 104.82 0.00 11.47 104.42 0.00 0.40 0 00:00 0.00 0.0075 J-M-NE-07-MH Junction 99.73 105.98 99.73 105.98 0.00 11.49 105.58 0.00 0.40 0 00:00 0.00 0.0076 J-M-NE-08-MH Junction 100.94 107.07 100.94 107.07 0.00 11.54 106.67 0.00 0.40 0 00:00 0.00 0.0077 J-M-NE-09-MH Junction 102.08 108.17 102.08 108.17 0.00 11.64 107.77 0.00 0.40 0 00:00 0.00 0.0078 J-M-NE-10-MH Junction 102.78 108.95 102.78 108.95 0.00 11.66 108.55 0.00 0.40 0 00:00 0.00 0.0079 J-M-NE-11-MH Junction 103.34 109.71 103.34 109.71 0.00 11.82 109.31 0.00 0.40 0 00:00 0.00 0.0080 J-M-NE-12-MH Junction 103.91 110.11 103.91 110.11 0.00 5.17 109.53 0.00 0.58 0 00:00 0.00 0.0081 J-M-NE-13-MH Junction 107.69 114.29 107.69 114.29 14431.00 18.22 114.92 0.63 0.00 0 12:12 3.54 123.00

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Node SummarySN Element Element Invert Ground/Rim Initial Surcharge Ponded Peak Max HGL Max Min Time of Total Total Time

ID Type Elevation (Max) Water Elevation Area Inflow Elevation Surcharge Freeboard Peak Flooded FloodedElevation Elevation Attained Depth Attained Flooding Volume

Attained Occurrence(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft) (days hh:mm) (ac-in) (min)

82 J-M-NE-14-MH Junction 110.78 117.06 110.78 117.06 0.00 11.03 116.65 0.00 0.41 0 00:00 0.00 0.0083 J-M-NE-15-MH Junction 112.27 118.48 112.27 118.48 0.00 11.19 118.06 0.00 0.42 0 00:00 0.00 0.0084 J-M-NE-16-MH Junction 114.34 120.49 114.34 120.49 0.00 11.49 120.07 0.00 0.42 0 00:00 0.00 0.0085 J-M-NE-17-MH Junction 115.95 122.06 115.95 122.06 0.00 11.64 121.65 0.00 0.41 0 00:00 0.00 0.0086 J-M-NE-18-MH Junction 117.53 123.60 117.53 123.60 0.00 12.03 123.19 0.00 0.41 0 00:00 0.00 0.0087 J-M-NE-19-MH Junction 118.80 125.76 118.80 125.76 0.00 12.36 125.35 0.00 0.41 0 00:00 0.00 0.0088 J-M-NE-20-CB Junction 118.96 125.70 118.96 125.70 0.00 3.74 125.35 0.00 0.35 0 00:00 0.00 0.0089 J-M-NE-21-MH Junction 119.66 127.00 119.66 127.00 10.00 3.75 127.00 0.00 0.00 0 00:00 0.00 0.0090 J-M-NE-22-MH Junction 120.32 131.20 120.32 131.20 10.00 3.74 131.20 0.00 0.00 0 00:00 0.00 0.0091 J-M-NE-23-CB Junction 118.22 129.00 118.22 129.00 170.00 4.86 131.01 2.01 0.00 0 12:08 0.12 12.0092 J-M-SB-01 Junction 59.90 72.62 59.90 72.62 500.00 45.27 72.41 0.00 0.21 0 00:00 0.00 0.0093 J-M-SB-02 Junction 60.60 73.50 60.60 73.50 0.00 45.26 73.13 0.00 0.37 0 00:00 0.00 0.0094 J-M-SB-03 Junction 62.05 77.00 62.05 77.00 0.00 45.27 74.41 0.00 2.59 0 00:00 0.00 0.0095 J-M-SB-04 Junction 63.57 80.00 63.57 80.00 0.00 45.27 75.78 0.00 4.22 0 00:00 0.00 0.0096 J-M-SB-05 Junction 64.86 83.50 64.86 83.50 0.00 45.28 77.01 0.00 6.49 0 00:00 0.00 0.0097 J-M-SB-06 Junction 66.10 86.00 66.10 86.00 0.00 40.11 78.13 0.00 7.87 0 00:00 0.00 0.0098 J-M-SB-07 Junction 67.28 84.00 67.28 84.00 0.00 40.11 79.21 0.00 4.79 0 00:00 0.00 0.0099 J-M-SB-08 Junction 68.47 81.00 68.47 81.00 0.00 38.29 80.01 0.00 0.99 0 00:00 0.00 0.00

100 J-M-SB-09 Junction 69.10 80.62 69.10 80.62 20000.00 60.87 80.64 0.02 0.00 0 13:17 0.13 35.00101 J-M-SB-10 Junction 69.83 79.62 69.83 79.62 30000.00 94.34 80.70 1.08 0.00 0 12:23 11.19 186.00102 J-M-SB-11 Junction 70.44 80.12 70.44 80.12 20000.00 60.01 80.78 0.66 0.00 0 12:26 4.15 151.00103 J-M-SB-12 Junction 71.81 82.50 71.81 82.50 0.00 60.01 81.80 0.00 0.70 0 00:00 0.00 0.00104 J-M-SB-13 Junction 73.03 84.00 73.03 84.00 0.00 60.02 82.87 0.00 1.13 0 00:00 0.00 0.00105 J-M-SB-14 Junction 73.64 84.50 73.64 84.50 0.00 60.02 83.74 0.00 0.76 0 00:00 0.00 0.00106 J-M-SB-15 Junction 74.37 84.41 74.37 84.41 129595.00 108.62 84.63 0.00 19.84 0 00:00 0.00 0.00107 J-M-SB-16 Junction 74.60 84.87 74.60 84.87 0.00 35.43 84.63 0.00 0.24 0 00:00 0.00 0.00108 J-M-SB-17 Junction 77.40 86.95 77.40 86.95 10.00 34.51 85.92 0.00 1.03 0 00:00 0.00 0.00109 J-M-SB-18 Junction 78.94 88.05 78.94 88.05 10.00 34.52 87.67 0.00 0.38 0 00:00 0.00 0.00110 J-M-SB-19 Junction 80.01 89.39 80.01 89.39 0.00 34.60 89.13 0.00 0.26 0 00:00 0.00 0.00111 J-M-WG-01-MH Junction 111.40 117.27 111.40 117.27 0.00 10.79 116.84 0.00 0.43 0 00:00 0.00 0.00112 J-M-WG-02-MH Junction 111.67 117.96 111.67 117.96 0.00 10.83 117.52 0.00 0.44 0 00:00 0.00 0.00113 J-M-WG-03-MH Junction 114.19 120.85 114.19 120.85 0.00 10.98 120.40 0.00 0.45 0 00:00 0.00 0.00114 J-M-WG-04-MH Junction 117.42 124.43 117.42 124.43 0.00 11.13 123.98 0.00 0.45 0 00:00 0.00 0.00115 J-M-WPD-02-MH Junction 77.53 85.53 77.53 85.53 0.00 78.70 85.14 0.00 0.39 0 00:00 0.00 0.00116 J-M-WPD-03-MH Junction 78.64 87.80 78.64 87.80 0.00 78.74 87.41 0.00 0.39 0 00:00 0.00 0.00117 J-M-WPD-04-MH Junction 79.24 88.89 79.24 88.89 0.00 70.96 88.50 0.00 0.39 0 00:00 0.00 0.00118 J-M-WPD-05-MH Junction 80.17 90.36 80.17 90.36 0.00 103.09 89.98 0.00 0.38 0 00:00 0.00 0.00119 J-M-WPD-06-MH Junction 81.07 92.44 81.07 92.44 0.00 71.58 92.01 0.00 0.43 0 00:00 0.00 0.00120 J-M-WPD-07-MH Junction 81.87 94.05 81.87 94.05 0.00 84.96 93.64 0.00 0.41 0 00:00 0.00 0.00121 J-M-WPD-08-MH Junction 84.03 95.61 84.03 95.61 0.00 69.41 95.20 0.00 0.41 0 00:00 0.00 0.00122 J-M-WPD-09-MH Junction 86.50 97.41 86.50 97.41 0.00 70.98 96.99 0.00 0.42 0 00:00 0.00 0.00123 J-M-WPD-10-MH Junction 92.33 99.29 92.33 99.29 0.00 55.50 98.81 0.00 0.48 0 00:00 0.00 0.00124 J-M-WPD-11-MH Junction 95.22 102.23 95.22 102.23 0.00 55.53 101.73 0.00 0.50 0 00:00 0.00 0.00125 J-M-WPD-12-MH Junction 100.36 107.42 100.36 107.42 0.00 56.19 106.93 0.00 0.49 0 00:00 0.00 0.00126 J-M-WPD-13-MH Junction 104.33 111.41 104.33 111.41 0.00 56.47 110.91 0.00 0.50 0 00:00 0.00 0.00127 J-M-WPD-14-MH Junction 108.84 115.97 108.84 115.97 0.00 56.81 115.47 0.00 0.50 0 00:00 0.00 0.00128 J-M-WPD-15-MH Junction 111.25 118.16 111.25 118.16 0.00 12.21 117.39 0.00 0.77 0 00:00 0.00 0.00129 J-M-WPD-16-MH Junction 116.36 122.51 116.36 122.51 0.00 12.21 121.02 0.00 1.49 0 00:00 0.00 0.00130 J-M-WPD-17-MH Junction 119.26 125.44 119.26 125.44 0.00 12.21 123.41 0.00 2.03 0 00:00 0.00 0.00131 J-M-WPD-18-MH Junction 122.28 128.52 122.28 128.52 0.00 12.21 125.92 0.00 2.60 0 00:00 0.00 0.00132 J-M-WPD-19-CB Junction 129.04 134.11 129.04 134.11 0.00 12.25 130.18 0.00 3.93 0 00:00 0.00 0.00133 J-M-WPD-20-CB Junction 130.05 135.61 130.05 135.61 0.00 12.25 132.99 0.00 2.62 0 00:00 0.00 0.00134 J-M-WPD-21-MH Junction 130.09 137.19 130.09 137.19 0.00 12.25 134.59 0.00 2.60 0 00:00 0.00 0.00135 J-M-WPD-22-CB Junction 131.05 136.11 131.05 136.11 200.00 14.13 137.12 1.01 0.00 0 12:12 0.07 12.00136 J-M-WPD-23-CB Junction 131.40 138.74 131.40 138.74 0.00 8.67 137.87 0.00 0.87 0 00:00 0.00 0.00137 J-M-WPD-24-I Junction 139.63 141.13 139.63 141.13 100.00 15.59 140.51 0.00 0.62 0 00:00 0.00 0.00138 J-M-WPD-25-O Junction 153.39 154.39 153.39 154.39 0.00 3.27 154.05 0.00 0.34 0 00:00 0.00 0.00139 J-M-WPD-26-CB Junction 154.26 160.16 154.26 160.16 0.00 15.97 159.73 0.00 0.43 0 00:00 0.00 0.00140 O-M-B-01-O Outfall 16.00 40.73 16.74141 ST-M-HW-01-CH Storage Node 97.86 106.02 97.86 0.00 10.58 105.34 0.00 0.00142 ST-M-MRW-19-PD Storage Node 131.00 136.00 131.00 42218.00 21.62 136.02 0.22 33.00143 ST-M-SB-01-PD Storage Node 58.80 71.00 58.80 35586.00 79.47 72.31 18.15 452.00

Shortened Bypass Model - 100-Year Event

Appendix B Page 134 of 157

Page 148: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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159.

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0.00

SU

RC

HA

RG

ED

32L-

M-G

TS

-08-

PP

ipe

J-M

-GT

S-0

8-M

HJ-

M-G

TS

-07-

MH

245.

3991

.76

91.0

30.

3000

18.0

000.

0120

5.52

6.21

0.89

3.88

1.50

1.00

358.

00S

UR

CH

AR

GE

D33

L-M

-GT

S-0

9-P

Pip

eJ-

M-G

TS

-09-

MH

J-M

-GT

S-0

8-M

H73

.73

92.0

391

.81

0.30

0018

.000

0.01

205.

296.

220.

853.

421.

501.

0035

7.00

SU

RC

HA

RG

ED

34L-

M-G

TS

-10-

PP

ipe

J-M

-GT

S-1

0-M

HJ-

M-G

TS

-09-

MH

92.3

592

.36

92.0

80.

3000

18.0

000.

0120

5.37

6.27

0.86

3.23

1.50

1.00

357.

00S

UR

CH

AR

GE

D35

L-M

-GT

S-1

2-P

Pip

eJ-

M-G

TS

-12-

MH

J-M

-GT

S-1

0-M

H19

2.36

93.0

592

.41

0.33

0018

.000

0.01

205.

536.

560.

843.

371.

501.

0035

6.00

SU

RC

HA

RG

ED

36L-

M-G

TS

-13-

PP

ipe

J-M

-GT

S-1

3-M

HJ-

M-G

TS

-12-

MH

81.3

493

.34

93.1

00.

3000

18.0

000.

0120

5.66

6.18

0.92

3.42

1.50

1.00

355.

00S

UR

CH

AR

GE

D37

L-M

-GT

S-1

4-P

Pip

eJ-

M-N

E-0

1-M

HJ-

M-G

TS

-13-

MH

23.3

193

.46

93.3

90.

3000

18.0

000.

0120

5.69

6.24

0.91

3.26

1.50

1.00

354.

00S

UR

CH

AR

GE

D38

L-M

-M-0

1-P

Pip

eJ-

M-M

-02-

MH

ST

-M-S

B-0

1-P

D23

0.09

62.9

261

.77

0.50

0024

.000

0.01

2017

.26

17.3

31.

005.

492.

001.

0055

5.00

SU

RC

HA

RG

ED

39L-

M-M

-02-

PP

ipe

J-M

-M-0

3-C

BJ-

M-M

-02-

MH

150.

9263

.72

62.9

70.

5000

24.0

000.

0120

17.2

617

.28

1.00

5.49

2.00

1.00

554.

00S

UR

CH

AR

GE

D40

L-M

-M-0

3-P

Pip

eJ-

M-M

-04-

MH

J-M

-M-0

3-C

B15

5.72

65.3

363

.77

1.00

0024

.000

0.01

2017

.59

24.5

30.

725.

602.

001.

0054

7.00

SU

RC

HA

RG

ED

41L-

M-M

-04-

PP

ipe

J-M

-M-0

5-M

HJ-

M-M

-04-

MH

210.

6866

.98

65.3

80.

7600

24.0

000.

0120

21.6

721

.36

1.01

6.90

2.00

1.00

539.

00S

UR

CH

AR

GE

D42

L-M

-M-0

5-P

Pip

eJ-

M-M

-06-

MH

J-M

-M-0

5-M

H83

.68

67.6

567

.01

0.76

0024

.000

0.01

2015

.76

21.4

30.

745.

022.

001.

0053

6.00

SU

RC

HA

RG

ED

43L-

M-M

-06-

PP

ipe

J-M

-M-0

7-M

HJ-

M-M

-06-

MH

151.

8868

.39

67.8

60.

3500

24.0

000.

0120

15.7

514

.48

1.09

5.01

2.00

1.00

521.

00S

UR

CH

AR

GE

D44

L-M

-M-0

7-P

Pip

eJ-

M-M

-08-

MH

J-M

-M-0

7-M

H10

5.56

68.8

868

.44

0.42

0024

.000

0.01

2015

.74

15.8

20.

995.

012.

001.

0050

1.00

SU

RC

HA

RG

ED

45L-

M-M

-08-

PP

ipe

J-M

-M-0

9-M

HJ-

M-M

-08-

MH

158.

2069

.56

68.8

10.

4700

24.0

000.

0120

15.7

416

.87

0.93

5.01

2.00

1.00

455.

00S

UR

CH

AR

GE

D46

L-M

-M-0

9-P

Pip

eJ-

M-M

-10-

MH

J-M

-M-0

9-M

H83

.36

69.9

569

.65

0.36

0024

.000

0.01

2015

.07

14.7

01.

024.

802.

001.

0044

3.00

SU

RC

HA

RG

ED

47L-

M-M

-10-

PP

ipe

J-M

-M-1

1-M

HJ-

M-M

-10-

MH

97.0

970

.34

70.0

40.

3100

24.0

000.

0120

15.0

613

.62

1.11

4.79

2.00

1.00

440.

00S

UR

CH

AR

GE

D48

L-M

-M-1

1-P

Pip

eJ-

M-M

-12-

MH

J-M

-M-1

1-M

H91

.96

70.8

370

.36

0.51

0024

.000

0.01

2015

.06

17.5

20.

864.

802.

001.

0043

6.00

SU

RC

HA

RG

ED

49L-

M-M

-12-

PP

ipe

J-M

-SB

-10

J-M

-M-1

2-M

H29

0.47

72.0

470

.88

0.40

0024

.000

0.01

2014

.90

15.4

90.

964.

742.

001.

0038

5.00

SU

RC

HA

RG

ED

50L-

M-M

RW

-01-

PP

ipe

J-M

-MR

W-0

1-M

HJ-

M-W

PD

-14-

MH

24.2

010

9.19

109.

030.

6600

18.0

000.

0120

12.3

99.

251.

347.

011.

501.

0022

7.00

SU

RC

HA

RG

ED

51L-

M-M

RW

-02-

PP

ipe

J-M

-MR

W-0

2-M

HJ-

M-M

RW

-01-

MH

157.

9011

1.03

109.

291.

1000

18.0

000.

0120

12.2

311

.95

1.02

6.92

1.50

1.00

288.

00S

UR

CH

AR

GE

D52

L-M

-MR

W-0

3-P

Pip

eJ-

M-M

RW

-03-

MH

J-M

-MR

W-0

2-M

H18

5.40

112.

7511

1.24

0.81

0018

.000

0.01

2015

.43

10.2

71.

508.

731.

501.

0024

6.00

SU

RC

HA

RG

ED

53L-

M-M

RW

-04-

PP

ipe

J-M

-MR

W-0

4-M

HJ-

M-M

RW

-03-

MH

179.

4012

0.68

112.

854.

3600

18.0

000.

0120

15.4

323

.77

0.65

8.73

1.50

1.00

131.

00S

UR

CH

AR

GE

D54

L-M

-MR

W-0

5-P

Pip

eJ-

M-M

RW

-05-

MH

J-M

-MR

W-0

4-M

H21

9.90

122.

3212

0.79

0.70

0018

.000

0.01

2015

.43

9.49

1.63

8.73

1.50

1.00

130.

00S

UR

CH

AR

GE

D55

L-M

-MR

W-0

6A-P

Pip

eJ-

M-M

RW

-06A

-MH

J-M

-MR

W-0

5-M

H21

9.20

123.

9912

2.41

0.72

0018

.000

0.01

2015

.43

9.66

1.60

8.73

1.50

1.00

191.

00S

UR

CH

AR

GE

D56

L-M

-MR

W-0

7-P

Pip

eJ-

M-M

RW

-07-

MH

J-M

-MR

W-0

6B-M

H20

8.61

124.

6912

4.07

0.30

0024

.000

0.01

209.

8813

.36

0.74

3.15

2.00

1.00

1233

.00

SU

RC

HA

RG

ED

57L-

M-M

RW

-08-

PP

ipe

J-M

-MR

W-0

8-M

HJ-

M-M

RW

-07-

MH

212.

4012

5.38

124.

750.

3000

24.0

000.

0120

7.84

13.3

50.

592.

502.

001.

0012

02.0

0S

UR

CH

AR

GE

D

Shortened Bypass Model - 100-Year Event

Appendix B Page 135 of 157

Page 149: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

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PP

ipe

J-M

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W-0

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RW

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MH

190.

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5.99

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7.84

13.8

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572.

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80.0

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UR

CH

AR

GE

D59

L-M

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W-1

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eJ-

M-M

RW

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MH

J-M

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W-0

9-M

H19

0.50

126.

5912

5.98

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0024

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0.01

207.

8413

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0.57

2.50

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1.00

1159

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SU

RC

HA

RG

ED

60L-

M-M

RW

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PP

ipe

J-M

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W-1

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M-M

RW

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MH

210.

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7.34

126.

640.

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0120

5.24

14.1

50.

372.

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18.0

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UR

CH

AR

GE

D61

L-M

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W-1

2-P

Pip

eJ-

M-M

RW

-12-

MH

J-M

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W-1

1-M

H29

8.70

128.

2212

7.39

0.28

0024

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0.01

205.

6212

.92

0.43

2.02

2.00

1.00

1013

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SU

RC

HA

RG

ED

62L-

M-M

RW

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PP

ipe

J-M

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W-1

3-M

HJ-

M-M

RW

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MH

143.

6012

8.70

128.

240.

3200

18.0

000.

0120

5.18

6.44

0.80

2.93

1.50

1.00

1015

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SU

RC

HA

RG

ED

63L-

M-M

RW

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PP

ipe

J-M

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W-1

4-M

HJ-

M-M

RW

-13-

MH

80.6

012

8.98

128.

740.

3000

18.0

000.

0120

5.19

6.21

0.84

2.93

1.50

1.00

974.

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UR

CH

AR

GE

D64

L-M

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W-1

5-P

Pip

eJ-

M-M

RW

-15-

MH

J-M

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W-1

4-M

H15

9.20

129.

5112

9.04

0.30

0018

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0.01

205.

896.

180.

953.

331.

501.

0048

3.00

SU

RC

HA

RG

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65L-

M-M

RW

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PP

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J-M

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RW

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MH

179.

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0.08

129.

560.

2900

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5.88

6.12

0.96

3.33

1.50

1.00

439.

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UR

CH

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GE

D66

L-M

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W-1

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Pip

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M-M

RW

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MH

J-M

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W-1

6-M

H19

0.00

130.

7313

0.14

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0018

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0.01

205.

896.

340.

933.

331.

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8.00

SU

RC

HA

RG

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67L-

M-M

RW

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PP

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J-M

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M-M

RW

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MH

62.0

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130.

760.

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4.66

2.02

2.30

5.93

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1.00

433.

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UR

CH

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D68

L-M

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W-1

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Pip

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T-M

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CB

29.8

013

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131.

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4.44

1.87

2.38

5.66

1.00

1.00

435.

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UR

CH

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GE

D69

L-M

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W-2

1-P

Pip

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M-M

RW

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MH

J-M

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W-2

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4.87

168.

9413

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300

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Cal

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MH

62.5

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M-N

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M-N

E-0

2-M

HJ-

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H14

8.00

94.8

793

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0.86

0012

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0.01

204.

973.

591.

386.

331.

001.

0036

6.00

SU

RC

HA

RG

ED

72L-

M-N

E-0

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M-N

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H13

5.00

95.7

594

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0.61

0012

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0.01

204.

973.

031.

646.

331.

001.

0041

0.00

SU

RC

HA

RG

ED

73L-

M-N

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M-N

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4-M

HJ-

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B13

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95.9

295

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0.54

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0.01

203.

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821.

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0042

4.00

SU

RC

HA

RG

ED

74L-

M-N

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M-N

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H12

8.47

96.8

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0.01

203.

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3.00

SU

RC

HA

RG

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75L-

M-N

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M-N

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0.18

98.5

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1.02

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0.01

203.

473.

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SU

RC

HA

RG

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76L-

M-N

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M-N

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7-M

HJ-

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H10

9.25

99.7

398

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1.02

0012

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0.01

203.

503.

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861.

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3.00

SU

RC

HA

RG

ED

77L-

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H10

5.84

100.

9499

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1.06

0012

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0.01

203.

613.

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915.

001.

001.

0037

3.00

SU

RC

HA

RG

ED

78L-

M-N

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HJ-

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8-M

H10

6.34

102.

0810

1.04

0.98

0012

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0.01

203.

733.

820.

984.

891.

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0031

2.00

SU

RC

HA

RG

ED

79L-

M-N

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Pip

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M-N

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HJ-

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H66

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102.

7810

2.18

0.90

0012

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0.01

203.

913.

661.

074.

981.

001.

0023

9.00

SU

RC

HA

RG

ED

80L-

M-N

E-1

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Pip

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M-N

E-1

1-M

HJ-

M-N

E-1

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H71

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103.

3410

2.88

0.64

0012

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0.01

204.

163.

091.

355.

301.

001.

0022

3.00

SU

RC

HA

RG

ED

81L-

M-N

E-1

1-P

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M-N

E-1

2-M

HJ-

M-N

E-1

1-M

H33

.00

103.

9110

3.43

1.45

0012

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0.01

202.

874.

650.

623.

661.

001.

0021

3.00

SU

RC

HA

RG

ED

82L-

M-N

E-1

2-P

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M-N

E-1

3-M

HJ-

M-N

E-1

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H26

3.07

107.

6910

4.01

1.40

0012

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0.01

205.

174.

571.

136.

581.

001.

0017

0.00

SU

RC

HA

RG

ED

83L-

M-N

E-1

3-P

Pip

eJ-

M-N

E-1

4-M

HJ-

M-N

E-1

3-M

H21

6.36

110.

7810

7.75

1.40

0012

.000

0.01

203.

394.

570.

744.

321.

001.

0015

1.00

SU

RC

HA

RG

ED

84L-

M-N

E-1

4-P

Pip

eJ-

M-N

E-1

5-M

HJ-

M-N

E-1

4-M

H99

.40

112.

2711

0.88

1.40

0012

.000

0.01

203.

994.

560.

875.

161.

001.

0014

6.00

SU

RC

HA

RG

ED

85L-

M-N

E-1

5-P

Pip

eJ-

M-N

E-1

6-M

HJ-

M-N

E-1

5-M

H14

0.42

114.

3411

2.37

1.40

0012

.000

0.01

204.

114.

570.

905.

451.

001.

0076

.00

SU

RC

HA

RG

ED

86L-

M-N

E-1

6-P

Pip

eJ-

M-N

E-1

7-M

HJ-

M-N

E-1

6-M

H10

7.98

115.

9511

4.44

1.40

0012

.000

0.01

204.

524.

560.

995.

751.

001.

0053

.00

SU

RC

HA

RG

ED

87L-

M-N

E-1

7-P

Pip

eJ-

M-N

E-1

8-M

HJ-

M-N

E-1

7-M

H10

5.84

117.

5311

6.05

1.40

0012

.000

0.01

204.

834.

561.

066.

151.

001.

0047

.00

SU

RC

HA

RG

ED

88L-

M-N

E-1

8-P

Pip

eJ-

M-N

E-1

9-M

HJ-

M-N

E-1

8-M

H14

5.42

118.

8011

7.63

0.80

0012

.000

0.01

205.

353.

461.

546.

811.

001.

0044

.00

SU

RC

HA

RG

ED

89L-

M-N

E-1

9-P

Pip

eJ-

M-N

E-2

0-C

BJ-

M-N

E-1

9-M

H13

.07

118.

9611

8.90

0.46

0012

.000

0.01

202.

082.

620.

802.

651.

001.

0045

.00

SU

RC

HA

RG

ED

90L-

M-N

E-2

0-P

Pip

eJ-

M-N

E-2

1-M

HJ-

M-N

E-2

0-C

B11

9.59

119.

6611

9.06

0.50

0012

.000

0.01

203.

742.

731.

374.

771.

001.

0040

.00

SU

RC

HA

RG

ED

91L-

M-N

E-2

1-P

Pip

eJ-

M-N

E-2

2-M

HJ-

M-N

E-2

1-M

H11

2.30

120.

3211

9.76

0.50

0012

.000

0.01

203.

752.

731.

374.

771.

001.

0036

.00

SU

RC

HA

RG

ED

92L-

M-N

E-2

2-P

Pip

eJ-

M-N

E-2

3-C

BJ-

M-N

E-2

2-M

H24

6.00

121.

6512

0.42

0.50

0012

.000

0.01

203.

742.

731.

374.

771.

001.

0032

.00

SU

RC

HA

RG

ED

93L-

M-S

B-0

1-P

Pip

eJ-

M-S

B-0

1S

T-M

-SB

-01-

PD

230.

0059

.90

58.8

00.

4800

36.0

000.

0120

44.4

649

.97

0.89

6.29

3.00

1.00

568.

00S

UR

CH

AR

GE

D94

L-M

-SB

-02-

PP

ipe

J-M

-SB

-02

J-M

-SB

-01

105.

1460

.60

60.0

00.

5700

36.0

000.

0120

45.2

754

.58

0.83

6.40

3.00

1.00

567.

00S

UR

CH

AR

GE

D95

L-M

-SB

-03-

PP

ipe

J-M

-SB

-03

J-M

-SB

-02

236.

3862

.05

60.7

00.

5700

36.0

000.

0120

45.2

654

.61

0.83

6.40

3.00

1.00

563.

00S

UR

CH

AR

GE

D96

L-M

-SB

-04-

PP

ipe

J-M

-SB

-04

J-M

-SB

-03

248.

9263

.57

62.1

50.

5700

36.0

000.

0120

45.2

754

.57

0.83

6.53

3.00

1.00

559.

00S

UR

CH

AR

GE

D97

L-M

-SB

-05-

PP

ipe

J-M

-SB

-05

J-M

-SB

-04

208.

5664

.86

63.6

70.

5700

36.0

000.

0120

45.2

754

.58

0.83

6.55

3.00

1.00

555.

00S

UR

CH

AR

GE

D98

L-M

-SB

-06-

PP

ipe

J-M

-SB

-06

J-M

-SB

-05

200.

7866

.10

64.9

60.

5700

36.0

000.

0120

40.1

154

.45

0.74

6.36

3.00

1.00

548.

00S

UR

CH

AR

GE

D99

L-M

-SB

-07-

PP

ipe

J-M

-SB

-07

J-M

-SB

-06

189.

4867

.28

66.2

00.

5700

36.0

000.

0120

40.1

154

.55

0.74

6.33

3.00

1.00

540.

00S

UR

CH

AR

GE

D10

0L-

M-S

B-0

8-P

Pip

eJ-

M-S

B-0

8J-

M-S

B-0

719

1.22

68.4

767

.38

0.57

0036

.000

0.01

2038

.27

54.5

50.

706.

173.

001.

0052

3.00

SU

RC

HA

RG

ED

101

L-M

-SB

-09-

PP

ipe

J-M

-SB

-09

J-M

-SB

-08

93.0

069

.10

68.5

70.

5700

36.0

000.

0120

38.2

954

.55

0.70

5.93

3.00

1.00

494.

00S

UR

CH

AR

GE

D10

2L-

M-S

B-1

0-P

Pip

eJ-

M-S

B-1

0J-

M-S

B-0

911

1.23

69.8

369

.20

0.57

0036

.000

0.01

2060

.87

54.3

81.

128.

613.

001.

0044

4.00

SU

RC

HA

RG

ED

103

L-M

-SB

-11-

PP

ipe

J-M

-SB

-11

J-M

-SB

-10

88.2

370

.44

69.9

30.

5800

42.0

000.

0120

42.5

982

.87

0.51

4.84

3.50

1.00

399.

00S

UR

CH

AR

GE

D10

4L-

M-S

B-1

2-P

Pip

eJ-

M-S

B-1

2J-

M-S

B-1

122

2.70

71.8

170

.54

0.57

0042

.000

0.01

2060

.01

82.3

10.

736.

243.

501.

0036

9.00

SU

RC

HA

RG

ED

105

L-M

-SB

-13-

PP

ipe

J-M

-SB

-13

J-M

-SB

-12

197.

0573

.03

71.9

10.

5700

42.0

000.

0120

60.0

182

.17

0.73

6.48

3.50

1.00

357.

00S

UR

CH

AR

GE

D10

6L-

M-S

B-1

4-P

Pip

eJ-

M-S

B-1

4J-

M-S

B-1

388

.70

73.6

473

.13

0.57

0042

.000

0.01

2060

.02

82.6

50.

736.

243.

501.

0034

5.00

SU

RC

HA

RG

ED

107

L-M

-SB

-15-

PP

ipe

J-M

-SB

-15

J-M

-SB

-14

110.

8974

.37

73.7

40.

5700

42.0

000.

0120

60.0

282

.15

0.73

6.24

3.50

1.00

301.

00S

UR

CH

AR

GE

D10

8L-

M-S

B-1

6-P

Pip

eJ-

M-S

B-1

6J-

M-S

B-1

513

.95

74.6

074

.47

0.93

0030

.000

0.01

2033

.57

42.9

00.

786.

842.

501.

0036

2.00

SU

RC

HA

RG

ED

109

L-M

-SB

-17-

PP

ipe

J-M

-SB

-17

J-M

-SB

-16

138.

7777

.40

76.7

00.

5000

30.0

000.

0120

34.5

031

.56

1.09

7.03

2.50

1.00

237.

00S

UR

CH

AR

GE

D11

0L-

M-S

B-1

8-P

Pip

eJ-

M-S

B-1

8J-

M-S

B-1

729

0.16

78.9

477

.50

0.50

0030

.000

0.01

2034

.51

31.3

01.

107.

032.

501.

0022

2.00

SU

RC

HA

RG

ED

111

L-M

-SB

-19-

PP

ipe

J-M

-SB

-19

J-M

-SB

-18

195.

7680

.01

79.0

40.

5000

30.0

000.

0120

34.5

231

.28

1.10

7.03

2.50

1.00

215.

00S

UR

CH

AR

GE

D11

2L-

M-S

B-2

0-P

Pip

eJ-

M-W

PD

-05-

MH

J-M

-SB

-19

12.9

780

.17

80.1

10.

4600

30.0

000.

0120

34.6

030

.22

1.14

7.05

2.50

1.00

214.

00S

UR

CH

AR

GE

D11

3L-

M-W

G-0

1-P

Pip

eJ-

M-W

G-0

1-M

HJ-

M-M

RW

-02-

MH

27.5

211

1.40

111.

260.

5100

12.0

000.

0120

1.36

2.75

0.50

2.31

1.00

1.00

300.

00S

UR

CH

AR

GE

D11

4L-

M-W

G-0

2-P

Pip

eJ-

M-W

G-0

2-M

HJ-

M-W

G-0

1-M

H36

.55

111.

6711

1.49

0.49

0012

.000

0.01

203.

642.

711.

344.

631.

001.

0027

3.00

SU

RC

HA

RG

ED

Shortened Bypass Model - 100-Year Event

Appendix B Page 136 of 157

Page 150: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Lin

k S

um

mar

y

SN

Ele

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lem

ent

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iam

eter

or

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Des

ign

Flo

wP

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low

Pea

k F

low

Pea

k F

low

Tot

al T

ime

Rep

orte

dID

Typ

e(I

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ode

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eigh

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ough

ness

Flo

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apac

ityD

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n F

low

Vel

ocity

Dep

thD

epth

/S

urch

arge

dC

ondi

tion

Nod

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leva

tion

Ele

vatio

nR

atio

Tot

al D

epth

Rat

io(f

t)(f

t)(f

t)(%

)(in

)(c

fs)

(cfs

)(f

t/sec

)(f

t)(m

in)

115

L-M

-WG

-03-

PP

ipe

J-M

-WG

-03-

MH

J-M

-WG

-02-

MH

143.

5411

4.19

111.

771.

6900

12.0

000.

0120

4.87

5.01

0.97

6.20

1.00

1.00

207.

00S

UR

CH

AR

GE

D11

6L-

M-W

G-0

4-P

Pip

eJ-

M-W

G-0

4-M

HJ-

M-W

G-0

3-M

H17

5.82

117.

4211

4.29

1.78

0012

.000

0.01

205.

115.

150.

996.

511.

001.

0042

.00

SU

RC

HA

RG

ED

117

L-M

-WP

D-0

1-P

Pip

eJ-

M-W

PD

-02-

MH

J-M

-SB

-15

111.

3577

.53

76.5

30.

9000

24.0

000.

0120

25.1

723

.22

1.08

8.01

2.00

1.00

247.

00S

UR

CH

AR

GE

D11

8L-

M-W

PD

-02-

PP

ipe

J-M

-WP

D-0

3-M

HJ-

M-W

PD

-02-

MH

215.

3078

.64

77.5

70.

5000

24.0

000.

0120

25.7

017

.28

1.49

8.18

2.00

1.00

250.

00S

UR

CH

AR

GE

D11

9L-

M-W

PD

-03-

PP

ipe

J-M

-WP

D-0

4-M

HJ-

M-W

PD

-03-

MH

106.

1379

.24

78.7

20.

4900

24.0

000.

0120

18.0

617

.15

1.05

5.75

2.00

1.00

256.

00S

UR

CH

AR

GE

D12

0L-

M-W

PD

-04-

PP

ipe

J-M

-WP

D-0

5-M

HJ-

M-W

PD

-04-

MH

172.

4480

.17

79.2

80.

5200

24.0

000.

0120

21.2

517

.61

1.21

6.76

2.00

1.00

344.

00S

UR

CH

AR

GE

D12

1L-

M-W

PD

-05-

PP

ipe

J-M

-WP

D-0

6-M

HJ-

M-W

PD

-05-

MH

173.

0581

.07

80.2

70.

4600

24.0

000.

0120

31.8

016

.66

1.91

10.1

22.

001.

0035

1.00

SU

RC

HA

RG

ED

122

L-M

-WP

D-0

6-P

Pip

eJ-

M-W

PD

-07-

MH

J-M

-WP

D-0

6-M

H15

5.60

81.8

781

.11

0.49

0024

.000

0.01

2031

.88

17.1

31.

8610

.15

2.00

1.00

578.

00S

UR

CH

AR

GE

D12

3L-

M-W

PD

-07-

PP

ipe

J-M

-WP

D-0

8-M

HJ-

M-W

PD

-07-

MH

151.

7384

.03

82.1

91.

2100

24.0

000.

0120

30.8

926

.99

1.14

9.83

2.00

1.00

476.

00S

UR

CH

AR

GE

D12

4L-

M-W

PD

-08-

PP

ipe

J-M

-WP

D-0

9-M

HJ-

M-W

PD

-08-

MH

173.

8586

.50

84.0

91.

3900

24.0

000.

0120

25.2

528

.86

0.88

8.04

2.00

1.00

421.

00S

UR

CH

AR

GE

D12

5L-

M-W

PD

-09-

PP

ipe

J-M

-WP

D-1

0-M

HJ-

M-W

PD

-09-

MH

114.

4492

.33

90.0

61.

9800

18.0

000.

0120

14.2

616

.03

0.89

8.45

1.50

1.00

354.

00S

UR

CH

AR

GE

D12

6L-

M-W

PD

-10-

PP

ipe

J-M

-WP

D-1

1-M

HJ-

M-W

PD

-10-

MH

143.

3295

.22

92.3

71.

9900

18.0

000.

0120

14.4

716

.05

0.90

8.19

1.50

1.00

296.

00S

UR

CH

AR

GE

D12

7L-

M-W

PD

-11-

PP

ipe

J-M

-WP

D-1

2-M

HJ-

M-W

PD

-11-

MH

253.

0610

0.36

95.2

92.

0000

18.0

000.

0120

15.2

416

.11

0.95

8.86

1.50

1.00

246.

00S

UR

CH

AR

GE

D12

8L-

M-W

PD

-12-

PP

ipe

J-M

-WP

D-1

3-M

HJ-

M-W

PD

-12-

MH

195.

0610

4.33

100.

441.

9900

18.0

000.

0120

15.6

416

.07

0.97

8.96

1.50

1.00

238.

00S

UR

CH

AR

GE

D12

9L-

M-W

PD

-13-

PP

ipe

J-M

-WP

D-1

4-M

HJ-

M-W

PD

-13-

MH

223.

0810

8.84

104.

382.

0000

18.0

000.

0120

15.8

116

.09

0.98

8.94

1.50

1.00

228.

00S

UR

CH

AR

GE

D13

0L-

M-W

PD

-14-

PP

ipe

J-M

-WP

D-1

5-M

HJ-

M-W

PD

-14-

MH

115.

4211

1.25

108.

951.

9900

18.0

000.

0120

11.1

216

.06

0.69

6.29

1.50

1.00

188.

00S

UR

CH

AR

GE

D13

1L-

M-W

PD

-15-

PP

ipe

J-M

-WP

D-1

6-M

HJ-

M-W

PD

-15-

MH

251.

5411

6.36

111.

312.

0100

18.0

000.

0120

12.2

116

.12

0.76

6.91

1.50

1.00

22.0

0S

UR

CH

AR

GE

D13

2L-

M-W

PD

-16-

PP

ipe

J-M

-WP

D-1

7-M

HJ-

M-W

PD

-16-

MH

143.

2811

9.26

116.

451.

9600

18.0

000.

0120

12.2

115

.94

0.77

7.74

1.50

1.00

14.0

0S

UR

CH

AR

GE

D13

3L-

M-W

PD

-17-

PP

ipe

J-M

-WP

D-1

8-M

HJ-

M-W

PD

-17-

MH

153.

7712

2.28

119.

311.

9300

18.0

000.

0120

12.2

115

.82

0.77

8.30

1.50

1.00

11.0

0S

UR

CH

AR

GE

D13

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148

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111.

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160.

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2100

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130.

210.

00

Shortened Bypass Model - 100-Year Event

Appendix B Page 137 of 157

Page 151: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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173

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174

L-O

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175

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2.82

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176

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177

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178

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MH

123.

9988

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86.9

30.

8800

10.4

400.

0320

53.7

219

7.95

0.27

5.19

0.43

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190

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D-0

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Shortened Bypass Model - 100-Year Event

Appendix B Page 138 of 157

Page 152: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)1 J-L-WPD-01-CB 75.70 83.28 7.58 75.70 0.00 83.28 0.00 15143.00 0.002 J-M-B-02-MH 18.14 23.00 4.86 18.14 0.00 23.00 0.00 0.00 0.003 J-M-B-03-D 19.58 124.25 104.67 19.58 0.00 124.25 0.00 0.00 0.004 J-M-B-04-D 33.12 121.62 88.50 33.12 0.00 121.62 0.00 0.00 0.005 J-M-B-05-D 45.37 119.53 74.16 45.37 0.00 119.53 0.00 0.00 0.006 J-M-B-06-MH 58.29 71.00 12.71 58.29 0.00 71.00 0.00 3049.00 0.007 J-M-BBC-04-CB 84.70 90.22 5.52 84.70 0.00 90.22 0.00 11497.00 0.008 J-M-BBN-01-MH 83.24 91.21 7.97 83.24 0.00 91.21 0.00 0.00 0.009 J-M-BBN-02-MH 86.01 94.48 8.47 86.01 0.00 94.48 0.00 0.00 0.00

10 J-M-BBN-03-MH 87.02 96.59 9.57 87.02 0.00 96.59 0.00 0.00 0.0011 J-M-BBN-04-MH 87.55 97.48 9.93 87.55 0.00 97.48 0.00 0.00 0.0012 J-M-BBN-05-MH 88.82 99.87 11.05 88.82 0.00 99.87 0.00 0.00 0.0013 J-M-F-01-MH 68.27 74.57 6.30 68.27 0.00 74.57 0.00 0.00 0.0014 J-M-F-02-CB 68.67 74.98 6.31 68.67 0.00 74.98 0.00 0.00 0.0015 J-M-F-03-MH 68.92 75.02 6.10 68.92 0.00 75.02 0.00 0.00 0.0016 J-M-F-04-MH 69.48 75.35 5.87 69.48 0.00 75.35 0.00 0.00 0.0017 J-M-GTN-01-MH 87.82 97.29 9.47 87.82 0.00 97.29 0.00 0.00 0.0018 J-M-GTN-02-MH 88.17 98.09 9.92 88.17 0.00 98.09 0.00 0.00 0.0019 J-M-GTN-03-MH 88.92 97.86 8.94 88.92 0.00 97.86 0.00 0.00 0.0020 J-M-GTN-04-MH 89.81 96.28 6.47 89.81 0.00 96.28 0.00 5407.00 0.0021 J-M-GTN-05-MH 90.31 95.53 5.22 90.31 0.00 95.53 0.00 20622.00 0.0022 J-M-GTN-06-MH 92.16 97.24 5.08 92.16 0.00 97.24 0.00 0.00 0.0023 J-M-GTN-07-MH 93.15 98.46 5.31 93.15 0.00 98.46 0.00 0.00 0.0024 J-M-GTS-01-MH 84.01 92.49 8.48 84.01 0.00 92.49 0.00 13893.00 0.0025 J-M-GTS-02-MH 84.49 91.89 7.40 84.49 0.00 91.89 0.00 16141.00 0.0026 J-M-GTS-03-MH 85.25 92.15 6.90 85.25 0.00 92.15 0.00 18029.00 0.0027 J-M-GTS-04-MH 87.54 94.49 6.95 87.54 0.00 94.49 0.00 0.00 0.0028 J-M-GTS-05-MH 88.86 95.92 7.06 88.86 0.00 95.92 0.00 0.00 0.0029 J-M-GTS-06-MH 89.30 96.48 7.18 89.30 0.00 96.48 0.00 0.00 0.0030 J-M-GTS-07-MH 90.98 98.10 7.12 90.98 0.00 98.10 0.00 0.00 0.0031 J-M-GTS-08-MH 91.76 100.61 8.85 91.76 0.00 100.61 0.00 0.00 0.0032 J-M-GTS-09-MH 92.03 101.38 9.35 92.03 0.00 101.38 0.00 0.00 0.0033 J-M-GTS-10-MH 92.36 102.32 9.96 92.36 0.00 102.32 0.00 0.00 0.0034 J-M-GTS-12-MH 93.05 101.43 8.38 93.05 0.00 101.43 0.00 0.00 0.0035 J-M-GTS-13-MH 93.34 100.14 6.80 93.34 0.00 100.14 0.00 0.00 0.0036 J-M-M-02-MH 62.92 71.00 8.08 62.92 0.00 71.00 0.00 2182.00 0.0037 J-M-M-03-CB 63.72 70.75 7.03 63.72 0.00 70.75 0.00 49370.00 0.0038 J-M-M-04-MH 65.33 72.18 6.85 65.33 0.00 72.18 0.00 4408.00 0.0039 J-M-M-05-MH 66.98 74.59 7.61 66.98 0.00 74.59 0.00 0.00 0.0040 J-M-M-06-MH 67.65 75.24 7.59 67.65 0.00 75.24 0.00 0.00 0.0041 J-M-M-07-MH 68.39 76.87 8.48 68.39 0.00 76.87 0.00 0.00 0.0042 J-M-M-08-MH 68.81 77.97 9.16 68.81 0.00 77.97 0.00 0.00 0.0043 J-M-M-09-MH 69.56 79.62 10.06 69.56 0.00 79.62 0.00 0.00 0.0044 J-M-M-10-MH 69.95 80.52 10.57 69.95 0.00 80.52 0.00 0.00 0.0045 J-M-M-11-MH 70.34 81.51 11.17 70.34 0.00 81.51 0.00 0.00 0.0046 J-M-M-12-MH 70.83 83.82 12.99 70.83 0.00 83.82 0.00 0.00 0.0047 J-M-MRW-01-MH 109.03 115.61 6.58 109.03 0.00 115.61 0.00 0.00 0.0048 J-M-MRW-02-MH 111.03 117.07 6.04 111.03 0.00 117.07 0.00 0.00 0.0049 J-M-MRW-03-MH 112.75 128.03 15.28 112.75 0.00 128.03 0.00 0.00 0.0050 J-M-MRW-04-MH 120.68 136.83 16.15 120.68 0.00 136.83 0.00 0.00 0.0051 J-M-MRW-05-MH 122.32 140.48 18.16 122.32 0.00 140.48 0.00 0.00 0.0052 J-M-MRW-06A-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0053 J-M-MRW-06B-MH 123.99 135.61 11.62 123.99 0.00 135.61 0.00 12253.00 0.0054 J-M-MRW-07-MH 124.69 135.14 10.45 124.69 0.00 135.14 0.00 5755.00 0.0055 J-M-MRW-08-MH 125.38 137.16 11.78 125.38 0.00 137.16 0.00 0.00 0.0056 J-M-MRW-09-MH 125.98 139.48 13.50 125.98 0.00 139.48 0.00 0.00 0.0057 J-M-MRW-10-MH 126.59 138.92 12.33 126.59 0.00 138.92 0.00 0.00 0.0058 J-M-MRW-11-MH 127.34 136.88 9.54 127.34 0.00 136.88 0.00 4669.00 0.0059 J-M-MRW-12-MH 128.22 140.97 12.75 128.22 0.00 140.97 0.00 0.00 0.0060 J-M-MRW-13-MH 128.70 139.79 11.09 128.70 0.00 139.79 0.00 0.00 0.0061 J-M-MRW-14-MH 128.98 139.18 10.20 128.98 0.00 139.18 0.00 0.00 0.0062 J-M-MRW-15-MH 129.51 137.85 8.34 129.51 0.00 137.85 0.00 0.00 0.0063 J-M-MRW-16-MH 130.08 136.70 6.62 130.08 0.00 136.70 0.00 0.00 0.0064 J-M-MRW-17-MH 130.73 135.54 4.81 130.73 0.00 135.54 0.00 4746.00 0.0065 J-M-MRW-18-CB 130.93 135.35 4.42 130.93 0.00 135.35 0.00 6002.00 0.0066 J-M-MRW-20-CB 132.83 138.00 5.17 132.83 0.00 138.00 0.00 0.00 0.0067 J-M-MRW-21-MH 168.94 175.34 6.40 168.94 0.00 175.34 0.00 0.00 0.0068 J-M-MRW-22-CB 170.92 175.13 4.21 170.92 0.00 175.13 0.00 4403.00 0.0069 J-M-NE-01-MH 93.46 99.72 6.26 93.46 0.00 99.72 0.00 0.00 0.0070 J-M-NE-02-MH 94.87 101.00 6.13 94.87 0.00 101.00 0.00 0.00 0.0071 J-M-NE-03-CB 95.75 101.72 5.97 95.75 0.00 101.72 0.00 8534.00 0.0072 J-M-NE-04-MH 95.92 102.04 6.12 95.92 0.00 102.04 0.00 8112.00 0.0073 J-M-NE-05-MH 96.80 103.25 6.45 96.80 0.00 103.25 0.00 0.00 0.0074 J-M-NE-06-MH 98.53 104.82 6.29 98.53 0.00 104.82 0.00 0.00 0.0075 J-M-NE-07-MH 99.73 105.98 6.25 99.73 0.00 105.98 0.00 0.00 0.0076 J-M-NE-08-MH 100.94 107.07 6.13 100.94 0.00 107.07 0.00 0.00 0.0077 J-M-NE-09-MH 102.08 108.17 6.09 102.08 0.00 108.17 0.00 0.00 0.0078 J-M-NE-10-MH 102.78 108.95 6.17 102.78 0.00 108.95 0.00 0.00 0.0079 J-M-NE-11-MH 103.34 109.71 6.37 103.34 0.00 109.71 0.00 0.00 0.0080 J-M-NE-12-MH 103.91 110.11 6.20 103.91 0.00 110.11 0.00 0.00 0.0081 J-M-NE-13-MH 107.69 114.29 6.60 107.69 0.00 114.29 0.00 14431.00 0.0082 J-M-NE-14-MH 110.78 117.06 6.28 110.78 0.00 117.06 0.00 0.00 0.00

Shortened Bypass Model - 100-Year Event

Appendix B Page 139 of 157

Page 153: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction InputSN Element Invert Ground/Rim Ground/Rim Initial Initial Surcharge Surcharge Ponded Minimum

ID Elevation (Max) (Max) Water Water Elevation Depth Area PipeElevation Offset Elevation Depth Cover

(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft²) (in)83 J-M-NE-15-MH 112.27 118.48 6.21 112.27 0.00 118.48 0.00 0.00 0.0084 J-M-NE-16-MH 114.34 120.49 6.15 114.34 0.00 120.49 0.00 0.00 0.0085 J-M-NE-17-MH 115.95 122.06 6.11 115.95 0.00 122.06 0.00 0.00 0.0086 J-M-NE-18-MH 117.53 123.60 6.07 117.53 0.00 123.60 0.00 0.00 0.0087 J-M-NE-19-MH 118.80 125.76 6.96 118.80 0.00 125.76 0.00 0.00 0.0088 J-M-NE-20-CB 118.96 125.70 6.74 118.96 0.00 125.70 0.00 0.00 0.0089 J-M-NE-21-MH 119.66 127.00 7.34 119.66 0.00 127.00 0.00 10.00 0.0090 J-M-NE-22-MH 120.32 131.20 10.88 120.32 0.00 131.20 0.00 10.00 0.0091 J-M-NE-23-CB 118.22 129.00 10.78 118.22 0.00 129.00 0.00 170.00 0.0092 J-M-SB-01 59.90 72.62 12.72 59.90 0.00 72.62 0.00 500.00 0.0093 J-M-SB-02 60.60 73.50 12.90 60.60 0.00 73.50 0.00 0.00 0.0094 J-M-SB-03 62.05 77.00 14.95 62.05 0.00 77.00 0.00 0.00 0.0095 J-M-SB-04 63.57 80.00 16.43 63.57 0.00 80.00 0.00 0.00 0.0096 J-M-SB-05 64.86 83.50 18.64 64.86 0.00 83.50 0.00 0.00 0.0097 J-M-SB-06 66.10 86.00 19.90 66.10 0.00 86.00 0.00 0.00 0.0098 J-M-SB-07 67.28 84.00 16.72 67.28 0.00 84.00 0.00 0.00 0.0099 J-M-SB-08 68.47 81.00 12.53 68.47 0.00 81.00 0.00 0.00 0.00

100 J-M-SB-09 69.10 80.62 11.52 69.10 0.00 80.62 0.00 20000.00 0.00101 J-M-SB-10 69.83 79.62 9.79 69.83 0.00 79.62 0.00 30000.00 0.00102 J-M-SB-11 70.44 80.12 9.68 70.44 0.00 80.12 0.00 20000.00 0.00103 J-M-SB-12 71.81 82.50 10.69 71.81 0.00 82.50 0.00 0.00 0.00104 J-M-SB-13 73.03 84.00 10.97 73.03 0.00 84.00 0.00 0.00 0.00105 J-M-SB-14 73.64 84.50 10.86 73.64 0.00 84.50 0.00 0.00 0.00106 J-M-SB-15 74.37 84.41 10.04 74.37 0.00 84.41 0.00 129595.00 0.00107 J-M-SB-16 74.60 84.87 10.27 74.60 0.00 84.87 0.00 0.00 0.00108 J-M-SB-17 77.40 86.95 9.55 77.40 0.00 86.95 0.00 10.00 0.00109 J-M-SB-18 78.94 88.05 9.11 78.94 0.00 88.05 0.00 10.00 0.00110 J-M-SB-19 80.01 89.39 9.38 80.01 0.00 89.39 0.00 0.00 0.00111 J-M-WG-01-MH 111.40 117.27 5.87 111.40 0.00 117.27 0.00 0.00 0.00112 J-M-WG-02-MH 111.67 117.96 6.29 111.67 0.00 117.96 0.00 0.00 0.00113 J-M-WG-03-MH 114.19 120.85 6.66 114.19 0.00 120.85 0.00 0.00 0.00114 J-M-WG-04-MH 117.42 124.43 7.01 117.42 0.00 124.43 0.00 0.00 0.00115 J-M-WPD-02-MH 77.53 85.53 8.00 77.53 0.00 85.53 0.00 0.00 0.00116 J-M-WPD-03-MH 78.64 87.80 9.16 78.64 0.00 87.80 0.00 0.00 0.00117 J-M-WPD-04-MH 79.24 88.89 9.65 79.24 0.00 88.89 0.00 0.00 0.00118 J-M-WPD-05-MH 80.17 90.36 10.19 80.17 0.00 90.36 0.00 0.00 0.00119 J-M-WPD-06-MH 81.07 92.44 11.37 81.07 0.00 92.44 0.00 0.00 0.00120 J-M-WPD-07-MH 81.87 94.05 12.18 81.87 0.00 94.05 0.00 0.00 0.00121 J-M-WPD-08-MH 84.03 95.61 11.58 84.03 0.00 95.61 0.00 0.00 0.00122 J-M-WPD-09-MH 86.50 97.41 10.91 86.50 0.00 97.41 0.00 0.00 0.00123 J-M-WPD-10-MH 92.33 99.29 6.96 92.33 0.00 99.29 0.00 0.00 0.00124 J-M-WPD-11-MH 95.22 102.23 7.01 95.22 0.00 102.23 0.00 0.00 0.00125 J-M-WPD-12-MH 100.36 107.42 7.06 100.36 0.00 107.42 0.00 0.00 0.00126 J-M-WPD-13-MH 104.33 111.41 7.08 104.33 0.00 111.41 0.00 0.00 0.00127 J-M-WPD-14-MH 108.84 115.97 7.13 108.84 0.00 115.97 0.00 0.00 0.00128 J-M-WPD-15-MH 111.25 118.16 6.91 111.25 0.00 118.16 0.00 0.00 0.00129 J-M-WPD-16-MH 116.36 122.51 6.15 116.36 0.00 122.51 0.00 0.00 0.00130 J-M-WPD-17-MH 119.26 125.44 6.18 119.26 0.00 125.44 0.00 0.00 0.00131 J-M-WPD-18-MH 122.28 128.52 6.24 122.28 0.00 128.52 0.00 0.00 0.00132 J-M-WPD-19-CB 129.04 134.11 5.07 129.04 0.00 134.11 0.00 0.00 0.00133 J-M-WPD-20-CB 130.05 135.61 5.56 130.05 0.00 135.61 0.00 0.00 0.00134 J-M-WPD-21-MH 130.09 137.19 7.10 130.09 0.00 137.19 0.00 0.00 0.00135 J-M-WPD-22-CB 131.05 136.11 5.06 131.05 0.00 136.11 0.00 200.00 0.00136 J-M-WPD-23-CB 131.40 138.74 7.34 131.40 0.00 138.74 0.00 0.00 0.00137 J-M-WPD-24-I 139.63 141.13 1.50 139.63 0.00 141.13 0.00 100.00 0.00138 J-M-WPD-25-O 153.39 154.39 1.00 153.39 0.00 154.39 0.00 0.00 0.00139 J-M-WPD-26-CB 154.26 160.16 5.90 154.26 0.00 160.16 0.00 0.00 0.00

Shortened Bypass Model - 100-Year Event

Appendix B Page 140 of 157

Page 154: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

1 J-L-WPD-01-CB 59.78 6.78 84.63 8.93 0.00 21.07 76.72 1.02 0 12:38 0 00:00 0.00 0.002 J-M-B-02-MH 40.73 0.00 21.74 3.60 0.00 1.26 21.46 3.32 0 15:54 0 00:00 0.00 0.003 J-M-B-03-D 40.73 0.00 32.37 12.79 0.00 91.88 26.31 6.73 0 15:54 0 00:00 0.00 0.004 J-M-B-04-D 40.73 0.00 50.20 17.08 0.00 71.42 39.94 6.82 0 15:54 0 00:00 0.00 0.005 J-M-B-05-D 40.73 0.00 61.59 16.22 0.00 57.94 51.59 6.22 0 15:54 0 00:00 0.00 0.006 J-M-B-06-MH 40.95 0.00 72.08 13.79 1.08 0.00 63.40 5.11 0 15:54 0 13:01 0.96 416.007 J-M-BBC-04-CB 17.43 17.43 90.73 6.03 0.51 0.00 85.04 0.34 0 12:25 0 12:12 1.63 65.008 J-M-BBN-01-MH 16.14 0.00 90.82 7.58 0.00 0.39 84.06 0.82 0 12:13 0 00:00 0.00 0.009 J-M-BBN-02-MH 16.19 0.00 94.07 8.06 0.00 0.41 86.56 0.55 0 12:13 0 00:00 0.00 0.00

10 J-M-BBN-03-MH 16.55 0.00 96.23 9.21 0.00 0.36 87.79 0.77 0 12:13 0 00:00 0.00 0.0011 J-M-BBN-04-MH 16.64 0.00 97.12 9.57 0.00 0.36 88.40 0.85 0 12:12 0 00:00 0.00 0.0012 J-M-BBN-05-MH 17.35 17.35 99.52 10.70 0.00 0.35 89.73 0.91 0 12:12 0 00:00 0.00 0.0013 J-M-F-01-MH 8.87 0.00 74.21 5.94 0.00 0.36 69.82 1.55 0 12:12 0 00:00 0.00 0.0014 J-M-F-02-CB 8.91 0.00 74.44 5.77 0.00 0.54 70.12 1.45 0 12:12 0 00:00 0.00 0.0015 J-M-F-03-MH 8.92 0.00 74.56 5.64 0.00 0.46 70.31 1.39 0 12:12 0 00:00 0.00 0.0016 J-M-F-04-MH 8.99 8.99 74.95 5.47 0.00 0.40 70.67 1.19 0 12:12 0 00:00 0.00 0.0017 J-M-GTN-01-MH 4.02 0.00 96.83 9.01 0.00 0.46 89.98 2.16 0 12:13 0 00:00 0.00 0.0018 J-M-GTN-02-MH 4.02 0.00 96.80 8.63 0.00 1.29 90.37 2.20 0 13:31 0 00:00 0.00 0.0019 J-M-GTN-03-MH 4.02 0.00 97.52 8.60 0.00 0.34 91.13 2.21 0 18:46 0 00:00 0.00 0.0020 J-M-GTN-04-MH 6.85 0.00 96.97 7.16 0.69 0.00 92.07 2.26 0 14:35 0 12:24 1.64 328.0021 J-M-GTN-05-MH 29.75 20.39 96.97 6.66 1.44 0.00 92.48 2.17 0 14:33 0 18:43 9.49 414.0022 J-M-GTN-06-MH 2.05 0.00 96.99 4.83 0.00 0.25 93.56 1.40 0 14:26 0 00:00 0.00 0.0023 J-M-GTN-07-MH 2.05 0.00 97.33 4.18 0.00 1.13 94.23 1.08 0 11:56 0 00:00 0.00 0.0024 J-M-GTS-01-MH 44.08 0.00 93.69 9.68 1.20 0.00 86.56 2.55 0 14:07 0 12:13 5.43 297.0025 J-M-GTS-02-MH 57.98 26.68 93.69 9.20 1.80 0.00 86.92 2.43 0 14:08 0 12:06 10.20 348.0026 J-M-GTS-03-MH 27.17 0.00 93.69 8.44 1.54 0.00 87.44 2.19 0 14:08 0 12:08 8.33 332.0027 J-M-GTS-04-MH 6.13 0.00 94.29 6.75 0.00 0.20 89.17 1.63 0 13:58 0 00:00 0.00 0.0028 J-M-GTS-05-MH 6.13 0.00 94.70 5.84 0.00 1.22 90.26 1.40 0 11:56 0 00:00 0.00 0.0029 J-M-GTS-06-MH 6.13 0.00 95.07 5.77 0.00 1.41 90.67 1.37 0 11:56 0 00:00 0.00 0.0030 J-M-GTS-07-MH 5.52 0.00 96.42 5.44 0.00 1.68 92.01 1.03 0 11:54 0 00:00 0.00 0.0031 J-M-GTS-08-MH 5.29 0.00 96.77 5.01 0.00 3.84 92.83 1.07 0 11:56 0 00:00 0.00 0.0032 J-M-GTS-09-MH 5.37 0.00 97.16 5.13 0.00 4.22 93.11 1.08 0 11:56 0 00:00 0.00 0.0033 J-M-GTS-10-MH 5.53 0.00 97.47 5.11 0.00 4.85 93.43 1.07 0 11:56 0 00:00 0.00 0.0034 J-M-GTS-12-MH 5.66 0.00 97.76 4.71 0.00 3.67 94.05 1.00 0 11:56 0 00:00 0.00 0.0035 J-M-GTS-13-MH 5.69 0.00 97.92 4.58 0.00 2.22 94.36 1.02 0 11:56 0 00:00 0.00 0.0036 J-M-M-02-MH 17.26 0.00 72.33 9.41 1.33 0.00 66.21 3.29 0 15:53 0 12:42 0.86 454.0037 J-M-M-03-CB 50.52 19.99 72.36 8.64 1.61 0.00 66.75 3.03 0 15:52 0 12:27 31.89 485.0038 J-M-M-04-MH 31.65 0.00 72.37 7.04 0.19 0.00 67.74 2.41 0 15:51 0 14:51 0.73 192.0039 J-M-M-05-MH 32.29 8.16 74.20 7.22 0.00 0.39 69.05 2.07 0 12:12 0 00:00 0.00 0.0040 J-M-M-06-MH 15.75 0.00 75.05 7.40 0.00 0.19 69.55 1.90 0 12:12 0 00:00 0.00 0.0041 J-M-M-07-MH 15.74 0.00 76.09 7.70 0.00 0.78 70.22 1.83 0 12:11 0 00:00 0.00 0.0042 J-M-M-08-MH 15.74 0.00 76.95 8.14 0.00 1.02 70.66 1.85 0 12:11 0 00:00 0.00 0.0043 J-M-M-09-MH 15.75 5.27 78.05 8.49 0.00 1.57 71.26 1.70 0 12:12 0 00:00 0.00 0.0044 J-M-M-10-MH 15.06 0.00 78.42 8.47 0.00 2.10 71.61 1.66 0 12:12 0 00:00 0.00 0.0045 J-M-M-11-MH 15.06 0.00 78.79 8.45 0.00 2.72 71.99 1.65 0 12:11 0 00:00 0.00 0.0046 J-M-M-12-MH 15.06 2.77 79.19 8.36 0.00 4.63 72.41 1.58 0 13:31 0 00:00 0.00 0.0047 J-M-MRW-01-MH 31.48 0.00 115.59 6.56 0.00 0.02 110.68 1.65 0 12:12 0 00:00 0.00 0.0048 J-M-MRW-02-MH 31.65 5.91 116.78 5.75 0.00 0.29 112.19 1.16 0 12:12 0 00:00 0.00 0.0049 J-M-MRW-03-MH 15.43 0.00 121.96 9.21 0.00 6.07 114.05 1.30 0 11:50 0 00:00 0.00 0.0050 J-M-MRW-04-MH 15.43 0.00 126.75 6.07 0.00 10.08 121.32 0.64 0 11:50 0 00:00 0.00 0.0051 J-M-MRW-05-MH 15.43 0.00 131.26 8.94 0.00 9.22 123.46 1.14 0 12:25 0 00:00 0.00 0.0052 J-M-MRW-06A-MH 35.53 0.00 136.45 12.46 0.84 0.00 125.34 1.35 0 12:30 0 12:12 2.85 85.0053 J-M-MRW-06B-MH 50.87 49.97 136.49 12.50 0.88 0.00 129.56 5.57 0 12:29 0 12:12 3.00 89.0054 J-M-MRW-07-MH 10.38 0.00 136.50 11.81 1.36 0.00 129.66 4.97 0 12:26 0 12:02 2.21 101.0055 J-M-MRW-08-MH 7.84 0.00 136.58 11.20 0.00 0.58 129.78 4.40 0 12:15 0 00:00 0.00 0.0056 J-M-MRW-09-MH 7.84 0.00 136.78 10.80 0.00 2.70 129.93 3.95 0 12:15 0 00:00 0.00 0.0057 J-M-MRW-10-MH 7.84 4.56 136.95 10.36 0.00 1.97 130.08 3.49 0 12:12 0 00:00 0.00 0.0058 J-M-MRW-11-MH 5.62 0.00 136.95 9.61 0.07 0.00 130.27 2.93 0 12:12 0 12:12 0.10 7.0059 J-M-MRW-12-MH 5.61 1.91 137.19 8.97 0.00 3.78 130.51 2.29 0 12:11 0 00:00 0.00 0.0060 J-M-MRW-13-MH 5.19 0.00 137.46 8.76 0.00 2.33 130.71 2.01 0 12:11 0 00:00 0.00 0.0061 J-M-MRW-14-MH 9.59 9.59 137.62 8.64 0.00 1.56 130.85 1.87 0 12:11 0 00:00 0.00 0.0062 J-M-MRW-15-MH 5.89 0.00 137.02 7.51 0.00 0.83 131.02 1.51 0 12:12 0 00:00 0.00 0.0063 J-M-MRW-16-MH 5.88 0.00 136.36 6.28 0.00 0.34 131.26 1.18 0 12:11 0 00:00 0.00 0.0064 J-M-MRW-17-MH 5.89 0.00 135.82 5.09 0.28 0.00 131.60 0.87 0 13:09 0 12:12 0.38 103.0065 J-M-MRW-18-CB 4.44 0.00 135.85 4.92 0.50 0.00 131.99 1.06 0 13:41 0 13:03 0.83 105.0066 J-M-MRW-20-CB 5.32 0.00 137.10 4.27 0.00 0.90 136.92 4.09 0 12:13 0 00:00 0.00 0.0067 J-M-MRW-21-MH 5.32 0.00 169.53 0.59 0.00 5.81 169.04 0.10 0 12:13 0 00:00 0.00 0.0068 J-M-MRW-22-CB 8.17 8.17 175.29 4.37 0.16 0.00 171.10 0.18 0 12:13 0 12:12 0.20 14.0069 J-M-NE-01-MH 5.70 0.00 98.00 4.54 0.00 1.72 94.51 1.05 0 11:56 0 00:00 0.00 0.0070 J-M-NE-02-MH 4.97 0.00 100.16 5.29 0.00 0.84 96.30 1.43 0 14:26 0 00:00 0.00 0.0071 J-M-NE-03-CB 21.42 12.19 102.89 7.14 1.17 0.00 97.65 1.90 0 14:29 0 12:11 7.98 319.0072 J-M-NE-04-MH 18.26 0.00 102.89 6.97 0.85 0.00 97.79 1.87 0 14:28 0 12:11 7.19 285.0073 J-M-NE-05-MH 11.42 0.00 102.89 6.09 0.00 0.36 98.46 1.66 0 14:28 0 00:00 0.00 0.0074 J-M-NE-06-MH 11.47 0.00 104.42 5.89 0.00 0.40 99.87 1.34 0 12:13 0 00:00 0.00 0.0075 J-M-NE-07-MH 11.49 0.00 105.58 5.85 0.00 0.40 100.91 1.18 0 12:13 0 00:00 0.00 0.0076 J-M-NE-08-MH 11.54 0.00 106.67 5.73 0.00 0.40 101.95 1.01 0 12:12 0 00:00 0.00 0.0077 J-M-NE-09-MH 11.64 0.00 107.77 5.69 0.00 0.40 102.96 0.88 0 12:12 0 00:00 0.00 0.0078 J-M-NE-10-MH 11.66 0.00 108.55 5.77 0.00 0.40 103.62 0.84 0 12:12 0 00:00 0.00 0.0079 J-M-NE-11-MH 11.82 6.89 109.31 5.97 0.00 0.40 104.21 0.87 0 12:12 0 00:00 0.00 0.0080 J-M-NE-12-MH 5.17 0.00 109.53 5.62 0.00 0.58 104.66 0.75 0 12:12 0 00:00 0.00 0.0081 J-M-NE-13-MH 18.22 14.59 114.92 7.23 0.63 0.00 108.40 0.71 0 12:45 0 12:12 3.54 123.00

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Junction ResultsSN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average HGL Time of Time of Total Total Time

ID Inflow Lateral Elevation Depth Surcharge Freeboard Elevation Depth Max HGL Peak Flooded FloodedInflow Attained Attained Depth Attained Attained Attained Occurrence Flooding Volume

Attained Occurrence(cfs) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (days hh:mm) (days hh:mm) (ac-in) (min)

82 J-M-NE-14-MH 11.03 0.00 116.65 5.87 0.00 0.41 111.21 0.43 0 12:15 0 00:00 0.00 0.0083 J-M-NE-15-MH 11.19 0.00 118.06 5.79 0.00 0.42 112.64 0.37 0 12:14 0 00:00 0.00 0.0084 J-M-NE-16-MH 11.49 0.00 120.07 5.73 0.00 0.42 114.63 0.29 0 12:14 0 00:00 0.00 0.0085 J-M-NE-17-MH 11.64 0.00 121.65 5.70 0.00 0.41 116.22 0.27 0 12:13 0 00:00 0.00 0.0086 J-M-NE-18-MH 12.03 0.00 123.19 5.66 0.00 0.41 117.79 0.26 0 12:12 0 00:00 0.00 0.0087 J-M-NE-19-MH 12.36 8.74 125.35 6.55 0.00 0.41 119.09 0.29 0 12:12 0 00:00 0.00 0.0088 J-M-NE-20-CB 3.74 0.00 125.35 6.39 0.00 0.35 119.23 0.27 0 12:12 0 00:00 0.00 0.0089 J-M-NE-21-MH 3.75 0.00 127.00 7.34 0.00 0.00 119.89 0.23 0 12:02 0 00:00 0.00 0.0090 J-M-NE-22-MH 3.74 0.00 131.20 10.88 0.00 0.00 120.54 0.22 0 12:02 0 00:00 0.00 0.0091 J-M-NE-23-CB 4.86 4.86 131.01 12.79 2.01 0.00 121.86 3.64 0 12:12 0 12:08 0.12 12.0092 J-M-SB-01 45.27 0.00 72.41 12.51 0.00 0.21 64.84 4.94 0 15:44 0 00:00 0.00 0.0093 J-M-SB-02 45.26 0.00 73.13 12.53 0.00 0.37 65.45 4.85 0 13:59 0 00:00 0.00 0.0094 J-M-SB-03 45.27 0.00 74.41 12.36 0.00 2.59 66.52 4.47 0 13:06 0 00:00 0.00 0.0095 J-M-SB-04 45.27 0.00 75.78 12.21 0.00 4.22 67.69 4.12 0 13:06 0 00:00 0.00 0.0096 J-M-SB-05 45.28 8.47 77.01 12.15 0.00 6.49 68.71 3.85 0 13:06 0 00:00 0.00 0.0097 J-M-SB-06 40.11 0.00 78.13 12.03 0.00 7.87 69.68 3.58 0 13:06 0 00:00 0.00 0.0098 J-M-SB-07 40.11 0.00 79.21 11.93 0.00 4.79 70.61 3.33 0 13:06 0 00:00 0.00 0.0099 J-M-SB-08 38.29 0.00 80.01 11.54 0.00 0.99 71.52 3.05 0 13:06 0 00:00 0.00 0.00

100 J-M-SB-09 60.87 0.00 80.64 11.54 0.02 0.00 72.09 2.99 0 13:32 0 13:17 0.13 35.00101 J-M-SB-10 94.34 16.08 80.70 10.87 1.08 0.00 72.67 2.84 0 13:31 0 12:23 11.19 186.00102 J-M-SB-11 60.01 0.00 80.78 10.34 0.66 0.00 73.10 2.66 0 13:29 0 12:26 4.15 151.00103 J-M-SB-12 60.01 0.00 81.80 9.99 0.00 0.70 74.09 2.28 0 13:06 0 00:00 0.00 0.00104 J-M-SB-13 60.02 0.00 82.87 9.84 0.00 1.13 75.12 2.09 0 12:43 0 00:00 0.00 0.00105 J-M-SB-14 60.02 0.00 83.74 10.10 0.00 0.76 75.73 2.09 0 12:37 0 00:00 0.00 0.00106 J-M-SB-15 108.62 0.00 84.63 10.26 0.00 19.84 76.39 2.02 0 12:38 0 00:00 0.00 0.00107 J-M-SB-16 35.43 0.00 84.63 10.03 0.00 0.24 76.64 2.04 0 12:38 0 00:00 0.00 0.00108 J-M-SB-17 34.51 0.00 85.92 8.52 0.00 1.03 78.81 1.41 0 12:36 0 00:00 0.00 0.00109 J-M-SB-18 34.52 0.00 87.67 8.73 0.00 0.38 80.23 1.29 0 12:37 0 00:00 0.00 0.00110 J-M-SB-19 34.60 0.00 89.13 9.12 0.00 0.26 81.32 1.31 0 12:15 0 00:00 0.00 0.00111 J-M-WG-01-MH 10.79 0.00 116.84 5.44 0.00 0.43 112.31 0.91 0 12:12 0 00:00 0.00 0.00112 J-M-WG-02-MH 10.83 0.00 117.52 5.85 0.00 0.44 112.50 0.83 0 12:12 0 00:00 0.00 0.00113 J-M-WG-03-MH 10.98 0.00 120.40 6.21 0.00 0.45 114.66 0.47 0 12:12 0 00:00 0.00 0.00114 J-M-WG-04-MH 11.13 11.13 123.98 6.56 0.00 0.45 117.71 0.29 0 12:12 0 00:00 0.00 0.00115 J-M-WPD-02-MH 78.70 0.00 85.14 7.61 0.00 0.39 78.94 1.41 0 12:14 0 00:00 0.00 0.00116 J-M-WPD-03-MH 78.74 12.39 87.41 8.77 0.00 0.39 80.14 1.50 0 12:14 0 00:00 0.00 0.00117 J-M-WPD-04-MH 70.96 0.00 88.50 9.26 0.00 0.39 80.84 1.60 0 12:14 0 00:00 0.00 0.00118 J-M-WPD-05-MH 103.09 19.42 89.98 9.81 0.00 0.38 81.74 1.57 0 12:13 0 00:00 0.00 0.00119 J-M-WPD-06-MH 71.58 0.00 92.01 10.94 0.00 0.43 83.87 2.80 0 12:13 0 00:00 0.00 0.00120 J-M-WPD-07-MH 84.96 15.82 93.64 11.77 0.00 0.41 85.44 3.57 0 12:13 0 00:00 0.00 0.00121 J-M-WPD-08-MH 69.41 0.00 95.20 11.17 0.00 0.41 86.96 2.93 0 12:12 0 00:00 0.00 0.00122 J-M-WPD-09-MH 70.98 18.11 96.99 10.49 0.00 0.42 88.98 2.48 0 12:12 0 00:00 0.00 0.00123 J-M-WPD-10-MH 55.50 0.00 98.81 6.48 0.00 0.48 93.73 1.40 0 12:13 0 00:00 0.00 0.00124 J-M-WPD-11-MH 55.53 0.00 101.73 6.51 0.00 0.50 96.45 1.23 0 12:13 0 00:00 0.00 0.00125 J-M-WPD-12-MH 56.19 0.00 106.93 6.57 0.00 0.49 101.47 1.11 0 12:12 0 00:00 0.00 0.00126 J-M-WPD-13-MH 56.47 0.00 110.91 6.58 0.00 0.50 105.46 1.13 0 12:12 0 00:00 0.00 0.00127 J-M-WPD-14-MH 56.81 15.15 115.47 6.63 0.00 0.50 109.94 1.10 0 12:12 0 00:00 0.00 0.00128 J-M-WPD-15-MH 12.21 0.00 117.39 6.14 0.00 0.77 111.74 0.49 0 12:15 0 00:00 0.00 0.00129 J-M-WPD-16-MH 12.21 0.00 121.02 4.66 0.00 1.49 116.57 0.21 0 12:14 0 00:00 0.00 0.00130 J-M-WPD-17-MH 12.21 0.00 123.41 4.15 0.00 2.03 119.47 0.21 0 12:14 0 00:00 0.00 0.00131 J-M-WPD-18-MH 12.21 0.00 125.92 3.64 0.00 2.60 122.49 0.21 0 12:14 0 00:00 0.00 0.00132 J-M-WPD-19-CB 12.25 0.00 130.18 1.14 0.00 3.93 129.22 0.18 0 12:14 0 00:00 0.00 0.00133 J-M-WPD-20-CB 12.25 0.00 132.99 2.94 0.00 2.62 130.35 0.30 0 12:13 0 00:00 0.00 0.00134 J-M-WPD-21-MH 12.25 0.00 134.59 4.50 0.00 2.60 130.55 0.46 0 12:13 0 00:00 0.00 0.00135 J-M-WPD-22-CB 14.13 7.32 137.12 6.07 1.01 0.00 131.38 0.33 0 12:13 0 12:12 0.07 12.00136 J-M-WPD-23-CB 8.67 0.00 137.87 6.47 0.00 0.87 131.70 0.30 0 12:13 0 00:00 0.00 0.00137 J-M-WPD-24-I 15.59 0.00 140.51 0.88 0.00 0.62 139.81 0.18 0 12:17 0 00:00 0.00 0.00138 J-M-WPD-25-O 3.27 0.00 154.05 0.66 0.00 0.34 153.68 0.29 0 11:58 0 00:00 0.00 0.00139 J-M-WPD-26-CB 15.97 15.97 159.73 5.47 0.00 0.43 154.82 0.56 0 12:12 0 00:00 0.00 0.00

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Channel InputSN Element Length Inlet Inlet Outlet Outlet Total Average Shape Height Width Manning's Entrance Exit/Bend Additional Initial Flap

ID Invert Invert Invert Invert Drop Slope Roughness Losses Losses Losses Flow GateElevation Offset Elevation Offset

(ft) (ft) (ft) (ft) (ft) (ft) (%) (ft) (ft) (cfs)1 L-M-B-01-C 30.00 21.00 2.86 16.00 0.00 5.00 16.6700 Trapezoidal 2.000 20.000 0.0800 0.0000 0.0000 0.0000 0.00 No2 L-M-MRW-20-D 15.00 137.00 4.17 136.00 5.00 1.00 6.6700 Rectangular 1.000 20.000 0.0320 0.0000 0.0000 0.0000 0.00 No3 L-M-WPD-24-C 326.79 153.39 0.00 139.63 0.00 13.76 4.2100 Triangular 1.000 4.000 0.0300 0.0000 0.0000 0.0000 0.00 No4 L-O-BBN-01-C 59.64 90.59 7.35 89.49 9.32 1.10 1.8400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No5 L-O-BBN-02-C 148.55 93.86 7.85 90.59 7.35 3.27 2.2000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No6 L-O-BBN-03-C 192.72 95.97 8.95 93.86 7.85 2.11 1.0900 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No7 L-O-BBN-04-C 84.97 96.86 9.31 95.97 8.95 0.89 1.0500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No8 L-O-BBN-05-C 240.15 99.25 10.43 96.86 9.31 2.39 1.0000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No9 L-O-F-01-C 155.72 71.56 6.23 70.13 6.41 1.43 0.9200 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No

10 L-O-F-02-C 210.68 73.97 6.99 71.56 6.23 2.41 1.1400 User-Defined 0.620 57.000 0.0300 0.0000 0.0000 0.0000 0.00 No11 L-O-F-11-C 32.00 73.95 5.68 73.97 6.99 -0.02 -0.0600 Rectangular 0.620 50.000 0.0130 0.0000 0.0000 0.0000 0.00 No12 L-O-F-12-C 24.65 74.36 5.69 73.95 5.68 0.41 1.6600 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No13 L-O-F-13-C 19.50 74.40 5.48 74.36 5.69 0.04 0.2100 Rectangular 0.620 75.000 0.0320 0.0000 0.0000 0.0000 0.00 No14 L-O-F-14-C 46.77 74.73 5.25 74.40 5.48 0.33 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No15 L-O-F-15-C 125.40 80.00 10.90 79.00 9.17 1.00 0.8000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No16 L-O-F-18-C 95.31 79.50 9.06 79.00 9.17 0.50 0.5200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No17 L-O-GTN-01-C 111.25 95.66 5.85 94.91 4.60 0.75 0.6700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No18 L-O-GTS-01-C 84.75 91.87 7.86 91.27 6.78 0.60 0.7100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No19 L-O-GTS-02-C 51.85 91.53 6.28 91.27 6.78 0.26 0.5000 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No20 L-O-HW-01-C 535.00 105.15 7.29 82.41 6.71 22.74 4.2500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No21 L-O-MRW-01-C 157.90 116.45 5.42 114.99 5.96 1.46 0.9200 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No22 L-O-MRW-02-C 24.20 114.99 5.96 115.10 6.26 -0.11 -0.4500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No23 L-O-NE-01-C 20.59 101.42 5.50 101.10 5.35 0.32 1.5500 Rectangular 0.620 200.000 0.0130 0.0000 0.0000 0.0000 0.00 No24 L-O-NE-02-C 128.47 102.63 5.83 101.42 5.50 1.21 0.9400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No25 L-O-NE-03-C 160.18 104.20 5.67 102.63 5.83 1.57 0.9800 User-Defined 0.620 57.000 0.0320 0.5000 0.5000 0.0000 0.00 No26 L-O-NE-04-C 109.25 105.36 5.63 104.20 5.67 1.16 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No27 L-O-NE-05-C 105.84 106.45 5.51 105.36 5.63 1.09 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No28 L-O-NE-06-C 106.34 107.55 5.47 106.45 5.51 1.10 1.0300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No29 L-O-NE-07-C 66.71 108.33 5.55 107.55 5.47 0.78 1.1700 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No30 L-O-NE-08-C 71.90 109.09 5.75 108.33 5.55 0.76 1.0600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No31 L-O-NE-09-C 33.00 109.49 5.58 109.09 5.75 0.40 1.2100 Rectangular 0.620 100.000 0.0270 0.0000 0.0000 0.0000 0.00 No32 L-O-NE-10-C 240.65 116.44 5.66 113.67 5.98 2.77 1.1500 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No33 L-O-NE-11-C 115.13 117.86 5.59 116.44 5.66 1.42 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No34 L-O-NE-12-C 165.49 119.87 5.53 117.86 5.59 2.01 1.2100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No35 L-O-NE-13-C 127.38 121.44 5.49 119.87 5.53 1.57 1.2300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No36 L-O-NE-14-C 130.95 122.98 5.45 121.44 5.49 1.54 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No37 L-O-NE-15-C 165.36 125.14 6.34 122.98 5.45 2.16 1.3100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No38 L-O-NE-16-C 18.67 125.14 6.34 125.08 6.12 0.06 0.3200 Rectangular 0.620 100.000 0.0130 0.0000 0.0000 0.0000 0.00 No39 L-O-SB-01-C 288.77 70.13 6.41 70.00 11.20 0.13 0.0500 Rectangular 0.620 100.000 0.0320 0.0000 0.0000 0.0000 0.00 No40 L-O-SB-02-C 158.40 72.00 12.10 70.13 6.41 1.87 1.1800 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No41 L-O-SB-03-C 13.95 84.00 9.40 83.54 9.17 0.46 3.3000 Rectangular 0.870 50.000 0.0320 0.0000 0.0000 0.0000 0.00 No42 L-O-WG-01-C 27.52 116.55 5.15 116.45 5.42 0.10 0.3600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No43 L-O-WG-02-C 36.55 117.34 5.67 116.55 5.15 0.79 2.1600 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No44 L-O-WG-03-C 143.54 120.23 6.04 117.34 5.67 2.89 2.0100 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No45 L-O-WG-04-C 175.82 123.81 6.39 120.23 6.04 3.58 2.0400 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No46 L-O-WPD-01-C 126.67 83.54 9.17 82.41 6.71 1.13 0.8900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No47 L-O-WPD-02-C 111.35 84.66 7.13 83.54 9.17 1.12 1.0100 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No48 L-O-WPD-03-C 215.30 86.93 8.29 84.66 7.13 2.27 1.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No49 L-O-WPD-04-C 123.99 88.02 8.78 86.93 8.29 1.09 0.8800 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No50 L-O-WPD-05-C 183.52 89.49 9.32 88.02 8.78 1.47 0.8000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No51 L-O-WPD-06-C 173.05 91.57 10.50 89.49 9.32 2.08 1.2000 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No52 L-O-WPD-07-C 155.60 93.18 11.31 91.57 10.50 1.61 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No53 L-O-WPD-08-C 151.73 94.74 10.71 93.18 11.31 1.56 1.0300 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No54 L-O-WPD-09-C 173.85 96.54 10.04 94.74 10.71 1.80 1.0400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No55 L-O-WPD-10-C 114.44 98.42 6.09 96.54 10.04 1.88 1.6400 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No56 L-O-WPD-11-C 143.32 101.36 6.14 98.42 6.09 2.94 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No57 L-O-WPD-12-C 270.73 106.55 6.19 101.36 6.14 5.19 1.9200 User-Defined 0.870 55.800 0.0320 0.5000 0.5000 0.0000 0.00 No58 L-O-WPD-13-C 195.06 110.54 6.21 106.55 6.19 3.99 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No59 L-O-WPD-14-C 223.08 115.10 6.26 110.52 6.19 4.58 2.0500 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No60 L-O-WPD-15-C 129.57 117.29 6.04 115.10 6.26 2.19 1.6900 User-Defined 0.870 55.800 0.0320 0.0000 0.0000 0.0000 0.00 No61 L-O-WPD-16-C 420.85 159.54 5.28 139.63 0.00 19.91 4.7300 User-Defined 0.620 57.000 0.0320 0.0000 0.0000 0.0000 0.00 No

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Channel ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-M-B-01-C 40.73 0 15:54 260.13 0.16 5.38 0.09 0.74 0.37 0.00 1.072 L-M-MRW-20-D 5.32 0 12:13 225.04 0.02 2.60 0.10 0.10 0.10 0.00 0.903 L-M-WPD-24-C 3.32 0 12:08 11.89 0.28 5.61 0.97 0.75 0.75 0.00 1.554 L-O-BBN-01-C 12.72 0 12:13 164.34 0.08 2.15 0.46 0.33 0.58 0.00 0.035 L-O-BBN-02-C 11.04 0 12:13 179.54 0.06 3.54 0.70 0.21 0.36 0.00 0.026 L-O-BBN-03-C 12.49 0 12:13 126.62 0.10 3.03 1.06 0.25 0.41 0.00 0.037 L-O-BBN-04-C 13.29 0 12:12 123.85 0.11 3.03 0.47 0.26 0.43 0.00 0.038 L-O-BBN-05-C 13.08 0 12:12 120.72 0.11 2.96 1.35 0.26 0.43 0.00 0.049 L-O-F-01-C 14.17 0 12:13 115.96 0.12 2.66 0.98 0.62 1.00 192.00 0.05

10 L-O-F-02-C 10.06 0 12:12 129.43 0.08 2.48 1.42 0.31 0.50 0.00 0.0111 L-O-F-11-C 8.52 0 12:12 63.37 0.13 0.82 0.65 0.25 0.40 0.00 0.0012 L-O-F-12-C 6.54 0 12:12 200.29 0.03 0.61 0.67 0.17 0.28 0.00 0.0013 L-O-F-13-C 7.29 0 12:12 70.34 0.10 0.82 0.40 0.12 0.19 0.00 0.0014 L-O-F-14-C 6.46 0 12:12 101.65 0.06 2.20 0.35 0.22 0.35 0.00 0.0115 L-O-F-15-C 33.63 0 12:24 108.06 0.31 2.33 0.90 0.62 1.00 35.00 0.0216 L-O-F-18-C 37.96 0 12:23 87.65 0.43 2.07 0.77 0.62 1.00 151.00 0.0317 L-O-GTN-01-C 29.30 0 18:43 99.36 0.29 2.06 0.90 0.62 1.00 328.00 0.0118 L-O-GTS-01-C 45.09 0 12:01 101.82 0.44 2.83 0.50 0.62 1.00 298.00 0.0319 L-O-GTS-02-C 21.00 0 12:07 85.69 0.25 1.23 0.70 0.62 1.00 332.00 0.0220 L-O-HW-01-C 9.68 0 12:12 435.26 0.02 4.89 1.82 0.51 0.59 0.00 1.7521 L-O-MRW-01-C 23.39 0 12:12 116.36 0.20 2.26 1.16 0.46 0.75 0.00 0.0422 L-O-MRW-02-C 27.55 0 12:12 81.59 0.34 1.93 0.21 0.50 0.80 0.00 0.0323 L-O-NE-01-C 11.86 0 12:14 1279.53 0.01 0.14 2.45 0.62 1.00 285.00 0.0024 L-O-NE-02-C 8.85 0 12:14 117.44 0.08 1.57 1.36 0.44 0.71 0.00 0.0225 L-O-NE-03-C 7.99 0 12:13 119.80 0.07 2.50 1.07 0.22 0.37 0.00 0.0526 L-O-NE-04-C 8.09 0 12:13 124.69 0.06 2.67 0.68 0.22 0.36 0.00 0.0827 L-O-NE-05-C 8.16 0 12:12 122.80 0.07 2.68 0.66 0.22 0.36 0.00 0.0828 L-O-NE-06-C 8.21 0 12:12 123.08 0.07 2.69 0.66 0.22 0.36 0.00 0.0829 L-O-NE-07-C 8.37 0 12:12 130.85 0.06 2.80 0.40 0.22 0.35 0.00 0.0830 L-O-NE-08-C 8.49 0 12:12 124.41 0.07 2.73 0.44 0.22 0.36 0.00 0.0931 L-O-NE-09-C 3.03 0 12:12 270.92 0.01 0.37 1.49 0.13 0.21 0.00 0.0132 L-O-NE-10-C 7.11 0 12:15 129.83 0.05 0.69 5.81 0.41 0.67 0.00 0.0033 L-O-NE-11-C 7.15 0 12:14 134.39 0.05 2.79 0.69 0.18 0.33 0.00 0.0134 L-O-NE-12-C 7.13 0 12:14 133.36 0.05 2.77 1.00 0.17 0.33 0.00 0.0135 L-O-NE-13-C 7.47 0 12:13 134.35 0.06 2.82 0.75 0.20 0.33 0.00 0.0136 L-O-NE-14-C 7.68 0 12:12 131.23 0.06 2.79 0.78 0.21 0.34 0.00 0.0137 L-O-NE-15-C 7.88 0 12:12 138.31 0.06 2.91 0.95 0.21 0.34 0.00 0.0138 L-O-NE-16-C 3.93 0 12:12 289.73 0.01 0.31 1.00 0.24 0.39 0.00 0.0039 L-O-SB-01-C 32.83 0 12:19 44.05 0.75 0.82 5.87 0.62 1.00 485.00 0.0340 L-O-SB-02-C 21.92 0 15:17 131.48 0.17 1.70 1.55 0.51 0.83 0.00 0.0941 L-O-SB-03-C 34.93 0 12:23 326.76 0.11 1.82 0.13 0.75 0.86 0.00 0.0142 L-O-WG-01-C 9.67 0 12:12 72.95 0.13 1.62 0.28 0.31 0.50 0.00 0.0343 L-O-WG-02-C 7.16 0 12:12 177.91 0.04 2.06 0.30 0.23 0.38 0.00 0.0144 L-O-WG-03-C 5.96 0 12:12 171.71 0.03 3.02 0.79 0.18 0.29 0.00 0.0145 L-O-WG-04-C 5.98 0 12:12 172.68 0.03 3.20 0.92 0.17 0.28 0.00 0.0146 L-O-WPD-01-C 3.23 0 12:33 199.40 0.02 0.12 17.59 0.87 1.00 32.00 0.0047 L-O-WPD-02-C 56.73 0 12:15 211.74 0.27 5.52 0.34 0.61 0.72 0.00 0.0248 L-O-WPD-03-C 57.71 0 12:14 216.78 0.27 5.63 0.64 0.44 0.55 0.00 0.0249 L-O-WPD-04-C 53.72 0 12:14 197.95 0.27 5.19 0.40 0.43 0.56 0.00 0.0250 L-O-WPD-05-C 53.04 0 12:14 188.95 0.28 5.01 0.61 0.43 0.56 0.00 0.0251 L-O-WPD-06-C 51.47 0 12:13 231.46 0.22 5.27 0.55 0.43 0.54 0.00 0.0752 L-O-WPD-07-C 52.17 0 12:13 214.75 0.24 5.40 0.48 0.45 0.53 0.00 0.0853 L-O-WPD-08-C 51.05 0 12:12 214.07 0.24 5.33 0.47 0.45 0.53 0.00 0.0554 L-O-WPD-09-C 49.69 0 12:12 214.82 0.23 5.27 0.55 0.45 0.52 0.00 0.0655 L-O-WPD-10-C 44.67 0 12:13 270.59 0.17 5.35 0.36 0.42 0.48 0.00 0.1256 L-O-WPD-11-C 42.02 0 12:13 302.38 0.14 5.82 0.41 0.37 0.44 0.00 0.1057 L-O-WPD-12-C 40.96 0 12:12 292.31 0.14 5.85 0.77 0.37 0.43 0.00 0.1058 L-O-WPD-13-C 42.42 0 12:12 301.95 0.14 6.08 0.53 0.37 0.43 0.00 0.1259 L-O-WPD-14-C 42.14 0 12:12 302.50 0.14 5.89 0.63 0.38 0.44 0.00 0.1060 L-O-WPD-15-C 1.09 0 12:15 274.47 0.00 0.43 5.02 0.21 0.25 0.00 0.0061 L-O-WPD-16-C 12.34 0 12:12 263.21 0.05 1.23 5.70 0.41 0.66 0.00 0.00

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

1 L-L-WPD-01-P 126.67 75.70 0.00 74.47 0.10 1.23 0.9700 CIRCULAR 360.000 360.000 0.0120 0.5000 0.5000 0.0000 0.00 12 L-M-B-02-P 192.00 19.58 0.00 18.14 0.00 1.44 0.7500 CIRCULAR 22.560 22.560 0.0120 0.0000 1.0000 0.0000 0.00 13 L-M-B-03-P 468.61 33.12 0.00 19.58 0.00 13.54 2.8900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 14 L-M-B-04-P 299.45 45.37 0.00 33.12 0.00 12.25 4.0900 CIRCULAR 22.560 22.560 0.0120 0.0000 0.0000 0.0000 0.00 15 L-M-B-05-P 231.94 58.29 0.00 45.37 0.00 12.92 5.5700 CIRCULAR 22.560 22.560 0.0120 0.5000 0.0000 0.0000 0.00 16 L-M-B-06-P 96.00 58.80 0.00 58.43 0.14 0.37 0.3900 CIRCULAR 48.000 48.000 0.0120 0.5000 0.5000 0.0000 0.00 17 L-M-BBC-04-P 287.64 84.70 0.00 76.77 9.49 7.93 2.7600 CIRCULAR 12.000 12.000 0.0150 0.5000 0.5000 0.0000 0.00 18 L-M-BBN-01-P 59.64 83.24 0.00 83.00 2.83 0.24 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 19 L-M-BBN-02-P 148.55 86.01 0.00 83.29 0.05 2.72 1.8300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1

10 L-M-BBN-03-P 192.72 87.02 0.00 86.05 0.04 0.97 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 111 L-M-BBN-04-P 84.97 87.55 0.00 87.17 0.15 0.38 0.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 112 L-M-BBN-05-P 240.15 88.82 0.00 87.62 0.07 1.20 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 113 L-M-F-01-P 32.00 68.27 0.00 67.01 0.03 1.26 3.9400 CIRCULAR 12.000 12.000 0.0120 0.7000 0.7000 0.0000 0.00 114 L-M-F-02-P 24.65 68.67 0.00 68.35 0.08 0.32 1.3000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 115 L-M-F-03-P 19.50 68.92 0.00 68.77 0.10 0.15 0.7700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 116 L-M-F-04-P 46.77 69.48 0.00 69.02 0.10 0.46 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 117 L-M-GTN-01-P 78.25 87.82 0.00 87.51 1.01 0.31 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 118 L-M-GTN-02-P 75.03 88.17 0.00 87.87 0.05 0.30 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 119 L-M-GTN-03-P 174.55 88.92 0.00 88.22 0.05 0.70 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 120 L-M-GTN-04-P 210.09 89.81 0.00 88.97 0.05 0.84 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 121 L-M-GTN-05-P 111.25 90.31 0.00 89.86 0.05 0.45 0.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 122 L-M-GTN-06-P 225.10 92.16 0.00 90.36 0.05 1.80 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 123 L-M-GTN-07-P 118.17 93.15 0.00 92.21 0.05 0.94 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 124 L-M-GTN-08-P 121.86 93.46 0.00 93.20 0.05 0.26 0.2100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 125 L-M-GTS-01-P 244.86 84.01 0.00 82.78 0.91 1.23 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.9000 0.0000 0.00 126 L-M-GTS-02-P 84.75 84.49 0.00 84.09 0.08 0.40 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 127 L-M-GTS-03-P 51.85 85.30 0.05 84.99 0.50 0.31 0.6000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 128 L-M-GTS-04-P 280.32 87.54 0.00 85.30 0.05 2.24 0.8000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 129 L-M-GTS-05-P 140.88 88.86 0.00 87.59 0.05 1.27 0.9000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 130 L-M-GTS-06-P 47.21 89.30 0.00 88.91 0.05 0.39 0.8300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 131 L-M-GTS-07-P 159.01 90.98 0.00 89.43 0.13 1.55 0.9700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 132 L-M-GTS-08-P 245.39 91.76 0.00 91.03 0.05 0.73 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 133 L-M-GTS-09-P 73.73 92.03 0.00 91.81 0.05 0.22 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 134 L-M-GTS-10-P 92.35 92.36 0.00 92.08 0.05 0.28 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 135 L-M-GTS-12-P 192.36 93.05 0.00 92.41 0.05 0.64 0.3300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 136 L-M-GTS-13-P 81.34 93.34 0.00 93.10 0.05 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 137 L-M-GTS-14-P 23.31 93.46 0.00 93.39 0.05 0.07 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 138 L-M-M-01-P 230.09 62.92 0.00 61.77 2.97 1.15 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 139 L-M-M-02-P 150.92 63.72 0.00 62.97 0.05 0.75 0.5000 CIRCULAR 24.000 24.000 0.0120 0.7000 0.8000 0.0000 0.00 140 L-M-M-03-P 155.72 65.33 0.00 63.77 0.05 1.56 1.0000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 141 L-M-M-04-P 210.68 66.98 0.00 65.38 0.05 1.60 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 142 L-M-M-05-P 83.68 67.65 0.00 67.01 0.03 0.64 0.7600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 143 L-M-M-06-P 151.88 68.39 0.00 67.86 0.21 0.53 0.3500 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 144 L-M-M-07-P 105.56 68.88 0.07 68.44 0.05 0.44 0.4200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 145 L-M-M-08-P 158.20 69.56 0.00 68.81 0.00 0.75 0.4700 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 146 L-M-M-09-P 83.36 69.95 0.00 69.65 0.09 0.30 0.3600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.8000 0.0000 0.00 147 L-M-M-10-P 97.09 70.34 0.00 70.04 0.09 0.30 0.3100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 148 L-M-M-11-P 91.96 70.83 0.00 70.36 0.02 0.47 0.5100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 149 L-M-M-12-P 290.47 72.04 2.21 70.88 0.05 1.16 0.4000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 150 L-M-MRW-01-P 24.20 109.19 0.16 109.03 0.19 0.16 0.6600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 151 L-M-MRW-02-P 157.90 111.03 0.00 109.29 0.26 1.74 1.1000 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 152 L-M-MRW-03-P 185.40 112.75 0.00 111.24 0.21 1.51 0.8100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 153 L-M-MRW-04-P 179.40 120.68 0.00 112.85 0.10 7.83 4.3600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 154 L-M-MRW-05-P 219.90 122.32 0.00 120.79 0.11 1.53 0.7000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 155 L-M-MRW-06A-P 219.20 123.99 0.00 122.41 0.09 1.58 0.7200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 156 L-M-MRW-07-P 208.61 124.69 0.00 124.07 0.08 0.62 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 157 L-M-MRW-08-P 212.40 125.38 0.00 124.75 0.06 0.63 0.3000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 158 L-M-MRW-09-P 190.50 125.99 0.01 125.38 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 159 L-M-MRW-10-P 190.50 126.59 0.00 125.98 0.00 0.61 0.3200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 160 L-M-MRW-11-P 210.00 127.34 0.00 126.64 0.05 0.70 0.3300 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 161 L-M-MRW-12-P 298.70 128.22 0.00 127.39 0.05 0.83 0.2800 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 162 L-M-MRW-13-P 143.60 128.70 0.00 128.24 0.02 0.46 0.3200 CIRCULAR 18.000 18.000 0.0120 0.5000 1.0000 0.0000 0.00 163 L-M-MRW-14-P 80.60 128.98 0.00 128.74 0.04 0.24 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.8000 0.0000 0.00 164 L-M-MRW-15-P 159.20 129.51 0.00 129.04 0.06 0.47 0.3000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 165 L-M-MRW-16-P 179.80 130.08 0.00 129.56 0.05 0.52 0.2900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 166 L-M-MRW-17-P 190.00 130.73 0.00 130.14 0.06 0.59 0.3100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 167 L-M-MRW-18-P 62.00 130.93 0.00 130.76 0.03 0.17 0.2700 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 168 L-M-MRW-19-P 29.80 131.08 0.08 131.01 0.08 0.07 0.2300 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 169 L-M-MRW-21-P 204.87 168.94 0.00 132.83 0.00 36.11 17.6300 CIRCULAR 12.000 12.000 0.0240 0.5000 1.0000 0.0000 0.00 170 L-M-MRW-22-P 62.59 170.92 0.00 169.04 0.10 1.88 3.0000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.5000 0.0000 0.00 171 L-M-NE-01-P 148.00 94.87 0.00 93.59 0.13 1.28 0.8600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 172 L-M-NE-02-P 135.00 95.75 0.00 94.92 0.05 0.83 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 173 L-M-NE-03-P 13.07 95.92 0.00 95.85 0.10 0.07 0.5400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 174 L-M-NE-04-P 128.47 96.80 0.00 96.02 0.10 0.78 0.6100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.9000 0.0000 0.00 175 L-M-NE-05-P 160.18 98.53 0.00 96.90 0.10 1.63 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 176 L-M-NE-06-P 109.25 99.73 0.00 98.62 0.09 1.11 1.0200 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 177 L-M-NE-07-P 105.84 100.94 0.00 99.82 0.09 1.12 1.0600 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 178 L-M-NE-08-P 106.34 102.08 0.00 101.04 0.10 1.04 0.9800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 179 L-M-NE-09-P 66.71 102.78 0.00 102.18 0.10 0.60 0.9000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 180 L-M-NE-10-P 71.90 103.34 0.00 102.88 0.10 0.46 0.6400 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1

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Pipe Input

SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe Pipe Pipe Manning's Entrance Exit/Bend Additional Initial No. ofID Invert Invert Invert Invert Drop Slope Shape Diameter or Width Roughness Losses Losses Losses Flow Barrels

Elevation Offset Elevation Offset Height(ft) (ft) (ft) (ft) (ft) (ft) (%) (in) (in) (cfs)

81 L-M-NE-11-P 33.00 103.91 0.00 103.43 0.09 0.48 1.4500 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 182 L-M-NE-12-P 263.07 107.69 0.00 104.01 0.10 3.68 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 183 L-M-NE-13-P 216.36 110.78 0.00 107.75 0.06 3.03 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 1.0000 0.0000 0.00 184 L-M-NE-14-P 99.40 112.27 0.00 110.88 0.10 1.39 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 185 L-M-NE-15-P 140.42 114.34 0.00 112.37 0.10 1.97 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 186 L-M-NE-16-P 107.98 115.95 0.00 114.44 0.10 1.51 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 187 L-M-NE-17-P 105.84 117.53 0.00 116.05 0.10 1.48 1.4000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 188 L-M-NE-18-P 145.42 118.80 0.00 117.63 0.10 1.17 0.8000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 189 L-M-NE-19-P 13.07 118.96 0.00 118.90 0.10 0.06 0.4600 CIRCULAR 12.000 12.000 0.0120 0.7000 0.9000 0.0000 0.00 190 L-M-NE-20-P 119.59 119.66 0.00 119.06 0.10 0.60 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 191 L-M-NE-21-P 112.30 120.32 0.00 119.76 0.10 0.56 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.8000 0.0000 0.00 192 L-M-NE-22-P 246.00 121.65 3.43 120.42 0.10 1.23 0.5000 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 193 L-M-SB-01-P 230.00 59.90 0.00 58.80 0.00 1.10 0.4800 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 194 L-M-SB-02-P 105.14 60.60 0.00 60.00 0.10 0.60 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 195 L-M-SB-03-P 236.38 62.05 0.00 60.70 0.10 1.35 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 196 L-M-SB-04-P 248.92 63.57 0.00 62.15 0.10 1.42 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 197 L-M-SB-05-P 208.56 64.86 0.00 63.67 0.10 1.19 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 198 L-M-SB-06-P 200.78 66.10 0.00 64.96 0.10 1.14 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 199 L-M-SB-07-P 189.48 67.28 0.00 66.20 0.10 1.08 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1

100 L-M-SB-08-P 191.22 68.47 0.00 67.38 0.10 1.09 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1101 L-M-SB-09-P 93.00 69.10 0.00 68.57 0.10 0.53 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1102 L-M-SB-10-P 111.23 69.83 0.00 69.20 0.10 0.63 0.5700 CIRCULAR 36.000 36.000 0.0120 0.5000 0.5000 0.0000 0.00 1103 L-M-SB-11-P 88.23 70.44 0.00 69.93 0.10 0.51 0.5800 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1104 L-M-SB-12-P 222.70 71.81 0.00 70.54 0.10 1.27 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1105 L-M-SB-13-P 197.05 73.03 0.00 71.91 0.10 1.12 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1106 L-M-SB-14-P 88.70 73.64 0.00 73.13 0.10 0.51 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1107 L-M-SB-15-P 110.89 74.37 0.00 73.74 0.10 0.63 0.5700 CIRCULAR 42.000 42.000 0.0120 0.5000 0.5000 0.0000 0.00 1108 L-M-SB-16-P 13.95 74.60 0.00 74.47 0.10 0.13 0.9300 CIRCULAR 30.000 30.000 0.0120 0.5000 1.0000 0.0000 0.00 1109 L-M-SB-17-P 138.77 77.40 0.00 76.70 2.10 0.70 0.5000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.8000 0.0000 0.00 1110 L-M-SB-18-P 290.16 78.94 0.00 77.50 0.10 1.44 0.5000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 1111 L-M-SB-19-P 195.76 80.01 0.00 79.04 0.10 0.97 0.5000 CIRCULAR 30.000 30.000 0.0120 0.5000 0.5000 0.0000 0.00 1112 L-M-SB-20-P 12.97 80.17 0.00 80.11 0.10 0.06 0.4600 CIRCULAR 30.000 30.000 0.0120 0.5000 0.8000 0.0000 0.00 1113 L-M-WG-01-P 27.52 111.40 0.00 111.26 0.23 0.14 0.5100 CIRCULAR 12.000 12.000 0.0120 0.5000 0.7000 0.0000 0.00 1114 L-M-WG-02-P 36.55 111.67 0.00 111.49 0.09 0.18 0.4900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.6000 0.0000 0.00 1115 L-M-WG-03-P 143.54 114.19 0.00 111.77 0.10 2.42 1.6900 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1116 L-M-WG-04-P 175.82 117.42 0.00 114.29 0.10 3.13 1.7800 CIRCULAR 12.000 12.000 0.0120 0.5000 0.5000 0.0000 0.00 1117 L-M-WPD-01-P 111.35 77.53 0.00 76.53 2.16 1.00 0.9000 CIRCULAR 24.000 24.000 0.0120 0.5000 1.0000 0.0000 0.00 1118 L-M-WPD-02-P 215.30 78.64 0.00 77.57 0.04 1.07 0.5000 CIRCULAR 24.000 24.000 0.0120 0.5000 0.5000 0.0000 0.00 1119 L-M-WPD-03-P 106.13 79.24 0.00 78.72 0.08 0.52 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.7000 0.0000 0.00 1120 L-M-WPD-04-P 172.44 80.17 0.00 79.28 0.04 0.89 0.5200 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1121 L-M-WPD-05-P 173.05 81.07 0.00 80.27 0.10 0.80 0.4600 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1122 L-M-WPD-06-P 155.60 81.87 0.00 81.11 0.04 0.76 0.4900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1123 L-M-WPD-07-P 151.73 84.03 0.00 82.19 0.32 1.84 1.2100 CIRCULAR 24.000 24.000 0.0120 0.5000 0.9000 0.0000 0.00 1124 L-M-WPD-08-P 173.85 86.50 0.00 84.09 0.06 2.41 1.3900 CIRCULAR 24.000 24.000 0.0120 0.5000 0.6000 0.0000 0.00 1125 L-M-WPD-09-P 114.44 92.33 0.00 90.06 3.56 2.27 1.9800 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1126 L-M-WPD-10-P 143.32 95.22 0.00 92.37 0.04 2.85 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1127 L-M-WPD-11-P 253.06 100.36 0.00 95.29 0.07 5.07 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1128 L-M-WPD-12-P 195.06 104.33 0.00 100.44 0.08 3.89 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1129 L-M-WPD-13-P 223.08 108.84 0.00 104.38 0.05 4.46 2.0000 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1130 L-M-WPD-14-P 115.42 111.25 0.00 108.95 0.11 2.30 1.9900 CIRCULAR 18.000 18.000 0.0120 0.5000 0.9000 0.0000 0.00 1131 L-M-WPD-15-P 251.54 116.36 0.00 111.31 0.06 5.05 2.0100 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1132 L-M-WPD-16-P 143.28 119.26 0.00 116.45 0.09 2.81 1.9600 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1133 L-M-WPD-17-P 153.77 122.28 0.00 119.31 0.05 2.97 1.9300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.5000 0.0000 0.00 1134 L-M-WPD-18-P 261.40 129.04 0.00 122.41 0.13 6.63 2.5400 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1135 L-M-WPD-19-P 98.04 130.05 0.00 129.58 0.54 0.47 0.4800 CIRCULAR 18.000 18.000 0.0120 0.7000 0.5000 0.0000 0.00 1136 L-M-WPD-20-P 67.15 130.09 0.00 130.07 0.02 0.02 0.0300 CIRCULAR 18.000 18.000 0.0120 0.5000 0.6000 0.0000 0.00 1137 L-M-WPD-21-P 143.68 131.05 0.00 130.45 0.36 0.60 0.4200 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1138 L-M-WPD-22-P 70.39 131.40 0.00 131.14 0.09 0.26 0.3700 CIRCULAR 18.000 18.000 0.0120 0.5000 0.7000 0.0000 0.00 1139 L-M-WPD-23-P 60.69 139.63 0.00 136.00 4.60 3.63 5.9800 CIRCULAR 18.000 18.000 0.0240 0.5000 0.8000 0.0000 0.00 1140 L-M-WPD-25-P 173.48 154.26 0.00 153.39 0.00 0.87 0.5000 CIRCULAR 12.000 12.000 0.0240 0.5000 0.0000 0.0000 0.00 1

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

1 L-L-WPD-01-P 51.41 0 12:14 33049.11 0.00 2.94 0.72 9.54 0.32 0.00 0.04 Calculated2 L-M-B-02-P 40.73 0 15:54 18.08 2.25 14.62 0.22 1.88 1.00 1371.00 0.01 SURCHARGED3 L-M-B-03-P 40.73 0 15:54 35.49 1.15 14.62 0.53 1.88 1.00 610.00 0.47 SURCHARGED4 L-M-B-04-P 40.73 0 15:54 42.23 0.96 14.62 0.34 1.88 1.00 592.00 1.52 SURCHARGED5 L-M-B-05-P 40.73 0 15:54 49.28 0.83 16.89 0.23 1.88 1.00 580.00 1.82 SURCHARGED6 L-M-B-06-P 40.95 0 14:30 96.61 0.42 6.10 0.26 4.00 1.00 564.00 0.54 SURCHARGED7 L-M-BBC-04-P 6.30 0 12:25 5.13 1.23 8.02 0.60 1.00 1.00 63.00 1.55 SURCHARGED8 L-M-BBN-01-P 4.78 0 12:05 2.45 1.95 6.14 0.16 1.00 1.00 200.00 0.66 SURCHARGED9 L-M-BBN-02-P 5.50 0 12:09 5.22 1.05 7.00 0.35 1.00 1.00 143.00 1.00 SURCHARGED

10 L-M-BBN-03-P 6.24 0 12:07 2.74 2.28 7.94 0.40 1.00 1.00 141.00 0.80 SURCHARGED11 L-M-BBN-04-P 6.41 0 12:05 2.58 2.48 8.16 0.17 1.00 1.00 157.00 0.72 SURCHARGED12 L-M-BBN-05-P 5.85 0 12:01 2.73 2.14 7.45 0.54 1.00 1.00 163.00 0.77 SURCHARGED13 L-M-F-01-P 3.06 0 12:06 7.66 0.40 3.89 0.14 1.00 1.00 538.00 0.79 SURCHARGED14 L-M-F-02-P 3.15 0 12:06 4.40 0.72 4.66 0.09 1.00 1.00 536.00 0.80 SURCHARGED15 L-M-F-03-P 3.24 0 12:04 3.39 0.96 4.12 0.08 1.00 1.00 535.00 0.60 SURCHARGED16 L-M-F-04-P 3.56 0 12:03 3.83 0.93 4.53 0.17 1.00 1.00 518.00 0.72 SURCHARGED17 L-M-GTN-01-P 4.01 0 18:07 2.43 1.65 5.30 0.25 1.00 1.00 420.00 0.50 SURCHARGED18 L-M-GTN-02-P 4.02 0 18:07 2.44 1.65 5.11 0.24 1.00 1.00 476.00 0.43 SURCHARGED19 L-M-GTN-03-P 4.02 0 18:06 2.44 1.64 5.11 0.57 1.00 1.00 477.00 0.47 SURCHARGED20 L-M-GTN-04-P 4.02 0 18:06 2.44 1.65 5.11 0.69 1.00 1.00 477.00 0.50 SURCHARGED21 L-M-GTN-05-P 6.85 0 18:43 2.45 2.79 8.73 0.21 1.00 1.00 479.00 0.48 SURCHARGED22 L-M-GTN-06-P 2.05 0 17:55 3.45 0.59 2.61 1.44 1.00 1.00 460.00 0.48 SURCHARGED23 L-M-GTN-07-P 2.05 0 17:56 3.44 0.60 4.01 0.49 1.00 1.00 452.00 0.73 SURCHARGED24 L-M-GTN-08-P 2.05 0 17:56 1.78 1.15 2.88 0.71 1.00 1.00 434.00 0.44 SURCHARGED25 L-M-GTS-01-P 14.82 0 17:10 17.37 0.85 4.72 0.86 2.00 1.00 439.00 0.53 SURCHARGED26 L-M-GTS-02-P 31.31 0 12:01 16.84 1.86 9.97 0.14 2.00 1.00 422.00 0.59 SURCHARGED27 L-M-GTS-03-P 8.38 0 17:51 8.80 0.95 4.74 0.18 1.50 1.00 415.00 0.64 SURCHARGED28 L-M-GTS-04-P 6.13 0 17:55 10.17 0.60 4.16 1.12 1.50 1.00 379.00 0.70 SURCHARGED29 L-M-GTS-05-P 6.13 0 17:55 10.80 0.57 5.15 0.46 1.50 1.00 369.00 0.92 SURCHARGED30 L-M-GTS-06-P 6.13 0 17:55 10.34 0.59 4.77 0.16 1.50 1.00 367.00 0.82 SURCHARGED31 L-M-GTS-07-P 6.13 0 17:55 11.24 0.55 5.15 0.51 1.50 1.00 360.00 0.97 SURCHARGED32 L-M-GTS-08-P 5.52 0 17:53 6.21 0.89 3.88 1.05 1.50 1.00 358.00 0.59 SURCHARGED33 L-M-GTS-09-P 5.29 0 11:54 6.22 0.85 3.42 0.36 1.50 1.00 357.00 0.55 SURCHARGED34 L-M-GTS-10-P 5.37 0 11:54 6.27 0.86 3.23 0.48 1.50 1.00 357.00 0.53 SURCHARGED35 L-M-GTS-12-P 5.53 0 11:55 6.56 0.84 3.37 0.95 1.50 1.00 356.00 0.57 SURCHARGED36 L-M-GTS-13-P 5.66 0 11:55 6.18 0.92 3.42 0.40 1.50 1.00 355.00 0.56 SURCHARGED37 L-M-GTS-14-P 5.69 0 11:56 6.24 0.91 3.26 0.12 1.50 1.00 354.00 0.50 SURCHARGED38 L-M-M-01-P 17.26 0 12:02 17.33 1.00 5.49 0.70 2.00 1.00 555.00 0.59 SURCHARGED39 L-M-M-02-P 17.26 0 12:02 17.28 1.00 5.49 0.46 2.00 1.00 554.00 0.58 SURCHARGED40 L-M-M-03-P 17.59 0 12:10 24.53 0.72 5.60 0.46 2.00 1.00 547.00 0.61 SURCHARGED41 L-M-M-04-P 21.67 0 12:09 21.36 1.01 6.90 0.51 2.00 1.00 539.00 0.71 SURCHARGED42 L-M-M-05-P 15.76 0 12:12 21.43 0.74 5.02 0.28 2.00 1.00 536.00 0.51 SURCHARGED43 L-M-M-06-P 15.75 0 12:12 14.48 1.09 5.01 0.51 2.00 1.00 521.00 0.51 SURCHARGED44 L-M-M-07-P 15.74 0 12:12 15.82 0.99 5.01 0.35 2.00 1.00 501.00 0.53 SURCHARGED45 L-M-M-08-P 15.74 0 12:12 16.87 0.93 5.01 0.53 2.00 1.00 455.00 0.35 SURCHARGED46 L-M-M-09-P 15.07 0 13:49 14.70 1.02 4.80 0.29 2.00 1.00 443.00 0.49 SURCHARGED47 L-M-M-10-P 15.06 0 13:49 13.62 1.11 4.79 0.34 2.00 1.00 440.00 0.47 SURCHARGED48 L-M-M-11-P 15.06 0 13:49 17.52 0.86 4.80 0.32 2.00 1.00 436.00 0.54 SURCHARGED49 L-M-M-12-P 14.90 0 13:50 15.49 0.96 4.74 1.02 2.00 1.00 385.00 0.06 SURCHARGED50 L-M-MRW-01-P 12.39 0 11:50 9.25 1.34 7.01 0.06 1.50 1.00 227.00 0.69 SURCHARGED51 L-M-MRW-02-P 12.23 0 11:47 11.95 1.02 6.92 0.38 1.50 1.00 288.00 0.77 SURCHARGED52 L-M-MRW-03-P 15.43 0 12:31 10.27 1.50 8.73 0.35 1.50 1.00 246.00 0.96 SURCHARGED53 L-M-MRW-04-P 15.43 0 12:31 23.77 0.65 8.73 0.34 1.50 1.00 131.00 1.80 SURCHARGED54 L-M-MRW-05-P 15.43 0 12:31 9.49 1.63 8.73 0.42 1.50 1.00 130.00 0.96 SURCHARGED55 L-M-MRW-06A-P 15.43 0 12:31 9.66 1.60 8.73 0.42 1.50 1.00 191.00 0.94 SURCHARGED56 L-M-MRW-07-P 9.88 0 13:32 13.36 0.74 3.15 1.10 2.00 1.00 1233.00 0.01 SURCHARGED57 L-M-MRW-08-P 7.84 0 12:08 13.35 0.59 2.50 1.42 2.00 1.00 1202.00 0.04 SURCHARGED58 L-M-MRW-09-P 7.84 0 12:08 13.87 0.57 2.50 1.27 2.00 1.00 1180.00 0.08 SURCHARGED59 L-M-MRW-10-P 7.84 0 12:08 13.87 0.57 2.50 1.27 2.00 1.00 1159.00 0.08 SURCHARGED60 L-M-MRW-11-P 5.24 0 14:01 14.15 0.37 2.06 1.70 2.00 1.00 1118.00 0.11 SURCHARGED61 L-M-MRW-12-P 5.62 0 12:12 12.92 0.43 2.02 2.46 2.00 1.00 1013.00 0.12 SURCHARGED62 L-M-MRW-13-P 5.18 0 14:00 6.44 0.80 2.93 0.82 1.50 1.00 1015.00 0.13 SURCHARGED63 L-M-MRW-14-P 5.19 0 14:00 6.21 0.84 2.93 0.46 1.50 1.00 974.00 0.14 SURCHARGED64 L-M-MRW-15-P 5.89 0 12:12 6.18 0.95 3.33 0.80 1.50 1.00 483.00 0.05 SURCHARGED65 L-M-MRW-16-P 5.88 0 12:12 6.12 0.96 3.33 0.90 1.50 1.00 439.00 0.10 SURCHARGED66 L-M-MRW-17-P 5.89 0 12:12 6.34 0.93 3.33 0.95 1.50 1.00 418.00 0.14 SURCHARGED67 L-M-MRW-18-P 4.66 0 14:01 2.02 2.30 5.93 0.17 1.00 1.00 433.00 0.30 SURCHARGED68 L-M-MRW-19-P 4.44 0 14:26 1.87 2.38 5.66 0.09 1.00 1.00 435.00 0.28 SURCHARGED69 L-M-MRW-21-P 5.32 0 12:13 8.10 0.66 7.95 0.43 0.80 0.80 0.00 0.13 Calculated70 L-M-MRW-22-P 5.32 0 12:13 3.34 1.59 6.86 0.15 0.96 0.96 0.00 1.06 > CAPACITY71 L-M-NE-01-P 4.97 0 11:55 3.59 1.38 6.33 0.39 1.00 1.00 366.00 0.77 SURCHARGED72 L-M-NE-02-P 4.97 0 11:54 3.03 1.64 6.33 0.36 1.00 1.00 410.00 0.65 SURCHARGED73 L-M-NE-03-P 3.00 0 17:39 2.82 1.06 3.82 0.06 1.00 1.00 424.00 0.49 SURCHARGED74 L-M-NE-04-P 3.20 0 12:01 3.01 1.07 4.08 0.52 1.00 1.00 413.00 0.60 SURCHARGED75 L-M-NE-05-P 3.47 0 12:02 3.89 0.89 4.51 0.59 1.00 1.00 392.00 0.89 SURCHARGED76 L-M-NE-06-P 3.50 0 11:59 3.89 0.90 4.86 0.37 1.00 1.00 383.00 0.89 SURCHARGED77 L-M-NE-07-P 3.61 0 11:59 3.97 0.91 5.00 0.35 1.00 1.00 373.00 0.91 SURCHARGED78 L-M-NE-08-P 3.73 0 11:58 3.82 0.98 4.89 0.36 1.00 1.00 312.00 0.90 SURCHARGED79 L-M-NE-09-P 3.91 0 11:55 3.66 1.07 4.98 0.22 1.00 1.00 239.00 0.89 SURCHARGED80 L-M-NE-10-P 4.16 0 11:54 3.09 1.35 5.30 0.23 1.00 1.00 223.00 0.80 SURCHARGED81 L-M-NE-11-P 2.87 0 11:54 4.65 0.62 3.66 0.15 1.00 1.00 213.00 0.89 SURCHARGED

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Pipe ResultsSN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel Peak Flow Peak Flow Total Time Froude Reported

ID Flow Peak Flow Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number ConditionOccurrence Ratio Total Depth

Ratio(cfs) (days hh:mm) (cfs) (ft/sec) (min) (ft) (min)

82 L-M-NE-12-P 5.17 0 12:45 4.57 1.13 6.58 0.67 1.00 1.00 170.00 1.35 SURCHARGED83 L-M-NE-13-P 3.39 0 12:14 4.57 0.74 4.32 0.83 1.00 1.00 151.00 1.04 SURCHARGED84 L-M-NE-14-P 3.99 0 12:12 4.56 0.87 5.16 0.32 1.00 1.00 146.00 1.35 SURCHARGED85 L-M-NE-15-P 4.11 0 12:10 4.57 0.90 5.45 0.43 1.00 1.00 76.00 1.38 SURCHARGED86 L-M-NE-16-P 4.52 0 12:09 4.56 0.99 5.75 0.31 1.00 1.00 53.00 1.40 SURCHARGED87 L-M-NE-17-P 4.83 0 12:08 4.56 1.06 6.15 0.29 1.00 1.00 47.00 1.41 SURCHARGED88 L-M-NE-18-P 5.35 0 12:06 3.46 1.54 6.81 0.36 1.00 1.00 44.00 1.09 SURCHARGED89 L-M-NE-19-P 2.08 0 12:04 2.62 0.80 2.65 0.08 1.00 1.00 45.00 0.68 SURCHARGED90 L-M-NE-20-P 3.74 0 12:12 2.73 1.37 4.77 0.42 1.00 1.00 40.00 0.85 SURCHARGED91 L-M-NE-21-P 3.75 0 12:12 2.73 1.37 4.77 0.39 1.00 1.00 36.00 0.85 SURCHARGED92 L-M-NE-22-P 3.74 0 12:12 2.73 1.37 4.77 0.86 1.00 1.00 32.00 0.87 SURCHARGED93 L-M-SB-01-P 44.46 0 12:12 49.97 0.89 6.29 0.61 3.00 1.00 568.00 0.51 SURCHARGED94 L-M-SB-02-P 45.27 0 12:11 54.58 0.83 6.40 0.27 3.00 1.00 567.00 0.58 SURCHARGED95 L-M-SB-03-P 45.26 0 12:11 54.61 0.83 6.40 0.62 3.00 1.00 563.00 0.61 SURCHARGED96 L-M-SB-04-P 45.27 0 12:11 54.57 0.83 6.53 0.64 3.00 1.00 559.00 0.65 SURCHARGED97 L-M-SB-05-P 45.27 0 12:11 54.58 0.83 6.55 0.53 3.00 1.00 555.00 0.65 SURCHARGED98 L-M-SB-06-P 40.11 0 13:06 54.45 0.74 6.36 0.53 3.00 1.00 548.00 0.64 SURCHARGED99 L-M-SB-07-P 40.11 0 13:06 54.55 0.74 6.33 0.50 3.00 1.00 540.00 0.64 SURCHARGED

100 L-M-SB-08-P 38.27 0 13:49 54.55 0.70 6.17 0.52 3.00 1.00 523.00 0.64 SURCHARGED101 L-M-SB-09-P 38.29 0 13:49 54.55 0.70 5.93 0.26 3.00 1.00 494.00 0.61 SURCHARGED102 L-M-SB-10-P 60.87 0 12:25 54.38 1.12 8.61 0.22 3.00 1.00 444.00 0.60 SURCHARGED103 L-M-SB-11-P 42.59 0 15:24 82.87 0.51 4.84 0.30 3.50 1.00 399.00 0.57 SURCHARGED104 L-M-SB-12-P 60.01 0 12:30 82.31 0.73 6.24 0.59 3.50 1.00 369.00 0.69 SURCHARGED105 L-M-SB-13-P 60.01 0 12:30 82.17 0.73 6.48 0.51 3.50 1.00 357.00 0.79 SURCHARGED106 L-M-SB-14-P 60.02 0 12:30 82.65 0.73 6.24 0.24 3.50 1.00 345.00 0.76 SURCHARGED107 L-M-SB-15-P 60.02 0 12:30 82.15 0.73 6.24 0.30 3.50 1.00 301.00 0.74 SURCHARGED108 L-M-SB-16-P 33.57 0 12:10 42.90 0.78 6.84 0.03 2.50 1.00 362.00 0.40 SURCHARGED109 L-M-SB-17-P 34.50 0 12:10 31.56 1.09 7.03 0.33 2.50 1.00 237.00 0.82 SURCHARGED110 L-M-SB-18-P 34.51 0 12:09 31.30 1.10 7.03 0.69 2.50 1.00 222.00 0.86 SURCHARGED111 L-M-SB-19-P 34.52 0 12:09 31.28 1.10 7.03 0.46 2.50 1.00 215.00 0.88 SURCHARGED112 L-M-SB-20-P 34.60 0 12:10 30.22 1.14 7.05 0.03 2.50 1.00 214.00 0.66 SURCHARGED113 L-M-WG-01-P 1.36 0 11:37 2.75 0.50 2.31 0.20 1.00 1.00 300.00 0.41 SURCHARGED114 L-M-WG-02-P 3.64 0 12:08 2.71 1.34 4.63 0.13 1.00 1.00 273.00 0.56 SURCHARGED115 L-M-WG-03-P 4.87 0 12:12 5.01 0.97 6.20 0.39 1.00 1.00 207.00 1.17 SURCHARGED116 L-M-WG-04-P 5.11 0 12:04 5.15 0.99 6.51 0.45 1.00 1.00 42.00 1.53 SURCHARGED117 L-M-WPD-01-P 25.17 0 12:11 23.22 1.08 8.01 0.23 2.00 1.00 247.00 0.95 SURCHARGED118 L-M-WPD-02-P 25.70 0 12:10 17.28 1.49 8.18 0.44 2.00 1.00 250.00 0.74 SURCHARGED119 L-M-WPD-03-P 18.06 0 12:11 17.15 1.05 5.75 0.31 2.00 1.00 256.00 0.65 SURCHARGED120 L-M-WPD-04-P 21.25 0 12:09 17.61 1.21 6.76 0.43 2.00 1.00 344.00 0.59 SURCHARGED121 L-M-WPD-05-P 31.80 0 12:08 16.66 1.91 10.12 0.28 2.00 1.00 351.00 0.60 SURCHARGED122 L-M-WPD-06-P 31.88 0 12:06 17.13 1.86 10.15 0.26 2.00 1.00 578.00 0.44 SURCHARGED123 L-M-WPD-07-P 30.89 0 12:03 26.99 1.14 9.83 0.26 2.00 1.00 476.00 0.71 SURCHARGED124 L-M-WPD-08-P 25.25 0 12:02 28.86 0.88 8.04 0.36 2.00 1.00 421.00 1.00 SURCHARGED125 L-M-WPD-09-P 14.26 0 11:58 16.03 0.89 8.45 0.23 1.50 1.00 354.00 1.23 SURCHARGED126 L-M-WPD-10-P 14.47 0 11:57 16.05 0.90 8.19 0.29 1.50 1.00 296.00 1.28 SURCHARGED127 L-M-WPD-11-P 15.24 0 11:57 16.11 0.95 8.86 0.48 1.50 1.00 246.00 1.54 SURCHARGED128 L-M-WPD-12-P 15.64 0 11:55 16.07 0.97 8.96 0.36 1.50 1.00 238.00 1.55 SURCHARGED129 L-M-WPD-13-P 15.81 0 11:53 16.09 0.98 8.94 0.42 1.50 1.00 228.00 1.56 SURCHARGED130 L-M-WPD-14-P 11.12 0 12:19 16.06 0.69 6.29 0.31 1.50 1.00 188.00 0.51 SURCHARGED131 L-M-WPD-15-P 12.21 0 12:14 16.12 0.76 6.91 0.61 1.50 1.00 22.00 1.70 SURCHARGED132 L-M-WPD-16-P 12.21 0 12:14 15.94 0.77 7.74 0.31 1.50 1.00 14.00 1.80 SURCHARGED133 L-M-WPD-17-P 12.21 0 12:14 15.82 0.77 8.30 0.31 1.50 1.00 11.00 1.79 SURCHARGED134 L-M-WPD-18-P 12.21 0 12:14 18.12 0.67 9.58 0.45 1.29 0.88 0.00 2.06 Calculated135 L-M-WPD-19-P 12.25 0 12:13 7.88 1.55 7.10 0.23 1.40 0.94 0.00 0.89 > CAPACITY136 L-M-WPD-20-P 12.25 0 12:13 1.96 6.24 6.93 0.16 1.50 1.00 24.00 0.53 SURCHARGED137 L-M-WPD-21-P 12.25 0 12:13 7.35 1.67 6.93 0.35 1.50 1.00 28.00 0.85 SURCHARGED138 L-M-WPD-22-P 8.98 0 12:21 6.92 1.30 5.08 0.23 1.50 1.00 30.00 0.78 SURCHARGED139 L-M-WPD-23-P 8.67 0 12:18 13.92 0.62 7.44 0.14 1.19 0.79 0.00 1.57 Calculated140 L-M-WPD-25-P 3.27 0 12:02 1.37 2.40 4.79 0.60 0.83 0.83 0.00 0.49 > CAPACITY

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Storage Nodes

Storage Node : ST-M-HW-01-CH

Input Data

97.86106.028.1697.860.000.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Heather Woods Chambers

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0.000 252.4500 0.0000.083 252.4500 20.950.167 252.4500 42.160.250 252.4500 63.110.333 252.4500 84.060.417 252.4500 105.270.500 252.4500 126.220.583 252.4500 147.170.667 252.4500 168.380.750 252.4500 189.330.833 252.4500 210.280.917 252.4500 231.491.000 252.450 252.441.001 522.7500 252.831.167 521.5288 339.511.250 518.9222 382.691.333 516.0818 425.641.417 513.3819 468.881.500 510.0913 511.351.583 506.4254 553.541.667 502.7569 595.931.750 498.4643 637.481.833 494.1899 678.681.917 489.1722 719.982.000 484.1642 760.372.083 479.5020 800.362.167 473.1143 840.372.250 467.0084 879.392.333 460.4705 917.882.417 453.4651 956.272.500 446.1268 993.602.583 439.0766 1030.342.667 430.4318 1066.862.750 418.3034 1102.082.833 407.3668 1136.352.917 396.9421 1170.133.000 383.9705 1202.543.083 368.8122 1233.783.167 350.5797 1263.993.250 326.3752 1292.083.333 286.9598 1317.533.417 272.3913 1341.023.500 258.5700 1363.053.583 252.4500 1384.263.667 252.4500 1405.473.750 252.4500 1426.423.833 252.4500 1447.373.917 252.4500 1468.584.000 252.4500 1489.534.001 0 1489.668.16 0 1489.66

Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................

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Storage Node : ST-M-HW-01-CH (continued)

Output Summary Results

10.5810.589.681.75105.347.48104.356.490 12:124.073000.00

Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................

Peak Inflow (cfs) .......................................................Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................

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Storage Node : ST-M-MRW-19-PD

Input Data

131.00136.005.00131.000.0042218.000.00

Infiltration/Exfiltration

2.4100

Storage Area Volume CurvesStorage Curve : Park Way Circle Pond

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 129 0.0001 641 385.002 5079 3245.003 19943 15756.004 29298 40376.505 42218 76134.50

Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................Evaporation Loss ......................................................

Exfiltration Rate (in/hr) ..............................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................

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Shortened Bypass Model - 100-Year Event

Appendix B Page 153 of 157

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Storage Node : ST-M-MRW-19-PD (continued)

Output Summary Results

21.6213.084.44142.13136.025.02132.221.220 14:1359.8860.22330.00

Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................Total Flooded Volume (ac-in) ...................................Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................Max HGL Elevation Attained (ft) ...............................Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................

Peak Inflow (cfs) .......................................................

Shortened Bypass Model - 100-Year Event

Appendix B Page 154 of 157

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Storage Node : ST-M-SB-01-PD

Input Data

58.8071.0012.2058.800.0035586.000.00

Storage Area Volume CurvesStorage Curve : ShortenBypass

Stage Storage StorageArea Volume

(ft) (ft²) (ft³)0 28.3 0.000

7.1 28.3 200.937.2 232.8 213.998.2 4359 2509.899.2 5562 7470.39

10.2 6944 13723.3911.2 8460 21425.3912.2 11528 31419.39

Evaporation Loss ......................................................

Invert Elevation (ft) ...................................................Max (Rim) Elevation (ft) ............................................Max (Rim) Offset (ft) .................................................Initial Water Elevation (ft) .........................................Initial Water Depth (ft) ..............................................Ponded Area (ft²) ......................................................

Shortened Bypass Model - 100-Year Event

Appendix B Page 155 of 157

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Shortened Bypass Model - 100-Year Event

Appendix B Page 156 of 157

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Storage Node : ST-M-SB-01-PD (continued)

Output Summary Results

79.470.0040.950.0072.3113.5164.075.270 15:530.00018.154520.00

Total Time Flooded (min) .........................................Total Retention Time (sec) .......................................

Max HGL Depth Attained (ft) ....................................Average HGL Elevation Attained (ft) ........................Average HGL Depth Attained (ft) .............................Time of Max HGL Occurrence (days hh:mm) ..........Total Exfiltration Volume (1000-ft³) ..........................Total Flooded Volume (ac-in) ...................................

Peak Inflow (cfs) .......................................................Peak Lateral Inflow (cfs) ...........................................Peak Outflow (cfs) ....................................................Peak Exfiltration Flow Rate (cfm) .............................Max HGL Elevation Attained (ft) ...............................

Shortened Bypass Model - 100-Year Event

Appendix B Page 157 of 157

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Appendix C 

Construction Cost Estimates 

   

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Westpark Stormwater Bypass Reconstruction

MOA PM&E Project Number 18‐16

Item Section Estimated Unit Bid Total Bid

No. No. Quantity Price Price

20.02 Storm Water Pollution Prevention Plan

1 $25,000

Per LS

20.04 Clearing and Grubbing

6 $15,000

Per AC

20.09 Remove Pavement

4,600 $5

Per SY

20.10 Unusable Excavation

4,000 $18

Per CY

20.13 Trench Excavation and Backfill (Various Depths)

5,400 $80

Per LF

20.16 Bedding Material (Class D)

8,400 $35

Per TN

20.21 Classified Fill and Backfill (Type II)

6,800 $22

Per TN

20.21 Classified Fill and Backfill (Type IIA)

890 $22

Per TN

20.22 Leveling Course

510 $45

Per TN

20.27 Disposal of Unsuitable or Surplus Material

7,000 $18

Per CY

30.02 P.C.C. Curb and Gutter (All Types)

1,600 $35

Per LF

30.03 P.C.C. Sidewalk (4" Thick)  (Standard Finish)

440 $70

Per SY

40.06 A. C. Pavement (Class E)

510 $100

Per TN

55.02 Furnish, Install and Televise Pipe (48" CPEP, Type S)

2,650 $200

Per LF

55.02 Furnish, Install and Televise Pipe (42" CPEP, Type S)

210 $200

Per LF

$72,0004

$23,0003

14 $530,000

15 $42,000

13 $51,000

11 $56,000

6 $294,000

7 $149,600

12 $30,800

10 $126,000

9 $22,950

2 $91,500

Alternative 1 ‐ Extended Bypass

Engineer's Construction Estimate for DSR

Work Description

1 $25,000

Schedule A: Storm Drain

8 $19,580

5 $432,000

Appendix C Page 1 of 9

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Westpark Stormwater Bypass Reconstruction

MOA PM&E Project Number 18‐16

Item Section Estimated Unit Bid Total Bid

No. No. Quantity Price Price

Alternative 1 ‐ Extended Bypass

Engineer's Construction Estimate for DSR

Work Description

55.02 Furnish, Install and Televise Pipe (36", Type S)

520 $180

Per LF

55.02 Furnish, Install and Televise Pipe (30", Type S)

1,910 $150

Per LF

55.04 Connect to Existing Storm Drain Manhole

6 $2,800

Per EA

55.05 Construct Type II Manhole

10 $8,000

Per EA

55.05 Construct Type III Manhole (96‐Inch)

21 $18,000

Per EA

55.11 Remove Manhole

15 $1,300

Per EA

65.02 Construction Survey Measurement

1 $50,000

Per LS

65.02 Two‐Person Survey Crew

46 $250

Per HR

70.07 Remove Pipe

1,500 $15

Per LF

70.10

1,580 $10

Per LF

70.12 Traffic Maintenance

1 $50,000

Per LS

75.03 Topsoil (4‐inch depth)

270 $615

Per MSF

75.04 Seeding (Schedule A)

270 $350

Per MSF

17 $286,500

16 $93,600

18 $16,800

27 $166,050

26 $50,000

25

Inlaid Traffic Markings (Methyl Methacrylate, 4" Yellow, 125 

Mils) $15,800

24 $22,500

22

28 $94,500

$50,000

23 $11,500

19 $80,000

20 $378,000

21 $19,500

Appendix C Page 2 of 9

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Westpark Stormwater Bypass Reconstruction

MOA PM&E Project Number 18‐16

Item Section Estimated Unit Bid Total Bid

No. No. Quantity Price Price

Alternative 1 ‐ Extended Bypass

Engineer's Construction Estimate for DSR

Work Description

20.04 Clearing & Grubbing

2 $15,000

Per AC

20.10 Unusable Excavation

25,000 $18

Per CY

20.25 Geotextile Fabric (Type C ‐ Impervious)

8,700 $5

Per SY

75.03 Topsoil (4‐inch depth)

80 $615

Per MSF

75.04 Seeding (Schedule A)

80 $350

Per MSF

75.xx Landscaping and Vegetation

1 $150,000

Per LS

This construction cost is not the total project cost.

31 $43,500

32 $49,200

34 $150,000

33 $28,000

29 $27,000

30 $450,000

Schedule B: Detention Pond

$3,997,880Construction Total

Appendix C Page 3 of 9

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Westpark Stormwater Bypass Reconstruction MOA PM&E Project Number 18‐16 

 

Key Assumptions and Notes for the Engineer’s Construction Cost Estimate (DSR) for 

Alternative 1 – Extended Bypass 

 

1. This estimate assumes the project will be constructed prior to future Sonoma Glen development along the north 

end of Dry Creek Loop and all of Chalk Hill Loop. 

2. Pathway width, sidewalk width, road width, and material thicknesses will match existing 

3. Roadway and pathway structural section materials are imported and not obtained from excavated material.  

4. Pipe bedding material is imported and not obtained from excavated material.  

5. Excavated material is suitable to be used as trench backfill, outside of pipe bedding and structural section areas. 

6. Strom drain thaw systems are not anticipated to be needed. 

7. Trench box construction is used along Westpark Drive to eliminate impacts to the road and curb. 

8. Proposed improvements will not require relocation of water or sewer pipes.  

9. Acquisition of six parcels (from a tract that is not yet subdivided) is required for the stormwater detention area 

with an estimated value of $150,000 each. 

10. Temporary construction permits are attainable for impacts outside of ROW. 

11. Unit prices are based on recent municipal bid tabs through year 2018. 

12. Estimate is an approximation and is not based on detailed design. A detailed and specific estimate requires a 

detailed design. 

Appendix C Page 4 of 9

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Westpark Stormwater Bypass Reconstruction

MOA PM&E Project Number 18‐16

Item Section Estimated Unit Bid Total Bid

No. No. Quantity Price Price

20.02 Storm Water Pollution Prevention Plan

1 $25,000

Per LS

20.04 Clearing and Grubbing

3 $15,000

Per AC

20.09 Remove Pavement

2,000 $5

Per SY

20.10 Unusable Excavation

2,000 $18

Per CY

20.13 Trench Excavation and Backfill (Various Depths)

3,500 $80

Per LF

20.16 Bedding Material (Class D)

4,900 $35

Per TN

20.21 Classified Fill and Backfill (Type II)

3,400 $22

Per TN

20.21 Classified Fill and Backfill (Type IIA)

520 $22

Per TN

20.22 Leveling Course

220 $45

Per TN

20.27 Disposal of Unsuitable or Surplus Material

4,000 $18

Per CY

30.02 P.C.C. Curb and Gutter (All Types)

1,000 $35

Per LF

30.03 P.C.C. Sidewalk (4" Thick)  (Standard Finish)

260 $70

Per SY

40.06 A. C. Pavement (Class E)

220 $100

Per TN

55.02 Furnish, Install and Televise Pipe (42" CPEP, Type S)

850 $200

Per LF

55.02 Furnish, Install and Televise Pipe (36", Type S)

1,800 $180

Per LF

1 $25,000

Alternative 2 ‐ Shortened Bypass

Engineer's Construction Estimate for DSR

Work Description

2 $42,000

3 $10,000

4 $36,000

5 $280,000

6 $171,500

7 $74,800

8 $11,440

9 $9,900

10 $72,000

14 $170,000

15 $324,000

11 $35,000

12 $18,200

13 $22,000

Appendix C Page 5 of 9

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Westpark Stormwater Bypass Reconstruction

MOA PM&E Project Number 18‐16

Item Section Estimated Unit Bid Total Bid

No. No. Quantity Price Price

Alternative 2 ‐ Shortened Bypass

Engineer's Construction Estimate for DSR

Work Description

55.02 Furnish, Install and Televise Pipe (30", Type S)

820 $150

Per LF

55.04 Connect to Existing Storm Drain Manhole

1 $2,800

Per EA

55.05 Construct Type II Manhole

17 $8,000

Per EA

55.05 Construct Type III Manhole (96‐Inch)

8 $18,000

Per EA

55.11 Remove Manhole

13 $1,300

Per EA

65.02 Construction Survey Measurement

1 $30,000

Per LS

65.02 Two‐Person Survey Crew

46 $250

Per HR

70.07 Remove Pipe

1,100 $15

Per LF

70.10

930 $10

Per LF

70.12 Traffic Maintenance

1 $30,000

Per LS

75.03 Topsoil (4‐inch depth)

130 $615

Per MSF

75.04 Seeding (Schedule A)

130 $350

Per MSF

This construction cost is not the total project cost.

16 $123,000

17 $2,800

18 $136,000

19 $144,000

20 $16,900

21 $30,000

22 $11,500

23 $16,500

24

Inlaid Traffic Markings (Methyl Methacrylate, 4" Yellow, 125 

Mils) $9,300

Construction Total $1,947,290

25 $30,000

26 $79,950

27 $45,500

Appendix C Page 6 of 9

Page 178: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Westpark Stormwater Bypass Reconstruction MOA PM&E Project Number 18‐16 

 

Key Assumptions and Notes for the Engineer’s Construction Cost Estimate (DSR) for 

Alternative 2 – Shortened Bypass  

 

1. This project is constructed prior to future Sonoma Glen development along the north end of Dry Creek Loop and 

all of Chalk Hill Loop. 

2. Pathway width, sidewalk width, road width, and material thicknesses will match existing. 

3. Roadway and pathway structural section materials are imported and not obtained from excavated material.  

4. Pipe bedding material is imported and not obtained from excavated material.  

5. Excavated material is suitable to be used as trench backfill, outside of pipe bedding and structural section areas. 

6. Storm drain thaw systems are not anticipated to be needed. 

7. One parcel (from a tract that is not yet subdivided) is required for the new bypass pipe with an estimated value 

of $150,000. 

8. Trench box construction is used along Westpark Drive to eliminate impacts to road and curb. 

9. Proposed improvements will not require relocation of water or sewer pipes. 

10. Temporary construction permits are attainable for impacts outside of ROW. 

11. Unit prices are based on recent municipal bid tabs through year 2018.

12. Estimate is an approximation and is not based on detailed design. A detailed and specific estimate requires a 

detailed design. 

Appendix C Page 7 of 9

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Westpark Stormwater Bypass Reconstruction

MOA PM&E Project Number 18‐16

Item Section Estimated Unit Bid Total Bid

No. No. Quantity Price Price

20.02 Storm Water Pollution Prevention Plan

1 $15,000

Per LS

20.04 Clearing and Grubbing

2.1 $15,000

Per AC

20.10 Unusable Excavation

22,000 $18

Per CY

20.17 Furnish Filter Material

100 $80

Per TN

20.24 Riprap (Class I)

90 $160

Per CY

55.02 Furnish , Install and Televise 24" CPEP Type S

35 $80

Per LF

55.04 Connect to Existing Storm Drain Manholes

1 $2,500

Per EA

65.02 Construction Survey Measurement

1 $30,000

Per LS

65.02 Two‐Person Survey Crew

20 $250

Per HR

75.03 Topsoil (4‐inch depth)

70 $550

Per MSF

75.04 Seeding (Schedule A)

1 $30,000

Per MSF

75.xx Engineered Soil

2,760 $45

Per CY

75.xx Landscape Improvements

1 $100,000

This construction cost is not the total project cost.

1 $15,000

11 $30,000

12 $124,200

7 $2,500

6 $2,800

4 $8,000

2 $31,500

3 $396,000

Alternative 3 ‐ Bioswale

Engineer's Construction Estimate for DSR

Work Description

9 $5,000

8 $30,000

5 $14,400

Construction Total $797,900

10 $38,500

13 $100,000

Appendix C Page 8 of 9

Page 180: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

Westpark Stormwater Bypass Reconstruction MOA PM&E Project Number 18‐16 

Key Assumptions and Notes for the Engineer’s Construction Cost Estimate (DSR) for 

Alternative 3 – Bioswale 

1. Soil conditions will permit construction of a swale with 2(H):1(V) swale side slopes.

2. Soil conditions will permit conventional excavation techniques.

3. Maintenance access is not required for entire length of swale.

4. Unit prices are based on recent municipal bid tabs through year 2018.

5. There will be no unforeseen utility costs.

6. Estimate is an approximation and is not based on detailed design. A detailed and specific estimate requires a

detailed design.

Appendix C Page 9 of 9

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Appendix D 

Bioswale Conceptual Design Drawings 

   

Page 182: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

TYPICAL SECTION BIOSWALE

Appendix D Page 1 of 4

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File:
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D:\Dropbox (AWR Engineering, LLC)\Jobs\1200 MOA\04 Westpark\CAD\DSR\C1-TypicalSection.dwg
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TYPICAL SECTION
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N/A
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N/A
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C4
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C1
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FILE DATE: 7/15/197/15/19
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SCALE:
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1
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NTS
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NOTE: 1.VEGETATION FOR BIOSWALE TO BE DETERMINED.VEGETATION FOR BIOSWALE TO BE DETERMINED.
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JD/AH
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JD/AH/TG
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JD/AH
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SCALE
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CONSULTANT
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SEAL
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HOR.
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VER.
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DATE
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STATUS
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SHEET
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GRID
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RECORD DRAWING
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REVISIONS
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LOCATION
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VERTICAL DATUM
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CONSTRUCTION RECORD
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FIELD BOOKS
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INSPECTOR
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ASBUILT
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CONTRACTOR
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STAKING
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DESIGN
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ELECTRIC
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STORM SEWER
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WATER/SANITARY SEWER
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PROFILE
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BASE
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PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
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THIS WILL SERVE TO CERTIFY THAT THESE RECORD DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR:______________________________________________ BY:_____________________________________________________ TITLE:___________________________________________________ DATE:___________________________________________________
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4011 ARCTIC BLVD. SUITE 106 ANCHORAGE, AK 99503 PHONE:(907) 441-2973 (907) 441-2973 AECL 1470
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WESTPARK STORMWATER BYPASS RECONSTRUCTION
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18-16
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JULY 2019
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DSR
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SW2323
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SCHED:
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A
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DESIGNED BY:
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GAAB 72
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EXISTING GROUND
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BIOSWALE DEPTH 3' MIN
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4" TOPSOIL AND SEED (TYP)
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SOUTH POND

Feet

0 20 40

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APPROX. EDGE OF POND
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APRON
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EASEMENT
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PROPERTY (LOT) LINE
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BIOSWALE CHANNEL BOTTOM
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CUT SLOPE LIMIT (TYP)
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CUT SLOPE LIMIT (TYP)
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1.0%
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BIOSWALE FLOW LINE
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ORIGINAL GROUND
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SCALE
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CONSULTANT
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SEAL
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HOR.
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VER.
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DATE
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STATUS
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SHEET
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GRID
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RECORD DRAWING
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REVISIONS
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LOCATION
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VERTICAL DATUM
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CONSTRUCTION RECORD
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FIELD BOOKS
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INSPECTOR
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ASBUILT
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CONTRACTOR
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STAKING
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DESIGN
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BM NO.
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ELEV.
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PLAN CHECK
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MUNICIPAL/STATE
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PRELIMINARY/FINAL
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TELEPHONE
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QUANTITIES
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ELECTRIC
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DESIGN
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REV
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DATE
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DESCRIPTION
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BY
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of
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DATA
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TOPOGRAPHY
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STORM SEWER
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GAS
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WATER/SANITARY SEWER
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PROFILE
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BASE
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DRAWN BY
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CHECKED BY
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A
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R
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C
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N
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PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
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THIS WILL SERVE TO CERTIFY THAT THESE RECORD DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR:______________________________________________ BY:_____________________________________________________ TITLE:___________________________________________________ DATE:___________________________________________________
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4011 ARCTIC BLVD. SUITE 106 ANCHORAGE, AK 99503 PHONE:(907) 441-2973 (907) 441-2973 AECL 1470
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WESTPARK STORMWATER BYPASS RECONSTRUCTION
AutoCAD SHX Text
18-16
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JULY 2019
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DSR
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SW2323
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SCHED:
AutoCAD SHX Text
A
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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GAAB 72
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DSR
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BIOSWALE PLAN AND PROFILE
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C4
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C2
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D:\Dropbox (AWR Engineering, LLC)\Jobs\1200 MOA\04 Westpark\CAD\DSR\CXX-SWALE-PP.dwg
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1":20'
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1":5'
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MATCH LINE STATION 3+50 SEE SHEET C3
Page 184: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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Appendix D Page 3 of 4

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APPROX. EDGE OF POND
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BIOSWALE CHANNEL BOTTOM
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BIOSWALE CHANNEL BOTTOM
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CUT SLOPE LIMIT (TYP)
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PROPERTY (LOT) LINE
AutoCAD SHX Text
EASEMENT
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CUT SLOPE LIMIT (TYP)
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text
BIOSWALE FLOW LINE
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTANT
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SEAL
AutoCAD SHX Text
HOR.
AutoCAD SHX Text
VER.
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DATE
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STATUS
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SHEET
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GRID
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RECORD DRAWING
AutoCAD SHX Text
REVISIONS
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LOCATION
AutoCAD SHX Text
VERTICAL DATUM
AutoCAD SHX Text
CONSTRUCTION RECORD
AutoCAD SHX Text
FIELD BOOKS
AutoCAD SHX Text
INSPECTOR
AutoCAD SHX Text
ASBUILT
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CONTRACTOR
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STAKING
AutoCAD SHX Text
DESIGN
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BM NO.
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ELEV.
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PLAN CHECK
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MUNICIPAL/STATE
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PRELIMINARY/FINAL
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TELEPHONE
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QUANTITIES
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ELECTRIC
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DESIGN
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REV
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DATE
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DESCRIPTION
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BY
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of
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DATA
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TOPOGRAPHY
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STORM SEWER
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GAS
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WATER/SANITARY SEWER
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PROFILE
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BASE
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DRAWN BY
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CHECKED BY
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A
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R
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C
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I
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P
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C
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H
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I
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N
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M
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U
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O
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I
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T
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A
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L
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A
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Y
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O
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F
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N
AutoCAD SHX Text
E
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G
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PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
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THIS WILL SERVE TO CERTIFY THAT THESE RECORD DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR:______________________________________________ BY:_____________________________________________________ TITLE:___________________________________________________ DATE:___________________________________________________
AutoCAD SHX Text
4011 ARCTIC BLVD. SUITE 106 ANCHORAGE, AK 99503 PHONE:(907) 441-2973 (907) 441-2973 AECL 1470
AutoCAD SHX Text
WESTPARK STORMWATER BYPASS RECONSTRUCTION
AutoCAD SHX Text
18-16
AutoCAD SHX Text
JULY 2019
AutoCAD SHX Text
DSR
AutoCAD SHX Text
SW2323
AutoCAD SHX Text
SCHED:
AutoCAD SHX Text
A
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
GAAB 72
AutoCAD SHX Text
DSR
AutoCAD SHX Text
BIOSWALE PLAN AND PROFILE
AutoCAD SHX Text
C4
AutoCAD SHX Text
C3
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D:\Dropbox (AWR Engineering, LLC)\Jobs\1200 MOA\04 Westpark\CAD\DSR\CXX-SWALE-PP.dwg
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1":20'
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1":5'
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MATCH LINE STATION 8+00 SEE SHEET C4
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MATCH LINE STATION 3+50 SEE SHEET C2
Page 185: Appendix A Outfall Pipe and Discharge Structure …...OUTFALL PIPE AND DISCHARGE STRUCTURE CONDITION ASSESSMENT PM&E PROJECT 18-16 October 2018 Prepared by: Stephl Engineering, LLC

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Appendix D Page 4 of 4

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EASEMENT (TYP)
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PROPERTY (LOT) LINE (TYP)
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EXISTING MANHOLE
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EXISTING STORM DRAIN
AutoCAD SHX Text
EXISTING STORM DRAIN
AutoCAD SHX Text
PROPOSED STORM DRAIN TRANSITION
AutoCAD SHX Text
APPROX. EDGE OF POND
AutoCAD SHX Text
APRON
AutoCAD SHX Text
BIOSWALE CHANNEL BOTTOM
AutoCAD SHX Text
CUT SLOPE LIMIT (TYP)
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
BIOSWALE FLOW LINE
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text
FLUME DESIGN TBD
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
HOR.
AutoCAD SHX Text
VER.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
STATUS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
GRID
AutoCAD SHX Text
RECORD DRAWING
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
VERTICAL DATUM
AutoCAD SHX Text
CONSTRUCTION RECORD
AutoCAD SHX Text
FIELD BOOKS
AutoCAD SHX Text
INSPECTOR
AutoCAD SHX Text
ASBUILT
AutoCAD SHX Text
CONTRACTOR
AutoCAD SHX Text
STAKING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
BM NO.
AutoCAD SHX Text
ELEV.
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
MUNICIPAL/STATE
AutoCAD SHX Text
PRELIMINARY/FINAL
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
QUANTITIES
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
REV
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BY
AutoCAD SHX Text
of
AutoCAD SHX Text
DATA
AutoCAD SHX Text
TOPOGRAPHY
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STORM SEWER
AutoCAD SHX Text
GAS
AutoCAD SHX Text
WATER/SANITARY SEWER
AutoCAD SHX Text
PROFILE
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BASE
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DRAWN BY
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CHECKED BY
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A
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R
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C
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I
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P
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C
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H
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I
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N
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M
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U
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O
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I
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T
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A
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L
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A
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Y
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O
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F
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N
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROJECT MANAGEMENT AND ENGINEERING DEPARTMENT
AutoCAD SHX Text
THIS WILL SERVE TO CERTIFY THAT THESE RECORD DRAWINGS ARE A TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR:______________________________________________ BY:_____________________________________________________ TITLE:___________________________________________________ DATE:___________________________________________________
AutoCAD SHX Text
4011 ARCTIC BLVD. SUITE 106 ANCHORAGE, AK 99503 PHONE:(907) 441-2973 (907) 441-2973 AECL 1470
AutoCAD SHX Text
WESTPARK STORMWATER BYPASS RECONSTRUCTION
AutoCAD SHX Text
18-16
AutoCAD SHX Text
JULY 2019
AutoCAD SHX Text
DSR
AutoCAD SHX Text
SW2323
AutoCAD SHX Text
SCHED:
AutoCAD SHX Text
A
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
GAAB 72
AutoCAD SHX Text
DSR
AutoCAD SHX Text
BIOSWALE PLAN AND PROFILE
AutoCAD SHX Text
C4
AutoCAD SHX Text
C4
AutoCAD SHX Text
D:\Dropbox (AWR Engineering, LLC)\Jobs\1200 MOA\04 Westpark\CAD\DSR\CXX-SWALE-PP.dwg
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1":20'
AutoCAD SHX Text
1":5'
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MATCH LINE STATION 8+00 SEE SHEET C3