2018.06.20 FSR-SWM Report - Simcoe

Proposed Golf Course Expansion: Big Bay Point Golf Club Town of Innisfil, Simcoe County

Prepared For: Next Nine Ltd

June 2018 Report Title:

Functional Servicing & Preliminary Stormwater Management Report

Civil Engineer: C.F. Crozier & Associates 57 John Street West Bradford, ON L3Z 2B4 905.952.3111

FUNCTIONAL SERVICING &

PRELIMINARY STORMWATER

MANAGEMENT REPORT

NEXT NINE LANDS

BIG BAY POINT GOLF CLUB

TOWN OF INNISFIL

COUNTY OF SIMCOE

PREPARED FOR:

NEXTNINE LIMITED

PREPARED BY:

C.F. CROZIER & ASSOCIATES INC.

57 JOHN STREET WEST

BRADFORD, ON L3Z 2B4

JUNE 2018

CFCA FILE NO. 1578-4974

The material in this report reflects best judgment in light of the

information available at the time of preparation. Any use which

a third party makes of this report, or any reliance on or decisions

made based on it, are the responsibilities of such third parties.

C.F. Crozier & Associates Inc. accepts no responsibility for

damages, if any, suffered by any third party as a result of

decisions made or actions based on this report.

Nextnine Limited Functional Servicing and Preliminary Stormwater Management Report

173-201-225 Big Bay Point Road, Town of Innisfil June 2018

C.F. Crozier & Associates Inc.

Project No. 1578-4974

Revision Number Date Comments

Rev.1 June, 2018 Issued for First Submission





TABLE OF CONTENTS

1.0 INTRODUCTION ......................................................................................................................... 1

2.0 SITE DESCRIPTION ..................................................................................................................... 1

3.0 WATER SERVICING .................................................................................................................... 1

4.0 SANITARY SERVICING ............................................................................................................. 2

5.0 DRAINAGE CONDITIONS ........................................................................................................ 2

5.1 Existing Drainage .............................................................................................................. 2

5.2 Proposed Drainage .......................................................................................................... 2

6.0 STORMWATER MANAGEMENT ................................................................................................ 3

6.1 Stormwater Quantity Control........................................................................................... 3

6.2 Stormwater Quality Control ............................................................................................. 5

6.3 Water Balance .................................................................................................................. 5

6.4 Phosphorus Budget ........................................................................................................... 5

7.0 EROSION AND SEDIMENT CONTROLS DURING CONSTRUCTION ........................................ 5

8.0 CONCLUSIONS AND RECOMMENDATIONS .......................................................................... 6





LIST OF TABLES

Table 1: Land Area Comparison

Table 2: Design Storm Information

Table 3: Pre- and Post- Development Flow Rates and Required Storage Volumes

LIST OF APPENDICES

Appendix A: Stormwater Management Calculations

Appendix B: Water Balance Calculations

Appendix C: Phosphorus Budget Calculations

LIST OF FIGURES

Figure 1: Site Location

Figure 2: Pre-Development Drainage Plan

Figure 3: Post Development Drainage Plan



C.F. Crozier & Associates Inc. Page 1 of 6


1.0 Introduction

C.F. Crozier & Associates Inc. (Crozier) was retained by Nextnine Limited to prepare a Functional

Servicing & Preliminary Stormwater Management Report to support the Official Plan and Zoning By-

law Amendment to permit the expansion of the existing Big Bay Point Golf Club at 173, 201, & 225

Big Bay Point Road in the Town of Innisfil, County of Simcoe.

The purpose of this report is to demonstrate that the proposed site can be developed in

accordance with the Town of Innisfil (Town), County of Simcoe (County) and the Lake Simcoe

Region Conservation Authority (LSRCA) guidelines from a functional servicing & preliminary

stormwater management perspective.

The following reports and design standards were referenced during the preparation of this report:

• Innisfil Official Plan (January 2017)

• LSRCA Technical Guidelines for Stormwater Management Submissions (June 2016)

• Town of Innisfil Engineering Design Standards and Specifications Manual (May 2016)

2.0 Site Description

The subject property is approximately 16.25 ha and is legally described as Part of Lots 29 & 30,

Concession 13, Town of Innisfil, County of Simcoe. The property is currently designated as a Natural

Environment Area (Innisfil Official Plan, January 2017) and zoned as agricultural lands. LSRCA

mapping demonstrates that a large portion of the site is located within a LSRCA Regulated Area

Boundary. Upon review of Southern Ontario Soils mapping the soils on the site are predominately

Schomberg silty clay loam.

The property is bounded by:

• Big Bay Point Road to the north

• Friday Harbour Development to the south and west

• Existing Residential lands to the east

Figure 1 illustrates the subject property.

The proposed development consists of a nine-hole golf course expansion to the south of the existing

Big Bay Point Golf Club. The course has been designed to have limited impact on the existing

property. Limited cart path construction and minimal earthworks and vegetation removal are

proposed. The proposed golf course does not include septic services or domestic water, as these

services are provided by the existing course. The proposed course will closely match the existing

topography and maintain pre-development drainage characteristics. As much as 60% of the

existing natural treed areas on the site are being maintained.

3.0 Water Servicing

Big Bay Point Golf and Country Club Limited currently holds a Permit To Take Water (6354-9M8JSR)

from Lake Simcoe to irrigate the existing 9 hole golf course. The Permit currently allows for a

maximum of 474,500 Litres/Day to be withdrawn from Lake Simcoe.

No irrigation infrastructure or facilities requiring water servicing are proposed on the golf course

expansion lands. A combination of drought resistant grasses, directing rainwater to the grass areas





and shade will be used to eliminate the need for irrigation. Future considerations may be given to

directing some of the irrigation water from the existing golf course to the expansion lands in times of

severe drought, but this is not anticipated in this application.

4.0 Sanitary Servicing

No sanitary servicing is proposed on the golf course expansion lands. Washroom facilities are

currently provided on the existing golf course.

5.0 Drainage Conditions

The subject property is largely located within the LSRCA regulated area and is located within close

proximity to Lake Simcoe to the north and south.

5.1 Existing Drainage

In order to accurately determine pre-development drainage conditions, Crozier undertook on-site

reconnaissance and review of existing topographic mapping. It was observed that the subject

property is currently covered by vegetation and contains several internal undrained areas. These

internal depression areas accept runoff from the higher elevation areas located on the site.

A small amount of external drainage from the rear-yards of the existing properties on West Street to

the east of the subject property currently drain onto the site. Pre-development drainage generally

flows from north to south to an internal undrained area in the southeast corner of the site. In a major

storm event, or when the undrained area is full, drainage would outlet overland towards the

property to the south and ultimately into Lake Simcoe.

The pre-development drainage pattern and areas are illustrated on Figure 2.

5.2 Proposed Drainage

The proposed golf course will have limited impact on the grading and drainage conditions of the

property. The development will consist primarily of well-maintained grass while maintaining some of

the existing woodlot areas. The grading of the golf course will closely match pre-development

conditions.

Runoff will match pre-development conditions, with drainage generally flowing from north to south to

the existing outlet in the southeast corner of the site.

The post-development drainage characteristics on the site are illustrated on Figure 3. Table 1

summarizes the pre-development and post-development drainage characteristics.





Table 1: Land Area Comparison

Conditions Catchment ID Pervious Area

(ha)

Impervious

Area

(ha)

Runoff Curve

Number

Pre-Development 101 16.25 0.00 71.0

EXT-110 0.75 0.00 77.5

Post-Development 201 15.90 0.35 74.6

EXT-110 0.75 0.00 77.5

6.0 Stormwater Management

Stormwater management design criteria for the proposed development was established from a

review of the Town of Innisfil Engineering Standards and the LSRCA Technical Guidelines for

Stormwater Management Submissions (June 2016). The stormwater management criteria include:

Quantity Control

• Provide post to pre control for all design storms (2, 5, 10, 25, 50 and 100-year)

Quality Control

• Enhanced Protection providing 80% TSS removal

• Removal of 80% of the annual post-development Total Phosphorus load

Erosion Control

• Use of source control and extended detention of the 25mm event

Water Balance

• Maintain annual pre-development infiltration quantities

The LSRCA Volume Control criteria does not apply to this project as there is less that 0.5 ha of new

impervious surface proposed on site.

6.1 Stormwater Quantity Control

The stormwater quantity control strategy for the development, as specified by the LSRCA, is to

provide post-to-pre stormwater quantity controls. Post-development peak flow rates closely match

pre-development levels, but quantity controls in the form of a dry pond facility are proposed to

meet the post-to-pre requirements. The design of this facility will be completed during detailed

design.

The stormwater management computer program Visual OTTYMO 5.0 was used to model the

proposed site conditions and stormwater system. Rainfall was simulated using the 12-hour SCS Type

II, 4-hour Chicago, and Regional (Hazel) rainfall distributions. Rainfall depths and intensities were

based on the MTO IDF Look Up Tool specific to the location of the subject development. Refer to

Appendix A for the hydrologic modelling parameters and Visual OTTHYMO 5.0 modeling output files.





The rainfall depths and IDF parameters for each design storm used in the model are summarized in

Table 2.

Table 2: Design Storm Information

12-Hour SCS

Type II 4-Hour Chicago Parameters

Return Period Rainfall Depth

(mm) A B C

2-year 46.8 442.489 1.5 0.722

5-year 61.2 590.515 1.5 0.725

10-year 70.8 685.289 1.5 0.725

25-year 82.8 801.305 1.5 0.724

50-year 92.4 892.038 1.5 0.725

100-year 100.8 976.496 1.5 0.724

Notes: Rainfall depths and IDF parameters based on the MTO IDF Look Up Tool (2018). A,B,C

parameters derived in Visual OTTHYMO 5.0.

The proposed location of the dry pond facility is illustrated on Figure 3.

A summary of pre- and post-development site flows and required storage volumes have been

provided in Table 3.

Table 3: Pre- and Post-Development Flow Rates and Required Storage Volumes

Return Period

Pre-

Development

Uncontrolled

Flow Rate

(m3/s)

Post-

Development

Uncontrolled

Flow Rate

(m3/s)

Post-

Development

Controlled Flow

Rate

(m3/s)

Storage

Volume

Required

(m3)

Storage

Volume

Provided

(m3)

4 H

ou

r C

hic

ag

o

2-year 0.095 0.136 0.064 541

2500

5-year 0.196 0.258 0.110 936

10-year 0.280 0.356 0.137 1296

25-year 0.402 0.494 0.172 1841

50-year 0.500 0.603 0.296 2038

100-year 0.607 0.722 0.449 2157

12

Ho

ur

SC

S

2-year 0.217 0.279 0.107 911

5-year 0.396 0.479 0.159 1625

10-year 0.534 0.629 0.291 2033

25-year 0.723 0.832 0.575 2238

50-year 0.885 1.003 0.808 2354

100-year 1.033 1.159 1.004 2437

Regional (Hazel) 1.742 1.810 1.798 - -





6.2 Stormwater Quality Control

It is likely that stormwater quality controls are not required for the site due to the limited impacts of

the golf course. However, a treatment train approach consisting of vegetative filter strips at the inlet

of the dry pond, a dry pond, and an enhanced grass swale at the outlet of the pond are proposed

and will provide water quality enhancement. The required 80% total suspend solid removals as per

the MOE Stormwater Management Planning and Design Manual (2003) will be met by the treatment

train.

6.3 Water Balance

The LSRCA requires maintaining pre-development water balance conditions. Due to the limited

impact of the golf course and limited impervious surfaces, the post-development water balance

conditions closely match the pre-development conditions. An open bottom dry pond is proposed

and will promote additional infiltration to closely match pre-development conditions. The dry pond

will be designed to infiltrate up to the 4 mm design storm across the subject property to meet the

pre-development conditions. The design of this facility will be completed during detailed design.

Refer to Appendix B for water balance calculations.

6.4 Phosphorus Budget

The LSRCA requires 80% Phosphorous removal for post-development conditions. To meet this

requirement and to promote infiltration, a treatment train approach is proposed. The combined

efforts of the enhanced grassed swales, vegetative filter strips and dry pond will remove 80% of the

post-development phosphorus load. Refer to Appendix C for the Phosphorus loading calculations.

7.0 Erosion and Sediment Controls During Construction

Erosion and sediment controls will be installed prior to the beginning of any construction activities.

They will be maintained until the site is stabilized or as directed by the Site Engineer of the Town.

Controls will be inspected after each significant rainfall event and maintained in proper working

condition.

The following erosion and sediment controls will be included during construction on the site:

• Silt Fencing

Silt fence will be installed where required to intercept sheet flow. Silt fence will be located

around the downstream side of the work zone limits. It should be noted that additional silt

fencing may be added based on field decisions by the Site Engineer prior to, during and

following construction.

• Rock Mud Mat

A rock mud mat will be installed at the entrance to the construction zone in order to prevent

mud tracking from the site onto the surrounding lands and perimeter roadway network.

• Dust Suppression

During construction activities, the Contractor is responsible to ensure that measures for dust

suppression are provided as required, such as the application of water or lime.





8.0 Conclusions and Recommendations

It is concluded that the proposed development can readily meet the servicing and stormwater

management objectives of the Town of Innisfil, County of Simcoe and LSRCA with the proposed

servicing, grading and stormwater management scheme as outlined in this report. As such, we

support the Official Plan and Zoning By-Law Amendment for the subject lands. Should you have any

questions regarding the enclosed material, please call the undersigned.

Respectfully submitted,

C.F. CROZIER & ASSOCIATES INC. C.F. CROZIER & ASSOCIATES INC.

K.J. Firth, P. Eng. Lucas Parsons, E.I.T

Associate Engineering Intern /bl

Q:\1500\1578-Nextnine Limited\4974-Next Nine Lands-Big Bay Point GC\Reports\2018.06.20 FSR-SWM Report.docx





APPENDIX A

Stormwater Management Calculations

Project Name: Next Nine Lands D.A. 101Project Number: 1578-4974 D.A. 16.25

Date:By: BL/LP

Type ID % Area AreaStsl 5 0.8125

Shsc-b 95 15.43750

Total Area Check 16.25

Soils Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area A*CNStsl - A 0 98 0 98 0 98 0 98 0 98 0 0Shsc-b - C 0 98 0 98 0 98 0 98 0 98 0 0

0 98 0 98 0 98 0 98 0 98 0 0Subtotal Area 0 0 0 0 0

Soils Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area A*CNStsl - A 0.81 32 0.00 51 0.00 50 0.00 49 0.00 68 0.81 26.00Shsc-b - C 15.44 73 0.00 76 0.00 50 0.00 79 0.00 82 15.44 1126.94

0.00 0.00 0.00 0.00 0.00 0.00 0.00Subtotal Area 16.25 0.00 0.00 0.00 0.00

16.250

0.00%71.016.25

RC Area RC Area RC Area RC Area A*RCWoodland 10 16.25 162.5 0.08 1 0.35 15 0 5.46813Meadow 8 0 0 0 0 0 0Wetland 16 0 0 0 0 0 0Lawn 5 0 0 0.15 0 0.22 0 0 0Cultivated 7 0 0 0 0 0 0Impervious 2 0 0 0 0 0 0Composite IA 16.25 10 0.3365

Flow Path Description Length (m) Drop (m) Slope (%) V/S0.5Velocity

(m/s)Tc (hr) Tp(hr)

TOTAL

Tp (hr)Tc (hr) Tp(hr) Tc (hr) Tp(hr)

Sheet Flow 565 11.3 2.00% 0.6 0.08 1.85 1.24 1.24 0.35 0.24 0.78 0.53

0.53Appropriate calculated time to peak: Appropriate Method: Airport

Time to Peak Inputs Uplands Bransby Williams Airport

Composite Runoff Coefficient

Schomberg Silty Clay 0Landuse IA (mm)

Area

(ha)A * IA

Sargent Gravelly

Total Area Check

Initial Abstraction and Tp Calculations

Initial Abstraction Composite Runoff Coefficient

Composite Area Calculations

Total Pervious AreaTotal Impervious Area% ImperviousComposite Curve Number

Pervious Landuses Present:Woodland Meadow Wetland Lawn Cultivated Subtotals

Impervious Landuses Present:Roadway Sidewalk Driveway Building SWMF Subtotals

Hydrologic GroupSargent Gravelly Sandy Loam ASchomberg Silty Clay Loam-Stony C

Hydrologic Parameters: CALIB NASHYD Command

6/15/2018

Pre Development Drainage Area: Catchment 101

Curve Number Calculation

Soil Types Present:

Q:\1500\1578-Nextnine Limited\4974-Next Nine Lands-Big Bay Point GC\Design\Civil_Water\2018.06.05 Hydrologic Parameters


Date:By: BL/LP


Shsc-b 95 0.71250


Soils Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area A*CNStsl - A 0 98 0 98 0 98 0 98 0 98 0 0Shsc-b - C 0 98 0 98 0 98 0 98 0 98 0 0

0 98 0 98 0 98 0 98 0 98 0 0Subtotal Area 0 0 0 0 0


0.00 0.00 0.00 0.00 0.00 0.00 0.00Subtotal Area 0.00 0.00 0.00 0.75 0.00

0.750

0.00%77.50.75

RC Area RC Area RC Area RC Area A*RCWoodland 10 0 0 0.08 0.00 0.35 0.00 0 0Meadow 8 0 0 0.00 0.00 0 0Wetland 16 0 0 0.00 0.00 0 0Lawn 5 0.75 3.75 0.15 0.04 0.22 0.71 0 0.16238Cultivated 7 0 0 0.00 0.00 0 0Impervious 2 0 0 0.00 0.00 0 0Composite IA 0.75 5 0.2165

Flow Path Description Length (m) Drop (m) Slope (%) V/S0.5 Velocity

(m/s)Tc (hr) Tp(hr)

TOTAL


Sheet Flow 15 0.5 3.33% 2.3 0.42 0.01 0.01 0.01 0.01 0.01 0.12 0.08

0.08Appropriate calculated time to peak: Appropriate Method: Airport

6/15/2018


Total Area Check



Landuse IA (mm)Area

(ha)A * IA

Sargent Gravelly


Schomberg Silty Clay 0


Total Pervious AreaTotal Impervious Area% ImperviousComposite Curve Number



Schomberg Silty Clay Loam-Stony C

Hydrologic Parameters: CALIB NASHYD CommandPre Development Drainage Area: Catchment 110


Soil Types Present:Hydrologic Group

Sargent Gravelly Sandy Loam A



Date:By: BL/LP


Shsc-b 95 15.43750


Soils Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area (ha) CN Area A*CNStsl - A 0 98 0 98 0.02 98 0 98 0 98 0.02 1.96Shsc-b - C 0 98 0 98 0.33 98 0 98 0 98 0.33 32.34

0 98 0 98 0 98 0 98 0 98 0 0Subtotal Area 0 0 0.35 0 0


0.00 0.00 0.00 0.00 0.00 0.00 0.00Subtotal Area 8.30 0.00 0.00 7.60 0.00

15.90.352.15%74.616.25

RC Area RC Area RC Area RC Area A*RCWoodland 10 8.3 83 0.08 0.41 0.35 7.89 0 2.79363Meadow 8 0 0 0.00 0.00 0 0Wetland 16 0 0 0.00 0.00 0 0Lawn 5 7.6 38 0.15 0.38 0.22 7.22 0 1.6454Cultivated 7 0 0 0.00 0.00 0 0Impervious 2 0.35 0.7 0.98 0.02 0.98 0.33 0 0.343Composite IA 16.25 7.48923 0.29428

Flow Path Description Length (m) Drop (m) Slope (%) V/S0.5 Velocity

(m/s)Tc (hr) Tp(hr)

TOTAL


Sheet Flow 565 11.3 2.00% 2.3 0.33 0.48 0.32 0.32 0.35 0.24 0.83 0.55

0.55

Schomberg Silty Clay Loam-Stony C

Hydrologic Parameters: CALIB NASHYD CommandPost Development Drainage Area: Catchment 201

6/15/2018


Soil Types Present:Hydrologic Group

Sargent Gravelly Sandy Loam A




Total Pervious AreaTotal Impervious Area% ImperviousComposite Curve NumberTotal Area Check



Landuse IA (mm)Area

(ha)A * IA

Sargent Gravelly Schomberg Silty Clay 0



Appropriate calculated time to peak: Appropriate Method: Airport


6/5/2018 IDF Curve Look-up - Ministry of Transportation

http://www.eng.uwaterloo.ca/~dprincz/mto_site/results_out.shtml?coords=44.394286,-79.524264&ext=fcst&year1=2018 1/2

Active coordinate44° 23' 45" N, 79° 31' 14" W (44.395833,-79.520833)

Retrieved: Tue, 05 Jun 2018 16:12:49 GMT

Location summaryThese are the locations in the selection.

IDF Curve: 44° 23' 45" N, 79° 31' 14" W (44.395833,-79.520833)

ResultsAn IDF curve was found.

Coordinate: 44.395833, -79.520833 IDF curve year: 2018

Map data ©2018 GoogleReport a map error

100-yr50-yr25-yr10-yr5-yr2-yr

10 100 1,000

10

100

Duration (mins)

Inte

nsity

(mm

/hr)

https://www.google.com/maps/@44.3950597,-79.5225487,8z/data=!10m1!1e1!12b1?source=apiv3&rapsrc=apiv3

https://maps.google.com/maps?ll=44.39506,-79.522549&z=8&t=m&hl=en-US&gl=US&mapclient=apiv3

6/5/2018 IDF Curve Look-up - Ministry of Transportation

http://www.eng.uwaterloo.ca/~dprincz/mto_site/results_out.shtml?coords=44.394286,-79.524264&ext=fcst&year1=2018 2/2

Coefficient summary

IDF Curve: 44° 23' 45" N, 79° 31' 14" W (44.395833,-79.520833)

Retrieved: Tue, 05 Jun 2018 16:12:49 GMT

Data year: 2010 IDF curve year: 2018

Statistics

Rainfall intensity (mm hr-1)

Duration 5-min 10-min 15-min 30-min 1-hr 2-hr 6-hr 12-hr 24-hr

2-yr 123.4 76.1 57.4 35.4 21.8 13.5 6.3 3.9 2.4

5-yr 163.2 100.6 75.8 46.7 28.8 17.8 8.3 5.1 3.1

10-yr 189.3 116.7 87.9 54.2 33.4 20.6 9.6 5.9 3.6

25-yr 222.3 137.0 103.2 63.6 39.2 24.2 11.2 6.9 4.3

50-yr 246.7 152.0 114.6 70.6 43.5 26.8 12.5 7.7 4.7

100-yr 270.6 166.7 125.6 77.4 47.7 29.4 13.7 8.4 5.2

Rainfall depth (mm)

Duration 5-min 10-min 15-min 30-min 1-hr 2-hr 6-hr 12-hr 24-hr

2-yr 10.3 12.7 14.3 17.7 21.8 27.0 37.8 46.8 57.6

5-yr 13.6 16.8 18.9 23.4 28.8 35.6 49.8 61.2 74.4

10-yr 15.8 19.5 22.0 27.1 33.4 41.2 57.6 70.8 86.4

25-yr 18.5 22.8 25.8 31.8 39.2 48.4 67.2 82.8 103.2

50-yr 20.6 25.3 28.6 35.3 43.5 53.6 75.0 92.4 112.8

100-yr 22.5 27.8 31.4 38.7 47.7 58.8 82.2 100.8 124.8

Terms of UseYou agree to the Terms of Use of this site by reviewing, using, or interpreting these data.

Ontario Ministry of Transportation | Terms and Conditions | About Last Modified: September 2016

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http://www.mto.gov.on.ca/english/

http://www.eng.uwaterloo.ca/~dprincz/mto_site/terms.shtml?coords=44.394286,-79.524264&ext=fcst&year1=2018

http://www.eng.uwaterloo.ca/~dprincz/mto_site/database_status.shtml?coords=44.394286,-79.524264&ext=fcst&year1=2018

Project: Next Nine Lands

Project No.: 1578-4974

File: SSD

Design: LP

Date: 19-Jun-18

Check: -

Orifice Diameter: 0.30 m

Orifice Invert Elevation: 221.0 m

Emergency Spill Elev: 221.9 m

Emerg Spill Bot. Width: 2.5 m

Trap. Side Slopes: 4 :1 H:V

Orifice Emerg. Weir Emerg. Weir Total

Discharge Ave. Width Discharge Discharge

(m) (m) (cu.m/s) (m) (cu.m/s) (cu.m/s)

Bottom of Pond 221.00 0.00 0.00 0.00 0.000 0.000

221.10 0.10 0.00 0.00 0.000 0.000

221.20 0.20 0.04 0.00 0.000 0.045

221.30 0.30 0.08 0.00 0.000 0.078

221.40 0.40 0.10 0.00 0.000 0.100

221.50 0.50 0.12 0.00 0.000 0.119

221.60 0.60 0.13 0.00 0.000 0.134

221.70 0.70 0.15 0.00 0.000 0.149

221.80 0.80 0.16 0.00 0.000 0.162

221.90 0.90 0.17 2.50 0.000 0.174

222.00 1.00 0.18 2.90 0.143 0.328

222.10 1.10 0.20 3.30 0.460 0.656

TB 222.20 1.20 0.21 3.70 0.948 1.154

Operating LevelElev. Depth Above PP

Q:\1500\1578-Nextnine Limited\4974-Next Nine Lands-Big Bay Point GC\Design\Civil_Water\2018.06.04 SSD



File: Model Schematic

Design by: BL

Date:

Updated:

Pre-Development

Post-Development

June 15, 2018

Visual OTTHYMO 5.0 - Model Schematic

Pre-Development=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\6c4a564a-190f-4a91-8598-1e5955295b0c\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\6c4a564a-190f-4a91-8598-1e5955295b0c\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : A) 25mm ** ************************************************ --------------------| READ STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\f785e66a| Ptotal= 26.26 mm | Comments: 25mm -------------------- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.08 2.10 | 0.92 30.00 | 1.75 4.67 | 2.58 2.37 0.17 2.29 | 1.00 80.70 | 1.83 4.23 | 2.67 2.26 0.25 2.52 | 1.08 37.00 | 1.92 3.88 | 2.75 2.17 0.33 2.81 | 1.17 20.30 | 2.00 3.58 | 2.83 2.08 0.42 3.18 | 1.25 13.27 | 2.08 3.33 | 2.92 2.00 0.50 3.68 | 1.33 10.09 | 2.17 3.11 | 3.00 1.93 0.58 4.39 | 1.42 8.15 | 2.25 2.92 | 3.08 1.93 0.67 5.49 | 1.50 6.85 | 2.33 2.76 | 3.17 1.93

Page 1

Pre-Development 0.75 7.40 | 1.58 5.92 | 2.42 2.61 | 3.25 1.93 0.83 11.54 | 1.67 5.22 | 2.50 2.48 | -------------------------------------------------------------------------------

--------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 2.10 | 0.833 11.54 | 1.650 5.22 | 2.47 2.48 0.033 2.10 | 0.850 30.00 | 1.667 5.22 | 2.48 2.48 0.050 2.10 | 0.867 30.00 | 1.683 4.67 | 2.50 2.48 0.067 2.10 | 0.883 30.00 | 1.700 4.67 | 2.52 2.37 0.083 2.10 | 0.900 30.00 | 1.717 4.67 | 2.53 2.37 0.100 2.29 | 0.917 30.00 | 1.733 4.67 | 2.55 2.37 0.117 2.29 | 0.933 80.70 | 1.750 4.67 | 2.57 2.37 0.133 2.29 | 0.950 80.70 | 1.767 4.23 | 2.58 2.37 0.150 2.29 | 0.967 80.70 | 1.783 4.23 | 2.60 2.26 0.167 2.29 | 0.983 80.70 | 1.800 4.23 | 2.62 2.26 0.183 2.52 | 1.000 80.70 | 1.817 4.23 | 2.63 2.26 0.200 2.52 | 1.017 37.00 | 1.833 4.23 | 2.65 2.26 0.217 2.52 | 1.033 37.00 | 1.850 3.88 | 2.67 2.26 0.233 2.52 | 1.050 37.00 | 1.867 3.88 | 2.68 2.17 0.250 2.52 | 1.067 37.00 | 1.883 3.88 | 2.70 2.17 0.267 2.81 | 1.083 37.00 | 1.900 3.88 | 2.72 2.17 0.283 2.81 | 1.100 20.30 | 1.917 3.88 | 2.73 2.17 0.300 2.81 | 1.117 20.30 | 1.933 3.58 | 2.75 2.17 0.317 2.81 | 1.133 20.30 | 1.950 3.58 | 2.77 2.08 0.333 2.81 | 1.150 20.30 | 1.967 3.58 | 2.78 2.08 0.350 3.18 | 1.167 20.30 | 1.983 3.58 | 2.80 2.08 0.367 3.18 | 1.183 13.27 | 2.000 3.58 | 2.82 2.08 0.383 3.18 | 1.200 13.27 | 2.017 3.33 | 2.83 2.08 0.400 3.18 | 1.217 13.27 | 2.033 3.33 | 2.85 2.00 0.417 3.18 | 1.233 13.27 | 2.050 3.33 | 2.87 2.00 0.433 3.68 | 1.250 13.27 | 2.067 3.33 | 2.88 2.00 0.450 3.68 | 1.267 10.09 | 2.083 3.33 | 2.90 2.00 0.467 3.68 | 1.283 10.09 | 2.100 3.11 | 2.92 2.00 0.483 3.68 | 1.300 10.09 | 2.117 3.11 | 2.93 1.93 0.500 3.68 | 1.317 10.09 | 2.133 3.11 | 2.95 1.93 0.517 4.39 | 1.333 10.09 | 2.150 3.11 | 2.97 1.93 0.533 4.39 | 1.350 8.15 | 2.167 3.11 | 2.98 1.93 0.550 4.39 | 1.367 8.15 | 2.183 2.92 | 3.00 1.93 0.567 4.39 | 1.383 8.15 | 2.200 2.92 | 3.02 1.93 0.583 4.39 | 1.400 8.15 | 2.217 2.92 | 3.03 1.93 0.600 5.49 | 1.417 8.15 | 2.233 2.92 | 3.05 1.93 0.617 5.49 | 1.433 6.85 | 2.250 2.92 | 3.07 1.93 0.633 5.49 | 1.450 6.85 | 2.267 2.76 | 3.08 1.93 0.650 5.49 | 1.467 6.85 | 2.283 2.76 | 3.10 1.93 0.667 5.49 | 1.483 6.85 | 2.300 2.76 | 3.12 1.93 0.683 7.40 | 1.500 6.85 | 2.317 2.76 | 3.13 1.93 0.700 7.40 | 1.517 5.92 | 2.333 2.76 | 3.15 1.93 0.717 7.40 | 1.533 5.92 | 2.350 2.61 | 3.17 1.93 0.733 7.40 | 1.550 5.92 | 2.367 2.61 | 3.18 1.93 0.750 7.40 | 1.567 5.92 | 2.383 2.61 | 3.20 1.93 0.767 11.54 | 1.583 5.92 | 2.400 2.61 | 3.22 1.93

Page 2

lparsons

Text Box

Pre-Development Model Output

Pre-Development 0.783 11.54 | 1.600 5.22 | 2.417 2.61 | 3.23 1.93 0.800 11.54 | 1.617 5.22 | 2.433 2.48 | 3.25 1.93 0.817 11.54 | 1.633 5.22 | 2.450 2.48 | Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.051 (i) TIME TO PEAK (hrs)= 1.967 RUNOFF VOLUME (mm)= 2.202 TOTAL RAINFALL (mm)= 26.256 RUNOFF COEFFICIENT = 0.084 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.016 (i) TIME TO PEAK (hrs)= 1.117 RUNOFF VOLUME (mm)= 4.755 TOTAL RAINFALL (mm)= 26.256 RUNOFF COEFFICIENT = 0.181 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.051 1.97 2.20 + ID2= 2 ( 0110): 0.75 0.016 1.12 4.76 ==================================================== ID = 3 ( 0003): 17.00 0.054 1.93 2.31 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved.

Page 3

Pre-Development ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\fd37f1c4-f3c8-4b04-a3ce-c164c0a00baa\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\fd37f1c4-f3c8-4b04-a3ce-c164c0a00baa\scen

DATE: 06/14/2018 TIME: 10:49:51

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : B) 2yr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 442.489| Ptotal= 33.68 mm | B= 1.500-------------------- C= 0.722 used in: INTENSITY = A / (t + B)^C

Duration of storm = 4.00 hrs Storm time step = 10.00 min Time to peak ratio = 0.33 TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.17 2.67 | 1.17 14.75 | 2.17 5.52 | 3.17 3.10 0.33 3.00 | 1.33 75.87 | 2.33 4.83 | 3.33 2.91 0.50 3.45 | 1.50 18.63 | 2.50 4.31 | 3.50 2.75 0.67 4.11 | 1.67 10.89 | 2.67 3.91 | 3.67 2.60 0.83 5.17 | 1.83 8.05 | 2.83 3.59 | 3.83 2.48 1.00 7.27 | 2.00 6.50 | 3.00 3.32 | 4.00 2.36 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 2.67 | 1.017 14.75 | 2.017 5.52 | 3.02 3.10 0.033 2.67 | 1.033 14.75 | 2.033 5.52 | 3.03 3.10

Page 4

Pre-Development 0.050 2.67 | 1.050 14.75 | 2.050 5.52 | 3.05 3.10 0.067 2.67 | 1.067 14.75 | 2.067 5.52 | 3.07 3.10 0.083 2.67 | 1.083 14.75 | 2.083 5.52 | 3.08 3.10 0.100 2.67 | 1.100 14.75 | 2.100 5.52 | 3.10 3.10 0.117 2.67 | 1.117 14.75 | 2.117 5.52 | 3.12 3.10 0.133 2.67 | 1.133 14.75 | 2.133 5.52 | 3.13 3.10 0.150 2.67 | 1.150 14.75 | 2.150 5.52 | 3.15 3.10 0.167 2.67 | 1.167 14.75 | 2.167 5.52 | 3.17 3.10 0.183 3.00 | 1.183 75.87 | 2.183 4.83 | 3.18 2.91 0.200 3.00 | 1.200 75.87 | 2.200 4.83 | 3.20 2.91 0.217 3.00 | 1.217 75.87 | 2.217 4.83 | 3.22 2.91 0.233 3.00 | 1.233 75.87 | 2.233 4.83 | 3.23 2.91 0.250 3.00 | 1.250 75.87 | 2.250 4.83 | 3.25 2.91 0.267 3.00 | 1.267 75.87 | 2.267 4.83 | 3.27 2.91 0.283 3.00 | 1.283 75.87 | 2.283 4.83 | 3.28 2.91 0.300 3.00 | 1.300 75.87 | 2.300 4.83 | 3.30 2.91 0.317 3.00 | 1.317 75.87 | 2.317 4.83 | 3.32 2.91 0.333 3.00 | 1.333 75.87 | 2.333 4.83 | 3.33 2.91 0.350 3.45 | 1.350 18.63 | 2.350 4.31 | 3.35 2.75 0.367 3.45 | 1.367 18.63 | 2.367 4.31 | 3.37 2.75 0.383 3.45 | 1.383 18.63 | 2.383 4.31 | 3.38 2.75 0.400 3.45 | 1.400 18.63 | 2.400 4.31 | 3.40 2.75 0.417 3.45 | 1.417 18.63 | 2.417 4.31 | 3.42 2.75 0.433 3.45 | 1.433 18.63 | 2.433 4.31 | 3.43 2.75 0.450 3.45 | 1.450 18.63 | 2.450 4.31 | 3.45 2.75 0.467 3.45 | 1.467 18.63 | 2.467 4.31 | 3.47 2.75 0.483 3.45 | 1.483 18.63 | 2.483 4.31 | 3.48 2.75 0.500 3.45 | 1.500 18.63 | 2.500 4.31 | 3.50 2.75 0.517 4.11 | 1.517 10.89 | 2.517 3.91 | 3.52 2.60 0.533 4.11 | 1.533 10.89 | 2.533 3.91 | 3.53 2.60 0.550 4.11 | 1.550 10.89 | 2.550 3.91 | 3.55 2.60 0.567 4.11 | 1.567 10.89 | 2.567 3.91 | 3.57 2.60 0.583 4.11 | 1.583 10.89 | 2.583 3.91 | 3.58 2.60 0.600 4.11 | 1.600 10.89 | 2.600 3.91 | 3.60 2.60 0.617 4.11 | 1.617 10.89 | 2.617 3.91 | 3.62 2.60 0.633 4.11 | 1.633 10.89 | 2.633 3.91 | 3.63 2.60 0.650 4.11 | 1.650 10.89 | 2.650 3.91 | 3.65 2.60 0.667 4.11 | 1.667 10.89 | 2.667 3.91 | 3.67 2.60 0.683 5.17 | 1.683 8.05 | 2.683 3.59 | 3.68 2.48 0.700 5.17 | 1.700 8.05 | 2.700 3.59 | 3.70 2.48 0.717 5.17 | 1.717 8.05 | 2.717 3.59 | 3.72 2.48 0.733 5.17 | 1.733 8.05 | 2.733 3.59 | 3.73 2.48 0.750 5.17 | 1.750 8.05 | 2.750 3.59 | 3.75 2.48 0.767 5.17 | 1.767 8.05 | 2.767 3.59 | 3.77 2.48 0.783 5.17 | 1.783 8.05 | 2.783 3.59 | 3.78 2.48 0.800 5.17 | 1.800 8.05 | 2.800 3.59 | 3.80 2.48 0.817 5.17 | 1.817 8.05 | 2.817 3.59 | 3.82 2.48 0.833 5.17 | 1.833 8.05 | 2.833 3.59 | 3.83 2.48 0.850 7.27 | 1.850 6.50 | 2.850 3.32 | 3.85 2.36 0.867 7.27 | 1.867 6.50 | 2.867 3.32 | 3.87 2.36 0.883 7.27 | 1.883 6.50 | 2.883 3.32 | 3.88 2.36 0.900 7.27 | 1.900 6.50 | 2.900 3.32 | 3.90 2.36 0.917 7.27 | 1.917 6.50 | 2.917 3.32 | 3.92 2.36 0.933 7.27 | 1.933 6.50 | 2.933 3.32 | 3.93 2.36 0.950 7.27 | 1.950 6.50 | 2.950 3.32 | 3.95 2.36 0.967 7.27 | 1.967 6.50 | 2.967 3.32 | 3.97 2.36 0.983 7.27 | 1.983 6.50 | 2.983 3.32 | 3.98 2.36 1.000 7.27 | 2.000 6.50 | 3.000 3.32 | 4.00 2.36 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.090 (i) TIME TO PEAK (hrs)= 2.183

Page 5

Pre-Development RUNOFF VOLUME (mm)= 4.400 TOTAL RAINFALL (mm)= 33.677 RUNOFF COEFFICIENT = 0.131 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.027 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 8.028 TOTAL RAINFALL (mm)= 33.677 RUNOFF COEFFICIENT = 0.238 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.090 2.18 4.40 + ID2= 2 ( 0110): 0.75 0.027 1.37 8.03 ==================================================== ID = 3 ( 0003): 17.00 0.095 2.17 4.56 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ------------------------------------------------------------------------------- FINISH===========================================================================================================

=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Page 6

Pre-Development Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\48204579-6b66-48a1-aed0-3fb7efb92679\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\48204579-6b66-48a1-aed0-3fb7efb92679\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : C) 5yr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 590.515| Ptotal= 44.21 mm | B= 1.500-------------------- C= 0.725 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 3.47 | 1.017 19.34 | 2.017 7.20 | 3.02 4.03 0.033 3.47 | 1.033 19.34 | 2.033 7.20 | 3.03 4.03 0.050 3.47 | 1.050 19.34 | 2.050 7.20 | 3.05 4.03 0.067 3.47 | 1.067 19.34 | 2.067 7.20 | 3.07 4.03 0.083 3.47 | 1.083 19.34 | 2.083 7.20 | 3.08 4.03

Page 7

Pre-Development 0.100 3.47 | 1.100 19.34 | 2.100 7.20 | 3.10 4.03 0.117 3.47 | 1.117 19.34 | 2.117 7.20 | 3.12 4.03 0.133 3.47 | 1.133 19.34 | 2.133 7.20 | 3.13 4.03 0.150 3.47 | 1.150 19.34 | 2.150 7.20 | 3.15 4.03 0.167 3.47 | 1.167 19.34 | 2.167 7.20 | 3.17 4.03 0.183 3.91 | 1.183 100.51 | 2.183 6.29 | 3.18 3.79 0.200 3.91 | 1.200 100.51 | 2.200 6.29 | 3.20 3.79 0.217 3.91 | 1.217 100.51 | 2.217 6.29 | 3.22 3.79 0.233 3.91 | 1.233 100.51 | 2.233 6.29 | 3.23 3.79 0.250 3.91 | 1.250 100.51 | 2.250 6.29 | 3.25 3.79 0.267 3.91 | 1.267 100.51 | 2.267 6.29 | 3.27 3.79 0.283 3.91 | 1.283 100.51 | 2.283 6.29 | 3.28 3.79 0.300 3.91 | 1.300 100.51 | 2.300 6.29 | 3.30 3.79 0.317 3.91 | 1.317 100.51 | 2.317 6.29 | 3.32 3.79 0.333 3.91 | 1.333 100.51 | 2.333 6.29 | 3.33 3.79 0.350 4.49 | 1.350 24.46 | 2.350 5.62 | 3.35 3.57 0.367 4.49 | 1.367 24.45 | 2.367 5.62 | 3.37 3.57 0.383 4.49 | 1.383 24.45 | 2.383 5.62 | 3.38 3.57 0.400 4.49 | 1.400 24.45 | 2.400 5.62 | 3.40 3.57 0.417 4.49 | 1.417 24.45 | 2.417 5.62 | 3.42 3.57 0.433 4.49 | 1.433 24.45 | 2.433 5.62 | 3.43 3.57 0.450 4.49 | 1.450 24.45 | 2.450 5.62 | 3.45 3.57 0.467 4.49 | 1.467 24.45 | 2.467 5.62 | 3.47 3.57 0.483 4.49 | 1.483 24.45 | 2.483 5.62 | 3.48 3.57 0.500 4.49 | 1.500 24.45 | 2.500 5.62 | 3.50 3.57 0.517 5.35 | 1.517 14.25 | 2.517 5.09 | 3.52 3.38 0.533 5.35 | 1.533 14.25 | 2.533 5.09 | 3.53 3.38 0.550 5.35 | 1.550 14.25 | 2.550 5.09 | 3.55 3.38 0.567 5.35 | 1.567 14.25 | 2.567 5.09 | 3.57 3.38 0.583 5.35 | 1.583 14.25 | 2.583 5.09 | 3.58 3.38 0.600 5.35 | 1.600 14.25 | 2.600 5.09 | 3.60 3.38 0.617 5.35 | 1.617 14.25 | 2.617 5.09 | 3.62 3.38 0.633 5.35 | 1.633 14.25 | 2.633 5.09 | 3.63 3.38 0.650 5.35 | 1.650 14.25 | 2.650 5.09 | 3.65 3.38 0.667 5.35 | 1.667 14.25 | 2.667 5.09 | 3.67 3.38 0.683 6.74 | 1.683 10.51 | 2.683 4.67 | 3.68 3.22 0.700 6.74 | 1.700 10.51 | 2.700 4.67 | 3.70 3.22 0.717 6.74 | 1.717 10.51 | 2.717 4.67 | 3.72 3.22 0.733 6.74 | 1.733 10.51 | 2.733 4.67 | 3.73 3.22 0.750 6.74 | 1.750 10.51 | 2.750 4.67 | 3.75 3.22 0.767 6.74 | 1.767 10.51 | 2.767 4.67 | 3.77 3.22 0.783 6.74 | 1.783 10.51 | 2.783 4.67 | 3.78 3.22 0.800 6.74 | 1.800 10.51 | 2.800 4.67 | 3.80 3.22 0.817 6.74 | 1.817 10.51 | 2.817 4.67 | 3.82 3.22 0.833 6.74 | 1.833 10.51 | 2.833 4.67 | 3.83 3.22 0.850 9.49 | 1.850 8.49 | 2.850 4.33 | 3.85 3.07 0.867 9.49 | 1.867 8.49 | 2.867 4.33 | 3.87 3.07 0.883 9.49 | 1.883 8.49 | 2.883 4.33 | 3.88 3.07 0.900 9.49 | 1.900 8.49 | 2.900 4.33 | 3.90 3.07 0.917 9.49 | 1.917 8.49 | 2.917 4.33 | 3.92 3.07 0.933 9.49 | 1.933 8.49 | 2.933 4.33 | 3.93 3.07 0.950 9.49 | 1.950 8.49 | 2.950 4.33 | 3.95 3.07 0.967 9.49 | 1.967 8.49 | 2.967 4.33 | 3.97 3.07 0.983 9.49 | 1.983 8.49 | 2.983 4.33 | 3.98 3.07 1.000 9.49 | 2.000 8.49 | 3.000 4.33 | 4.00 3.07 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.188 (i) TIME TO PEAK (hrs)= 2.100 RUNOFF VOLUME (mm)= 8.483 TOTAL RAINFALL (mm)= 44.210 RUNOFF COEFFICIENT = 0.192

Page 8

Pre-Development (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.050 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 13.609 TOTAL RAINFALL (mm)= 44.210 RUNOFF COEFFICIENT = 0.308 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.188 2.10 8.48 + ID2= 2 ( 0110): 0.75 0.050 1.37 13.61 ==================================================== ID = 3 ( 0003): 17.00 0.196 2.08 8.71 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\c2c5a7f0-577f-434c-a5be-3ea0463ebced\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\c2c5a7f0-577f-434c-a5be-3ea0463ebced\scen

Page 9

Pre-Development

DATE: 06/14/2018 TIME: 10:49:51

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : D) 10yr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 685.289| Ptotal= 51.31 mm | B= 1.500-------------------- C= 0.725 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 4.03 | 1.017 22.45 | 2.017 8.35 | 3.02 4.68 0.033 4.03 | 1.033 22.45 | 2.033 8.35 | 3.03 4.68 0.050 4.03 | 1.050 22.45 | 2.050 8.35 | 3.05 4.68 0.067 4.03 | 1.067 22.45 | 2.067 8.35 | 3.07 4.68 0.083 4.03 | 1.083 22.45 | 2.083 8.35 | 3.08 4.68 0.100 4.03 | 1.100 22.45 | 2.100 8.35 | 3.10 4.68 0.117 4.03 | 1.117 22.45 | 2.117 8.35 | 3.12 4.68 0.133 4.03 | 1.133 22.45 | 2.133 8.35 | 3.13 4.68 0.150 4.03 | 1.150 22.45 | 2.150 8.35 | 3.15 4.68 0.167 4.03 | 1.167 22.45 | 2.167 8.35 | 3.17 4.68 0.183 4.53 | 1.183 116.64 | 2.183 7.30 | 3.18 4.39 0.200 4.53 | 1.200 116.65 | 2.200 7.30 | 3.20 4.39 0.217 4.53 | 1.217 116.65 | 2.217 7.30 | 3.22 4.39

Page 10

Pre-Development 0.233 4.53 | 1.233 116.65 | 2.233 7.30 | 3.23 4.39 0.250 4.53 | 1.250 116.65 | 2.250 7.30 | 3.25 4.39 0.267 4.53 | 1.267 116.65 | 2.267 7.30 | 3.27 4.39 0.283 4.53 | 1.283 116.65 | 2.283 7.30 | 3.28 4.39 0.300 4.53 | 1.300 116.65 | 2.300 7.30 | 3.30 4.39 0.317 4.53 | 1.317 116.65 | 2.317 7.30 | 3.32 4.39 0.333 4.53 | 1.333 116.65 | 2.333 7.30 | 3.33 4.39 0.350 5.22 | 1.350 28.38 | 2.350 6.52 | 3.35 4.14 0.367 5.22 | 1.367 28.38 | 2.367 6.52 | 3.37 4.14 0.383 5.22 | 1.383 28.38 | 2.383 6.52 | 3.38 4.14 0.400 5.22 | 1.400 28.38 | 2.400 6.52 | 3.40 4.14 0.417 5.22 | 1.417 28.38 | 2.417 6.52 | 3.42 4.14 0.433 5.22 | 1.433 28.38 | 2.433 6.52 | 3.43 4.14 0.450 5.22 | 1.450 28.38 | 2.450 6.52 | 3.45 4.14 0.467 5.22 | 1.467 28.38 | 2.467 6.52 | 3.47 4.14 0.483 5.22 | 1.483 28.38 | 2.483 6.52 | 3.48 4.14 0.500 5.22 | 1.500 28.38 | 2.500 6.52 | 3.50 4.14 0.517 6.21 | 1.517 16.54 | 2.517 5.91 | 3.52 3.93 0.533 6.21 | 1.533 16.54 | 2.533 5.91 | 3.53 3.93 0.550 6.21 | 1.550 16.54 | 2.550 5.91 | 3.55 3.93 0.567 6.21 | 1.567 16.54 | 2.567 5.91 | 3.57 3.93 0.583 6.21 | 1.583 16.54 | 2.583 5.91 | 3.58 3.93 0.600 6.21 | 1.600 16.54 | 2.600 5.91 | 3.60 3.93 0.617 6.21 | 1.617 16.54 | 2.617 5.91 | 3.62 3.93 0.633 6.21 | 1.633 16.54 | 2.633 5.91 | 3.63 3.93 0.650 6.21 | 1.650 16.54 | 2.650 5.91 | 3.65 3.93 0.667 6.21 | 1.667 16.54 | 2.667 5.91 | 3.67 3.93 0.683 7.82 | 1.683 12.20 | 2.683 5.42 | 3.68 3.73 0.700 7.82 | 1.700 12.20 | 2.700 5.42 | 3.70 3.73 0.717 7.82 | 1.717 12.20 | 2.717 5.42 | 3.72 3.73 0.733 7.82 | 1.733 12.20 | 2.733 5.42 | 3.73 3.73 0.750 7.82 | 1.750 12.20 | 2.750 5.42 | 3.75 3.73 0.767 7.82 | 1.767 12.20 | 2.767 5.42 | 3.77 3.73 0.783 7.82 | 1.783 12.20 | 2.783 5.42 | 3.78 3.73 0.800 7.82 | 1.800 12.20 | 2.800 5.42 | 3.80 3.73 0.817 7.82 | 1.817 12.20 | 2.817 5.42 | 3.82 3.73 0.833 7.82 | 1.833 12.20 | 2.833 5.42 | 3.83 3.73 0.850 11.01 | 1.850 9.85 | 2.850 5.02 | 3.85 3.56 0.867 11.01 | 1.867 9.85 | 2.867 5.02 | 3.87 3.56 0.883 11.01 | 1.883 9.85 | 2.883 5.02 | 3.88 3.56 0.900 11.01 | 1.900 9.85 | 2.900 5.02 | 3.90 3.56 0.917 11.01 | 1.917 9.85 | 2.917 5.02 | 3.92 3.56 0.933 11.01 | 1.933 9.85 | 2.933 5.02 | 3.93 3.56 0.950 11.01 | 1.950 9.85 | 2.950 5.02 | 3.95 3.56 0.967 11.01 | 1.967 9.85 | 2.967 5.02 | 3.97 3.56 0.983 11.01 | 1.983 9.85 | 2.983 5.02 | 3.98 3.56 1.000 11.01 | 2.000 9.85 | 3.000 5.02 | 4.00 3.56 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.269 (i) TIME TO PEAK (hrs)= 2.067 RUNOFF VOLUME (mm)= 11.762 TOTAL RAINFALL (mm)= 51.305 RUNOFF COEFFICIENT = 0.229 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00

Page 11

Pre-Development-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.067 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 17.859 TOTAL RAINFALL (mm)= 51.305 RUNOFF COEFFICIENT = 0.348 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.269 2.07 11.76 + ID2= 2 ( 0110): 0.75 0.067 1.37 17.86 ==================================================== ID = 3 ( 0003): 17.00 0.280 2.05 12.03 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\f4442561-b308-4544-bfc2-8cb869f95b0c\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\f4442561-b308-4544-bfc2-8cb869f95b0c\scen

DATE: 06/14/2018 TIME: 10:49:51

USER:

Page 12

Pre-DevelopmentCOMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : E) 25yr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 801.305| Ptotal= 60.32 mm | B= 1.500-------------------- C= 0.724 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 4.75 | 1.017 26.40 | 2.017 9.84 | 3.02 5.52 0.033 4.75 | 1.033 26.40 | 2.033 9.84 | 3.03 5.52 0.050 4.75 | 1.050 26.40 | 2.050 9.84 | 3.05 5.52 0.067 4.75 | 1.067 26.40 | 2.067 9.84 | 3.07 5.52 0.083 4.75 | 1.083 26.40 | 2.083 9.84 | 3.08 5.52 0.100 4.75 | 1.100 26.40 | 2.100 9.84 | 3.10 5.52 0.117 4.75 | 1.117 26.40 | 2.117 9.84 | 3.12 5.52 0.133 4.75 | 1.133 26.40 | 2.133 9.84 | 3.13 5.52 0.150 4.75 | 1.150 26.40 | 2.150 9.84 | 3.15 5.52 0.167 4.75 | 1.167 26.40 | 2.167 9.84 | 3.17 5.52 0.183 5.35 | 1.183 136.72 | 2.183 8.61 | 3.18 5.18 0.200 5.35 | 1.200 136.73 | 2.200 8.61 | 3.20 5.18 0.217 5.35 | 1.217 136.73 | 2.217 8.61 | 3.22 5.18 0.233 5.35 | 1.233 136.73 | 2.233 8.61 | 3.23 5.18 0.250 5.35 | 1.250 136.73 | 2.250 8.61 | 3.25 5.18 0.267 5.35 | 1.267 136.73 | 2.267 8.61 | 3.27 5.18 0.283 5.35 | 1.283 136.73 | 2.283 8.61 | 3.28 5.18 0.300 5.35 | 1.300 136.73 | 2.300 8.61 | 3.30 5.18 0.317 5.35 | 1.317 136.73 | 2.317 8.61 | 3.32 5.18 0.333 5.35 | 1.333 136.73 | 2.333 8.61 | 3.33 5.18 0.350 6.15 | 1.350 33.37 | 2.350 7.68 | 3.35 4.89

Page 13

Pre-Development 0.367 6.15 | 1.367 33.37 | 2.367 7.68 | 3.37 4.89 0.383 6.15 | 1.383 33.37 | 2.383 7.68 | 3.38 4.89 0.400 6.15 | 1.400 33.37 | 2.400 7.68 | 3.40 4.89 0.417 6.15 | 1.417 33.37 | 2.417 7.68 | 3.42 4.89 0.433 6.15 | 1.433 33.37 | 2.433 7.68 | 3.43 4.89 0.450 6.15 | 1.450 33.37 | 2.450 7.68 | 3.45 4.89 0.467 6.15 | 1.467 33.37 | 2.467 7.68 | 3.47 4.89 0.483 6.15 | 1.483 33.37 | 2.483 7.68 | 3.48 4.89 0.500 6.15 | 1.500 33.37 | 2.500 7.68 | 3.50 4.89 0.517 7.32 | 1.517 19.47 | 2.517 6.97 | 3.52 4.63 0.533 7.32 | 1.533 19.47 | 2.533 6.97 | 3.53 4.63 0.550 7.32 | 1.550 19.47 | 2.550 6.97 | 3.55 4.63 0.567 7.32 | 1.567 19.47 | 2.567 6.97 | 3.57 4.63 0.583 7.32 | 1.583 19.47 | 2.583 6.97 | 3.58 4.63 0.600 7.32 | 1.600 19.47 | 2.600 6.97 | 3.60 4.63 0.617 7.32 | 1.617 19.47 | 2.617 6.97 | 3.62 4.63 0.633 7.32 | 1.633 19.47 | 2.633 6.97 | 3.63 4.63 0.650 7.32 | 1.650 19.47 | 2.650 6.97 | 3.65 4.63 0.667 7.32 | 1.667 19.47 | 2.667 6.97 | 3.67 4.63 0.683 9.21 | 1.683 14.36 | 2.683 6.39 | 3.68 4.40 0.700 9.21 | 1.700 14.36 | 2.700 6.39 | 3.70 4.40 0.717 9.21 | 1.717 14.36 | 2.717 6.39 | 3.72 4.40 0.733 9.21 | 1.733 14.36 | 2.733 6.39 | 3.73 4.40 0.750 9.21 | 1.750 14.36 | 2.750 6.39 | 3.75 4.40 0.767 9.21 | 1.767 14.36 | 2.767 6.39 | 3.77 4.40 0.783 9.21 | 1.783 14.36 | 2.783 6.39 | 3.78 4.40 0.800 9.21 | 1.800 14.36 | 2.800 6.39 | 3.80 4.40 0.817 9.21 | 1.817 14.36 | 2.817 6.39 | 3.82 4.40 0.833 9.21 | 1.833 14.36 | 2.833 6.39 | 3.83 4.40 0.850 12.97 | 1.850 11.60 | 2.850 5.92 | 3.85 4.20 0.867 12.97 | 1.867 11.60 | 2.867 5.92 | 3.87 4.20 0.883 12.97 | 1.883 11.60 | 2.883 5.92 | 3.88 4.20 0.900 12.97 | 1.900 11.60 | 2.900 5.92 | 3.90 4.20 0.917 12.97 | 1.917 11.60 | 2.917 5.92 | 3.92 4.20 0.933 12.97 | 1.933 11.60 | 2.933 5.92 | 3.93 4.20 0.950 12.97 | 1.950 11.60 | 2.950 5.92 | 3.95 4.20 0.967 12.97 | 1.967 11.60 | 2.967 5.92 | 3.97 4.20 0.983 12.97 | 1.983 11.60 | 2.983 5.92 | 3.98 4.20 1.000 12.97 | 2.000 11.60 | 3.000 5.92 | 4.00 4.20 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.387 (i) TIME TO PEAK (hrs)= 2.033 RUNOFF VOLUME (mm)= 16.436 TOTAL RAINFALL (mm)= 60.321 RUNOFF COEFFICIENT = 0.272 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.091 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 23.709 TOTAL RAINFALL (mm)= 60.321

Page 14

Pre-Development RUNOFF COEFFICIENT = 0.393 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.387 2.03 16.44 + ID2= 2 ( 0110): 0.75 0.091 1.37 23.71 ==================================================== ID = 3 ( 0003): 17.00 0.402 2.03 16.76 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a0c1eb56-3661-463c-88a6-c17050622e80\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a0c1eb56-3661-463c-88a6-c17050622e80\scen

DATE: 06/14/2018 TIME: 10:49:51

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : F) 50yr CHI ** ************************************************

Page 15

Pre-Development --------------------| CHICAGO STORM | IDF curve parameters: A= 892.038| Ptotal= 66.78 mm | B= 1.500-------------------- C= 0.725 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 5.25 | 1.017 29.22 | 2.017 10.87 | 3.02 6.09 0.033 5.25 | 1.033 29.22 | 2.033 10.87 | 3.03 6.09 0.050 5.25 | 1.050 29.22 | 2.050 10.87 | 3.05 6.09 0.067 5.25 | 1.067 29.22 | 2.067 10.87 | 3.07 6.09 0.083 5.25 | 1.083 29.22 | 2.083 10.87 | 3.08 6.09 0.100 5.25 | 1.100 29.22 | 2.100 10.87 | 3.10 6.09 0.117 5.25 | 1.117 29.22 | 2.117 10.87 | 3.12 6.09 0.133 5.25 | 1.133 29.22 | 2.133 10.87 | 3.13 6.09 0.150 5.25 | 1.150 29.22 | 2.150 10.87 | 3.15 6.09 0.167 5.25 | 1.167 29.22 | 2.167 10.87 | 3.17 6.09 0.183 5.90 | 1.183 151.83 | 2.183 9.50 | 3.18 5.72 0.200 5.90 | 1.200 151.84 | 2.200 9.50 | 3.20 5.72 0.217 5.90 | 1.217 151.84 | 2.217 9.50 | 3.22 5.72 0.233 5.90 | 1.233 151.84 | 2.233 9.50 | 3.23 5.72 0.250 5.90 | 1.250 151.84 | 2.250 9.50 | 3.25 5.72 0.267 5.90 | 1.267 151.84 | 2.267 9.50 | 3.27 5.72 0.283 5.90 | 1.283 151.84 | 2.283 9.50 | 3.28 5.72 0.300 5.90 | 1.300 151.84 | 2.300 9.50 | 3.30 5.72 0.317 5.90 | 1.317 151.84 | 2.317 9.50 | 3.32 5.72 0.333 5.90 | 1.333 151.84 | 2.333 9.50 | 3.33 5.72 0.350 6.79 | 1.350 36.94 | 2.350 8.49 | 3.35 5.39 0.367 6.79 | 1.367 36.94 | 2.367 8.49 | 3.37 5.39 0.383 6.79 | 1.383 36.94 | 2.383 8.49 | 3.38 5.39 0.400 6.79 | 1.400 36.94 | 2.400 8.49 | 3.40 5.39 0.417 6.79 | 1.417 36.94 | 2.417 8.49 | 3.42 5.39 0.433 6.79 | 1.433 36.94 | 2.433 8.49 | 3.43 5.39 0.450 6.79 | 1.450 36.94 | 2.450 8.49 | 3.45 5.39 0.467 6.79 | 1.467 36.94 | 2.467 8.49 | 3.47 5.39 0.483 6.79 | 1.483 36.94 | 2.483 8.49 | 3.48 5.39

Page 16

Pre-Development 0.500 6.79 | 1.500 36.94 | 2.500 8.49 | 3.50 5.39 0.517 8.08 | 1.517 21.53 | 2.517 7.69 | 3.52 5.11 0.533 8.08 | 1.533 21.53 | 2.533 7.69 | 3.53 5.11 0.550 8.08 | 1.550 21.53 | 2.550 7.69 | 3.55 5.11 0.567 8.08 | 1.567 21.53 | 2.567 7.69 | 3.57 5.11 0.583 8.08 | 1.583 21.53 | 2.583 7.69 | 3.58 5.11 0.600 8.08 | 1.600 21.53 | 2.600 7.69 | 3.60 5.11 0.617 8.08 | 1.617 21.53 | 2.617 7.69 | 3.62 5.11 0.633 8.08 | 1.633 21.53 | 2.633 7.69 | 3.63 5.11 0.650 8.08 | 1.650 21.53 | 2.650 7.69 | 3.65 5.11 0.667 8.08 | 1.667 21.53 | 2.667 7.69 | 3.67 5.11 0.683 10.18 | 1.683 15.88 | 2.683 7.06 | 3.68 4.86 0.700 10.18 | 1.700 15.88 | 2.700 7.06 | 3.70 4.86 0.717 10.18 | 1.717 15.88 | 2.717 7.06 | 3.72 4.86 0.733 10.18 | 1.733 15.88 | 2.733 7.06 | 3.73 4.86 0.750 10.18 | 1.750 15.88 | 2.750 7.06 | 3.75 4.86 0.767 10.18 | 1.767 15.88 | 2.767 7.06 | 3.77 4.86 0.783 10.18 | 1.783 15.88 | 2.783 7.06 | 3.78 4.86 0.800 10.18 | 1.800 15.88 | 2.800 7.06 | 3.80 4.86 0.817 10.18 | 1.817 15.88 | 2.817 7.06 | 3.82 4.86 0.833 10.18 | 1.833 15.88 | 2.833 7.06 | 3.83 4.86 0.850 14.33 | 1.850 12.82 | 2.850 6.53 | 3.85 4.64 0.867 14.33 | 1.867 12.82 | 2.867 6.53 | 3.87 4.64 0.883 14.33 | 1.883 12.82 | 2.883 6.53 | 3.88 4.64 0.900 14.33 | 1.900 12.82 | 2.900 6.53 | 3.90 4.64 0.917 14.33 | 1.917 12.82 | 2.917 6.53 | 3.92 4.64 0.933 14.33 | 1.933 12.82 | 2.933 6.53 | 3.93 4.64 0.950 14.33 | 1.950 12.82 | 2.950 6.53 | 3.95 4.64 0.967 14.33 | 1.967 12.82 | 2.967 6.53 | 3.97 4.64 0.983 14.33 | 1.983 12.82 | 2.983 6.53 | 3.98 4.64 1.000 14.33 | 2.000 12.82 | 3.000 6.53 | 4.00 4.64 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.483 (i) TIME TO PEAK (hrs)= 2.017 RUNOFF VOLUME (mm)= 20.086 TOTAL RAINFALL (mm)= 66.784 RUNOFF COEFFICIENT = 0.301 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.110 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 28.163 TOTAL RAINFALL (mm)= 66.784 RUNOFF COEFFICIENT = 0.422 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|

Page 17

Pre-Development| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.483 2.02 20.09 + ID2= 2 ( 0110): 0.75 0.110 1.37 28.16 ==================================================== ID = 3 ( 0003): 17.00 0.500 2.02 20.44 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\05fe1f0c-4fb1-416c-8020-94097ec90844\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\05fe1f0c-4fb1-416c-8020-94097ec90844\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : G) 100yr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 976.496| Ptotal= 73.51 mm | B= 1.500-------------------- C= 0.724 used in: INTENSITY = A / (t + B)^C

Duration of storm = 4.00 hrsPage 18

Pre-Development Storm time step = 10.00 min Time to peak ratio = 0.33 TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.17 5.79 | 1.17 32.18 | 2.17 11.99 | 3.17 6.73 0.33 6.51 | 1.33 166.62 | 2.33 10.49 | 3.33 6.31 0.50 7.49 | 1.50 40.66 | 2.50 9.36 | 3.50 5.96 0.67 8.92 | 1.67 23.73 | 2.67 8.49 | 3.67 5.64 0.83 11.23 | 1.83 17.50 | 2.83 7.79 | 3.83 5.37 1.00 15.81 | 2.00 14.14 | 3.00 7.21 | 4.00 5.12 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 5.79 | 1.017 32.18 | 2.017 11.99 | 3.02 6.73 0.033 5.79 | 1.033 32.18 | 2.033 11.99 | 3.03 6.73 0.050 5.79 | 1.050 32.18 | 2.050 11.99 | 3.05 6.73 0.067 5.79 | 1.067 32.18 | 2.067 11.99 | 3.07 6.73 0.083 5.79 | 1.083 32.18 | 2.083 11.99 | 3.08 6.73 0.100 5.79 | 1.100 32.18 | 2.100 11.99 | 3.10 6.73 0.117 5.79 | 1.117 32.18 | 2.117 11.99 | 3.12 6.73 0.133 5.79 | 1.133 32.18 | 2.133 11.99 | 3.13 6.73 0.150 5.79 | 1.150 32.18 | 2.150 11.99 | 3.15 6.73 0.167 5.79 | 1.167 32.18 | 2.167 11.99 | 3.17 6.73 0.183 6.51 | 1.183 166.62 | 2.183 10.49 | 3.18 6.31 0.200 6.51 | 1.200 166.62 | 2.200 10.49 | 3.20 6.31 0.217 6.51 | 1.217 166.62 | 2.217 10.49 | 3.22 6.31 0.233 6.51 | 1.233 166.62 | 2.233 10.49 | 3.23 6.31 0.250 6.51 | 1.250 166.62 | 2.250 10.49 | 3.25 6.31 0.267 6.51 | 1.267 166.62 | 2.267 10.49 | 3.27 6.31 0.283 6.51 | 1.283 166.62 | 2.283 10.49 | 3.28 6.31 0.300 6.51 | 1.300 166.62 | 2.300 10.49 | 3.30 6.31 0.317 6.51 | 1.317 166.62 | 2.317 10.49 | 3.32 6.31 0.333 6.51 | 1.333 166.62 | 2.333 10.49 | 3.33 6.31 0.350 7.49 | 1.350 40.67 | 2.350 9.36 | 3.35 5.96 0.367 7.49 | 1.367 40.66 | 2.367 9.36 | 3.37 5.96 0.383 7.49 | 1.383 40.66 | 2.383 9.36 | 3.38 5.96 0.400 7.49 | 1.400 40.66 | 2.400 9.36 | 3.40 5.96 0.417 7.49 | 1.417 40.66 | 2.417 9.36 | 3.42 5.96 0.433 7.49 | 1.433 40.66 | 2.433 9.36 | 3.43 5.96 0.450 7.49 | 1.450 40.66 | 2.450 9.36 | 3.45 5.96 0.467 7.49 | 1.467 40.66 | 2.467 9.36 | 3.47 5.96 0.483 7.49 | 1.483 40.66 | 2.483 9.36 | 3.48 5.96 0.500 7.49 | 1.500 40.66 | 2.500 9.36 | 3.50 5.96 0.517 8.92 | 1.517 23.73 | 2.517 8.49 | 3.52 5.64 0.533 8.92 | 1.533 23.73 | 2.533 8.49 | 3.53 5.64 0.550 8.92 | 1.550 23.73 | 2.550 8.49 | 3.55 5.64 0.567 8.92 | 1.567 23.73 | 2.567 8.49 | 3.57 5.64 0.583 8.92 | 1.583 23.73 | 2.583 8.49 | 3.58 5.64 0.600 8.92 | 1.600 23.73 | 2.600 8.49 | 3.60 5.64 0.617 8.92 | 1.617 23.73 | 2.617 8.49 | 3.62 5.64

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Pre-Development 0.633 8.92 | 1.633 23.73 | 2.633 8.49 | 3.63 5.64 0.650 8.92 | 1.650 23.73 | 2.650 8.49 | 3.65 5.64 0.667 8.92 | 1.667 23.73 | 2.667 8.49 | 3.67 5.64 0.683 11.23 | 1.683 17.50 | 2.683 7.79 | 3.68 5.37 0.700 11.23 | 1.700 17.50 | 2.700 7.79 | 3.70 5.37 0.717 11.23 | 1.717 17.50 | 2.717 7.79 | 3.72 5.37 0.733 11.23 | 1.733 17.50 | 2.733 7.79 | 3.73 5.37 0.750 11.23 | 1.750 17.50 | 2.750 7.79 | 3.75 5.37 0.767 11.23 | 1.767 17.50 | 2.767 7.79 | 3.77 5.37 0.783 11.23 | 1.783 17.50 | 2.783 7.79 | 3.78 5.37 0.800 11.23 | 1.800 17.50 | 2.800 7.79 | 3.80 5.37 0.817 11.23 | 1.817 17.50 | 2.817 7.79 | 3.82 5.37 0.833 11.23 | 1.833 17.50 | 2.833 7.79 | 3.83 5.37 0.850 15.81 | 1.850 14.14 | 2.850 7.21 | 3.85 5.12 0.867 15.81 | 1.867 14.14 | 2.867 7.21 | 3.87 5.12 0.883 15.81 | 1.883 14.14 | 2.883 7.21 | 3.88 5.12 0.900 15.81 | 1.900 14.14 | 2.900 7.21 | 3.90 5.12 0.917 15.81 | 1.917 14.14 | 2.917 7.21 | 3.92 5.12 0.933 15.81 | 1.933 14.14 | 2.933 7.21 | 3.93 5.12 0.950 15.81 | 1.950 14.14 | 2.950 7.21 | 3.95 5.12 0.967 15.81 | 1.967 14.14 | 2.967 7.21 | 3.97 5.12 0.983 15.81 | 1.983 14.14 | 2.983 7.21 | 3.98 5.12 1.000 15.81 | 2.000 14.14 | 3.000 7.21 | 4.00 5.12 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.587 (i) TIME TO PEAK (hrs)= 2.017 RUNOFF VOLUME (mm)= 24.115 TOTAL RAINFALL (mm)= 73.509 RUNOFF COEFFICIENT = 0.328 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.129 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 32.990 TOTAL RAINFALL (mm)= 73.509 RUNOFF COEFFICIENT = 0.449 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.587 2.02 24.12 + ID2= 2 ( 0110): 0.75 0.129 1.37 32.99 ==================================================== ID = 3 ( 0003): 17.00 0.607 2.00 24.51 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.

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Pre-Development -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\61a1c7dc-f8ea-4f1f-8528-3cf6f33c5499\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\61a1c7dc-f8ea-4f1f-8528-3cf6f33c5499\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : G) 2yr SCS ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\e58db627| Ptotal= 46.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 0.94 | 3.50 1.87 | 6.50 8.42 | 9.50 1.87 1.00 0.94 | 4.00 1.87 | 7.00 3.74 | 10.00 0.94 1.50 0.94 | 4.50 2.81 | 7.50 2.81 | 10.50 0.94 2.00 0.94 | 5.00 3.74 | 8.00 2.81 | 11.00 0.94

Page 21

Pre-Development 2.50 1.87 | 5.50 5.62 | 8.50 1.87 | 11.50 0.94 3.00 1.87 | 6.00 42.12 | 9.00 1.87 | 12.00 0.94 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 0.94 | 3.017 1.87 | 6.017 8.42 | 9.02 1.87 0.033 0.94 | 3.033 1.87 | 6.033 8.42 | 9.03 1.87 0.050 0.94 | 3.050 1.87 | 6.050 8.42 | 9.05 1.87 0.067 0.94 | 3.067 1.87 | 6.067 8.42 | 9.07 1.87 0.083 0.94 | 3.083 1.87 | 6.083 8.42 | 9.08 1.87 0.100 0.94 | 3.100 1.87 | 6.100 8.42 | 9.10 1.87 0.117 0.94 | 3.117 1.87 | 6.117 8.42 | 9.12 1.87 0.133 0.94 | 3.133 1.87 | 6.133 8.42 | 9.13 1.87 0.150 0.94 | 3.150 1.87 | 6.150 8.42 | 9.15 1.87 0.167 0.94 | 3.167 1.87 | 6.167 8.42 | 9.17 1.87 0.183 0.94 | 3.183 1.87 | 6.183 8.42 | 9.18 1.87 0.200 0.94 | 3.200 1.87 | 6.200 8.42 | 9.20 1.87 0.217 0.94 | 3.217 1.87 | 6.217 8.42 | 9.22 1.87 0.233 0.94 | 3.233 1.87 | 6.233 8.42 | 9.23 1.87 0.250 0.94 | 3.250 1.87 | 6.250 8.42 | 9.25 1.87 0.267 0.94 | 3.267 1.87 | 6.267 8.42 | 9.27 1.87 0.283 0.94 | 3.283 1.87 | 6.283 8.42 | 9.28 1.87 0.300 0.94 | 3.300 1.87 | 6.300 8.42 | 9.30 1.87 0.317 0.94 | 3.317 1.87 | 6.317 8.42 | 9.32 1.87 0.333 0.94 | 3.333 1.87 | 6.333 8.42 | 9.33 1.87 0.350 0.94 | 3.350 1.87 | 6.350 8.42 | 9.35 1.87 0.367 0.94 | 3.367 1.87 | 6.367 8.42 | 9.37 1.87 0.383 0.94 | 3.383 1.87 | 6.383 8.42 | 9.38 1.87 0.400 0.94 | 3.400 1.87 | 6.400 8.42 | 9.40 1.87 0.417 0.94 | 3.417 1.87 | 6.417 8.42 | 9.42 1.87 0.433 0.94 | 3.433 1.87 | 6.433 8.42 | 9.43 1.87 0.450 0.94 | 3.450 1.87 | 6.450 8.42 | 9.45 1.87 0.467 0.94 | 3.467 1.87 | 6.467 8.42 | 9.47 1.87 0.483 0.94 | 3.483 1.87 | 6.483 8.42 | 9.48 1.87 0.500 0.94 | 3.500 1.87 | 6.500 8.42 | 9.50 1.87 0.517 0.94 | 3.517 1.87 | 6.517 3.74 | 9.52 0.94 0.533 0.94 | 3.533 1.87 | 6.533 3.74 | 9.53 0.94 0.550 0.94 | 3.550 1.87 | 6.550 3.74 | 9.55 0.94 0.567 0.94 | 3.567 1.87 | 6.567 3.74 | 9.57 0.94 0.583 0.94 | 3.583 1.87 | 6.583 3.74 | 9.58 0.94 0.600 0.94 | 3.600 1.87 | 6.600 3.74 | 9.60 0.94 0.617 0.94 | 3.617 1.87 | 6.617 3.74 | 9.62 0.94 0.633 0.94 | 3.633 1.87 | 6.633 3.74 | 9.63 0.94 0.650 0.94 | 3.650 1.87 | 6.650 3.74 | 9.65 0.94 0.667 0.94 | 3.667 1.87 | 6.667 3.74 | 9.67 0.94 0.683 0.94 | 3.683 1.87 | 6.683 3.74 | 9.68 0.94 0.700 0.94 | 3.700 1.87 | 6.700 3.74 | 9.70 0.94 0.717 0.94 | 3.717 1.87 | 6.717 3.74 | 9.72 0.94 0.733 0.94 | 3.733 1.87 | 6.733 3.74 | 9.73 0.94 0.750 0.94 | 3.750 1.87 | 6.750 3.74 | 9.75 0.94 0.767 0.94 | 3.767 1.87 | 6.767 3.74 | 9.77 0.94 0.783 0.94 | 3.783 1.87 | 6.783 3.74 | 9.78 0.94

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Pre-Development 0.800 0.94 | 3.800 1.87 | 6.800 3.74 | 9.80 0.94 0.817 0.94 | 3.817 1.87 | 6.817 3.74 | 9.82 0.94 0.833 0.94 | 3.833 1.87 | 6.833 3.74 | 9.83 0.94 0.850 0.94 | 3.850 1.87 | 6.850 3.74 | 9.85 0.94 0.867 0.94 | 3.867 1.87 | 6.867 3.74 | 9.87 0.94 0.883 0.94 | 3.883 1.87 | 6.883 3.74 | 9.88 0.94 0.900 0.94 | 3.900 1.87 | 6.900 3.74 | 9.90 0.94 0.917 0.94 | 3.917 1.87 | 6.917 3.74 | 9.92 0.94 0.933 0.94 | 3.933 1.87 | 6.933 3.74 | 9.93 0.94 0.950 0.94 | 3.950 1.87 | 6.950 3.74 | 9.95 0.94 0.967 0.94 | 3.967 1.87 | 6.967 3.74 | 9.97 0.94 0.983 0.94 | 3.983 1.87 | 6.983 3.74 | 9.98 0.94 1.000 0.94 | 4.000 1.87 | 7.000 3.74 | 10.00 0.94 1.017 0.94 | 4.017 2.81 | 7.017 2.81 | 10.02 0.94 1.033 0.94 | 4.033 2.81 | 7.033 2.81 | 10.03 0.94 1.050 0.94 | 4.050 2.81 | 7.050 2.81 | 10.05 0.94 1.067 0.94 | 4.067 2.81 | 7.067 2.81 | 10.07 0.94 1.083 0.94 | 4.083 2.81 | 7.083 2.81 | 10.08 0.94 1.100 0.94 | 4.100 2.81 | 7.100 2.81 | 10.10 0.94 1.117 0.94 | 4.117 2.81 | 7.117 2.81 | 10.12 0.94 1.133 0.94 | 4.133 2.81 | 7.133 2.81 | 10.13 0.94 1.150 0.94 | 4.150 2.81 | 7.150 2.81 | 10.15 0.94 1.167 0.94 | 4.167 2.81 | 7.167 2.81 | 10.17 0.94 1.183 0.94 | 4.183 2.81 | 7.183 2.81 | 10.18 0.94 1.200 0.94 | 4.200 2.81 | 7.200 2.81 | 10.20 0.94 1.217 0.94 | 4.217 2.81 | 7.217 2.81 | 10.22 0.94 1.233 0.94 | 4.233 2.81 | 7.233 2.81 | 10.23 0.94 1.250 0.94 | 4.250 2.81 | 7.250 2.81 | 10.25 0.94 1.267 0.94 | 4.267 2.81 | 7.267 2.81 | 10.27 0.94 1.283 0.94 | 4.283 2.81 | 7.283 2.81 | 10.28 0.94 1.300 0.94 | 4.300 2.81 | 7.300 2.81 | 10.30 0.94 1.317 0.94 | 4.317 2.81 | 7.317 2.81 | 10.32 0.94 1.333 0.94 | 4.333 2.81 | 7.333 2.81 | 10.33 0.94 1.350 0.94 | 4.350 2.81 | 7.350 2.81 | 10.35 0.94 1.367 0.94 | 4.367 2.81 | 7.367 2.81 | 10.37 0.94 1.383 0.94 | 4.383 2.81 | 7.383 2.81 | 10.38 0.94 1.400 0.94 | 4.400 2.81 | 7.400 2.81 | 10.40 0.94 1.417 0.94 | 4.417 2.81 | 7.417 2.81 | 10.42 0.94 1.433 0.94 | 4.433 2.81 | 7.433 2.81 | 10.43 0.94 1.450 0.94 | 4.450 2.81 | 7.450 2.81 | 10.45 0.94 1.467 0.94 | 4.467 2.81 | 7.467 2.81 | 10.47 0.94 1.483 0.94 | 4.483 2.81 | 7.483 2.81 | 10.48 0.94 1.500 0.94 | 4.500 2.81 | 7.500 2.81 | 10.50 0.94 1.517 0.94 | 4.517 3.74 | 7.517 2.81 | 10.52 0.94 1.533 0.94 | 4.533 3.74 | 7.533 2.81 | 10.53 0.94 1.550 0.94 | 4.550 3.74 | 7.550 2.81 | 10.55 0.94 1.567 0.94 | 4.567 3.74 | 7.567 2.81 | 10.57 0.94 1.583 0.94 | 4.583 3.74 | 7.583 2.81 | 10.58 0.94 1.600 0.94 | 4.600 3.74 | 7.600 2.81 | 10.60 0.94 1.617 0.94 | 4.617 3.74 | 7.617 2.81 | 10.62 0.94 1.633 0.94 | 4.633 3.74 | 7.633 2.81 | 10.63 0.94 1.650 0.94 | 4.650 3.74 | 7.650 2.81 | 10.65 0.94 1.667 0.94 | 4.667 3.74 | 7.667 2.81 | 10.67 0.94 1.683 0.94 | 4.683 3.74 | 7.683 2.81 | 10.68 0.94 1.700 0.94 | 4.700 3.74 | 7.700 2.81 | 10.70 0.94 1.717 0.94 | 4.717 3.74 | 7.717 2.81 | 10.72 0.94 1.733 0.94 | 4.733 3.74 | 7.733 2.81 | 10.73 0.94 1.750 0.94 | 4.750 3.74 | 7.750 2.81 | 10.75 0.94 1.767 0.94 | 4.767 3.74 | 7.767 2.81 | 10.77 0.94 1.783 0.94 | 4.783 3.74 | 7.783 2.81 | 10.78 0.94 1.800 0.94 | 4.800 3.74 | 7.800 2.81 | 10.80 0.94 1.817 0.94 | 4.817 3.74 | 7.817 2.81 | 10.82 0.94 1.833 0.94 | 4.833 3.74 | 7.833 2.81 | 10.83 0.94

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Pre-Development 1.850 0.94 | 4.850 3.74 | 7.850 2.81 | 10.85 0.94 1.867 0.94 | 4.867 3.74 | 7.867 2.81 | 10.87 0.94 1.883 0.94 | 4.883 3.74 | 7.883 2.81 | 10.88 0.94 1.900 0.94 | 4.900 3.74 | 7.900 2.81 | 10.90 0.94 1.917 0.94 | 4.917 3.74 | 7.917 2.81 | 10.92 0.94 1.933 0.94 | 4.933 3.74 | 7.933 2.81 | 10.93 0.94 1.950 0.94 | 4.950 3.74 | 7.950 2.81 | 10.95 0.94 1.967 0.94 | 4.967 3.74 | 7.967 2.81 | 10.97 0.94 1.983 0.94 | 4.983 3.74 | 7.983 2.81 | 10.98 0.94 2.000 0.94 | 5.000 3.75 | 8.000 2.81 | 11.00 0.94 2.017 1.87 | 5.017 5.62 | 8.017 1.87 | 11.02 0.94 2.033 1.87 | 5.033 5.62 | 8.033 1.87 | 11.03 0.94 2.050 1.87 | 5.050 5.62 | 8.050 1.87 | 11.05 0.94 2.067 1.87 | 5.067 5.62 | 8.067 1.87 | 11.07 0.94 2.083 1.87 | 5.083 5.62 | 8.083 1.87 | 11.08 0.94 2.100 1.87 | 5.100 5.62 | 8.100 1.87 | 11.10 0.94 2.117 1.87 | 5.117 5.62 | 8.117 1.87 | 11.12 0.94 2.133 1.87 | 5.133 5.62 | 8.133 1.87 | 11.13 0.94 2.150 1.87 | 5.150 5.62 | 8.150 1.87 | 11.15 0.94 2.167 1.87 | 5.167 5.62 | 8.167 1.87 | 11.17 0.94 2.183 1.87 | 5.183 5.62 | 8.183 1.87 | 11.18 0.94 2.200 1.87 | 5.200 5.62 | 8.200 1.87 | 11.20 0.94 2.217 1.87 | 5.217 5.62 | 8.217 1.87 | 11.22 0.94 2.233 1.87 | 5.233 5.62 | 8.233 1.87 | 11.23 0.94 2.250 1.87 | 5.250 5.62 | 8.250 1.87 | 11.25 0.94 2.267 1.87 | 5.267 5.62 | 8.267 1.87 | 11.27 0.94 2.283 1.87 | 5.283 5.62 | 8.283 1.87 | 11.28 0.94 2.300 1.87 | 5.300 5.62 | 8.300 1.87 | 11.30 0.94 2.317 1.87 | 5.317 5.62 | 8.317 1.87 | 11.32 0.94 2.333 1.87 | 5.333 5.62 | 8.333 1.87 | 11.33 0.94 2.350 1.87 | 5.350 5.62 | 8.350 1.87 | 11.35 0.94 2.367 1.87 | 5.367 5.62 | 8.367 1.87 | 11.37 0.94 2.383 1.87 | 5.383 5.62 | 8.383 1.87 | 11.38 0.94 2.400 1.87 | 5.400 5.62 | 8.400 1.87 | 11.40 0.94 2.417 1.87 | 5.417 5.62 | 8.417 1.87 | 11.42 0.94 2.433 1.87 | 5.433 5.62 | 8.433 1.87 | 11.43 0.94 2.450 1.87 | 5.450 5.62 | 8.450 1.87 | 11.45 0.94 2.467 1.87 | 5.467 5.62 | 8.467 1.87 | 11.47 0.94 2.483 1.87 | 5.483 5.62 | 8.483 1.87 | 11.48 0.94 2.500 1.87 | 5.500 5.65 | 8.500 1.87 | 11.50 0.94 2.517 1.87 | 5.517 42.12 | 8.517 1.87 | 11.52 0.94 2.533 1.87 | 5.533 42.12 | 8.533 1.87 | 11.53 0.94 2.550 1.87 | 5.550 42.12 | 8.550 1.87 | 11.55 0.94 2.567 1.87 | 5.567 42.12 | 8.567 1.87 | 11.57 0.94 2.583 1.87 | 5.583 42.12 | 8.583 1.87 | 11.58 0.94 2.600 1.87 | 5.600 42.12 | 8.600 1.87 | 11.60 0.94 2.617 1.87 | 5.617 42.12 | 8.617 1.87 | 11.62 0.94 2.633 1.87 | 5.633 42.12 | 8.633 1.87 | 11.63 0.94 2.650 1.87 | 5.650 42.12 | 8.650 1.87 | 11.65 0.94 2.667 1.87 | 5.667 42.12 | 8.667 1.87 | 11.67 0.94 2.683 1.87 | 5.683 42.12 | 8.683 1.87 | 11.68 0.94 2.700 1.87 | 5.700 42.12 | 8.700 1.87 | 11.70 0.94 2.717 1.87 | 5.717 42.12 | 8.717 1.87 | 11.72 0.94 2.733 1.87 | 5.733 42.12 | 8.733 1.87 | 11.73 0.94 2.750 1.87 | 5.750 42.12 | 8.750 1.87 | 11.75 0.94 2.767 1.87 | 5.767 42.12 | 8.767 1.87 | 11.77 0.94 2.783 1.87 | 5.783 42.12 | 8.783 1.87 | 11.78 0.94 2.800 1.87 | 5.800 42.12 | 8.800 1.87 | 11.80 0.94 2.817 1.87 | 5.817 42.12 | 8.817 1.87 | 11.82 0.94 2.833 1.87 | 5.833 42.12 | 8.833 1.87 | 11.83 0.94 2.850 1.87 | 5.850 42.12 | 8.850 1.87 | 11.85 0.94 2.867 1.87 | 5.867 42.12 | 8.867 1.87 | 11.87 0.94 2.883 1.87 | 5.883 42.12 | 8.883 1.87 | 11.88 0.94

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Pre-Development 2.900 1.87 | 5.900 42.12 | 8.900 1.87 | 11.90 0.94 2.917 1.87 | 5.917 42.12 | 8.917 1.87 | 11.92 0.94 2.933 1.87 | 5.933 42.12 | 8.933 1.87 | 11.93 0.94 2.950 1.87 | 5.950 42.12 | 8.950 1.87 | 11.95 0.94 2.967 1.87 | 5.967 42.12 | 8.967 1.87 | 11.97 0.94 2.983 1.87 | 5.983 42.12 | 8.983 1.87 | 11.98 0.94 3.000 1.87 | 6.000 42.07 | 9.000 1.87 | 12.00 0.94 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.209 (i) TIME TO PEAK (hrs)= 6.517 RUNOFF VOLUME (mm)= 9.635 TOTAL RAINFALL (mm)= 46.800 RUNOFF COEFFICIENT = 0.206 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.037 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 15.120 TOTAL RAINFALL (mm)= 46.800 RUNOFF COEFFICIENT = 0.323 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.209 6.52 9.64 + ID2= 2 ( 0110): 0.75 0.037 6.00 15.12 ==================================================== ID = 3 ( 0003): 17.00 0.217 6.50 9.88 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica Infrastructure

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Pre-DevelopmentCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a9d1ee7c-0716-43a9-b0a0-957194ca4191\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a9d1ee7c-0716-43a9-b0a0-957194ca4191\scen

DATE: 06/14/2018 TIME: 10:49:51

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : H) 5yr SCS ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\9fe0606d| Ptotal= 61.20 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.22 | 3.50 2.45 | 6.50 11.02 | 9.50 2.45 1.00 1.22 | 4.00 2.45 | 7.00 4.90 | 10.00 1.22 1.50 1.22 | 4.50 3.67 | 7.50 3.67 | 10.50 1.22 2.00 1.22 | 5.00 4.90 | 8.00 3.67 | 11.00 1.22 2.50 2.45 | 5.50 7.34 | 8.50 2.45 | 11.50 1.22 3.00 2.45 | 6.00 55.08 | 9.00 2.45 | 12.00 1.22 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr

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Pre-Development 0.017 1.22 | 3.017 2.45 | 6.017 11.02 | 9.02 2.45 0.033 1.22 | 3.033 2.45 | 6.033 11.02 | 9.03 2.45 0.050 1.22 | 3.050 2.45 | 6.050 11.02 | 9.05 2.45 0.067 1.22 | 3.067 2.45 | 6.067 11.02 | 9.07 2.45 0.083 1.22 | 3.083 2.45 | 6.083 11.02 | 9.08 2.45 0.100 1.22 | 3.100 2.45 | 6.100 11.02 | 9.10 2.45 0.117 1.22 | 3.117 2.45 | 6.117 11.02 | 9.12 2.45 0.133 1.22 | 3.133 2.45 | 6.133 11.02 | 9.13 2.45 0.150 1.22 | 3.150 2.45 | 6.150 11.02 | 9.15 2.45 0.167 1.22 | 3.167 2.45 | 6.167 11.02 | 9.17 2.45 0.183 1.22 | 3.183 2.45 | 6.183 11.02 | 9.18 2.45 0.200 1.22 | 3.200 2.45 | 6.200 11.02 | 9.20 2.45 0.217 1.22 | 3.217 2.45 | 6.217 11.02 | 9.22 2.45 0.233 1.22 | 3.233 2.45 | 6.233 11.02 | 9.23 2.45 0.250 1.22 | 3.250 2.45 | 6.250 11.02 | 9.25 2.45 0.267 1.22 | 3.267 2.45 | 6.267 11.02 | 9.27 2.45 0.283 1.22 | 3.283 2.45 | 6.283 11.02 | 9.28 2.45 0.300 1.22 | 3.300 2.45 | 6.300 11.02 | 9.30 2.45 0.317 1.22 | 3.317 2.45 | 6.317 11.02 | 9.32 2.45 0.333 1.22 | 3.333 2.45 | 6.333 11.02 | 9.33 2.45 0.350 1.22 | 3.350 2.45 | 6.350 11.02 | 9.35 2.45 0.367 1.22 | 3.367 2.45 | 6.367 11.02 | 9.37 2.45 0.383 1.22 | 3.383 2.45 | 6.383 11.02 | 9.38 2.45 0.400 1.22 | 3.400 2.45 | 6.400 11.02 | 9.40 2.45 0.417 1.22 | 3.417 2.45 | 6.417 11.02 | 9.42 2.45 0.433 1.22 | 3.433 2.45 | 6.433 11.02 | 9.43 2.45 0.450 1.22 | 3.450 2.45 | 6.450 11.02 | 9.45 2.45 0.467 1.22 | 3.467 2.45 | 6.467 11.02 | 9.47 2.45 0.483 1.22 | 3.483 2.45 | 6.483 11.02 | 9.48 2.45 0.500 1.22 | 3.500 2.45 | 6.500 11.01 | 9.50 2.45 0.517 1.22 | 3.517 2.45 | 6.517 4.90 | 9.52 1.22 0.533 1.22 | 3.533 2.45 | 6.533 4.90 | 9.53 1.22 0.550 1.22 | 3.550 2.45 | 6.550 4.90 | 9.55 1.22 0.567 1.22 | 3.567 2.45 | 6.567 4.90 | 9.57 1.22 0.583 1.22 | 3.583 2.45 | 6.583 4.90 | 9.58 1.22 0.600 1.22 | 3.600 2.45 | 6.600 4.90 | 9.60 1.22 0.617 1.22 | 3.617 2.45 | 6.617 4.90 | 9.62 1.22 0.633 1.22 | 3.633 2.45 | 6.633 4.90 | 9.63 1.22 0.650 1.22 | 3.650 2.45 | 6.650 4.90 | 9.65 1.22 0.667 1.22 | 3.667 2.45 | 6.667 4.90 | 9.67 1.22 0.683 1.22 | 3.683 2.45 | 6.683 4.90 | 9.68 1.22 0.700 1.22 | 3.700 2.45 | 6.700 4.90 | 9.70 1.22 0.717 1.22 | 3.717 2.45 | 6.717 4.90 | 9.72 1.22 0.733 1.22 | 3.733 2.45 | 6.733 4.90 | 9.73 1.22 0.750 1.22 | 3.750 2.45 | 6.750 4.90 | 9.75 1.22 0.767 1.22 | 3.767 2.45 | 6.767 4.90 | 9.77 1.22 0.783 1.22 | 3.783 2.45 | 6.783 4.90 | 9.78 1.22 0.800 1.22 | 3.800 2.45 | 6.800 4.90 | 9.80 1.22 0.817 1.22 | 3.817 2.45 | 6.817 4.90 | 9.82 1.22 0.833 1.22 | 3.833 2.45 | 6.833 4.90 | 9.83 1.22 0.850 1.22 | 3.850 2.45 | 6.850 4.90 | 9.85 1.22 0.867 1.22 | 3.867 2.45 | 6.867 4.90 | 9.87 1.22 0.883 1.22 | 3.883 2.45 | 6.883 4.90 | 9.88 1.22 0.900 1.22 | 3.900 2.45 | 6.900 4.90 | 9.90 1.22 0.917 1.22 | 3.917 2.45 | 6.917 4.90 | 9.92 1.22 0.933 1.22 | 3.933 2.45 | 6.933 4.90 | 9.93 1.22 0.950 1.22 | 3.950 2.45 | 6.950 4.90 | 9.95 1.22 0.967 1.22 | 3.967 2.45 | 6.967 4.90 | 9.97 1.22 0.983 1.22 | 3.983 2.45 | 6.983 4.90 | 9.98 1.22 1.000 1.22 | 4.000 2.45 | 7.000 4.89 | 10.00 1.22 1.017 1.22 | 4.017 3.67 | 7.017 3.67 | 10.02 1.22 1.033 1.22 | 4.033 3.67 | 7.033 3.67 | 10.03 1.22 1.050 1.22 | 4.050 3.67 | 7.050 3.67 | 10.05 1.22

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Pre-Development 1.067 1.22 | 4.067 3.67 | 7.067 3.67 | 10.07 1.22 1.083 1.22 | 4.083 3.67 | 7.083 3.67 | 10.08 1.22 1.100 1.22 | 4.100 3.67 | 7.100 3.67 | 10.10 1.22 1.117 1.22 | 4.117 3.67 | 7.117 3.67 | 10.12 1.22 1.133 1.22 | 4.133 3.67 | 7.133 3.67 | 10.13 1.22 1.150 1.22 | 4.150 3.67 | 7.150 3.67 | 10.15 1.22 1.167 1.22 | 4.167 3.67 | 7.167 3.67 | 10.17 1.22 1.183 1.22 | 4.183 3.67 | 7.183 3.67 | 10.18 1.22 1.200 1.22 | 4.200 3.67 | 7.200 3.67 | 10.20 1.22 1.217 1.22 | 4.217 3.67 | 7.217 3.67 | 10.22 1.22 1.233 1.22 | 4.233 3.67 | 7.233 3.67 | 10.23 1.22 1.250 1.22 | 4.250 3.67 | 7.250 3.67 | 10.25 1.22 1.267 1.22 | 4.267 3.67 | 7.267 3.67 | 10.27 1.22 1.283 1.22 | 4.283 3.67 | 7.283 3.67 | 10.28 1.22 1.300 1.22 | 4.300 3.67 | 7.300 3.67 | 10.30 1.22 1.317 1.22 | 4.317 3.67 | 7.317 3.67 | 10.32 1.22 1.333 1.22 | 4.333 3.67 | 7.333 3.67 | 10.33 1.22 1.350 1.22 | 4.350 3.67 | 7.350 3.67 | 10.35 1.22 1.367 1.22 | 4.367 3.67 | 7.367 3.67 | 10.37 1.22 1.383 1.22 | 4.383 3.67 | 7.383 3.67 | 10.38 1.22 1.400 1.22 | 4.400 3.67 | 7.400 3.67 | 10.40 1.22 1.417 1.22 | 4.417 3.67 | 7.417 3.67 | 10.42 1.22 1.433 1.22 | 4.433 3.67 | 7.433 3.67 | 10.43 1.22 1.450 1.22 | 4.450 3.67 | 7.450 3.67 | 10.45 1.22 1.467 1.22 | 4.467 3.67 | 7.467 3.67 | 10.47 1.22 1.483 1.22 | 4.483 3.67 | 7.483 3.67 | 10.48 1.22 1.500 1.22 | 4.500 3.67 | 7.500 3.67 | 10.50 1.22 1.517 1.22 | 4.517 4.90 | 7.517 3.67 | 10.52 1.22 1.533 1.22 | 4.533 4.90 | 7.533 3.67 | 10.53 1.22 1.550 1.22 | 4.550 4.90 | 7.550 3.67 | 10.55 1.22 1.567 1.22 | 4.567 4.90 | 7.567 3.67 | 10.57 1.22 1.583 1.22 | 4.583 4.90 | 7.583 3.67 | 10.58 1.22 1.600 1.22 | 4.600 4.90 | 7.600 3.67 | 10.60 1.22 1.617 1.22 | 4.617 4.90 | 7.617 3.67 | 10.62 1.22 1.633 1.22 | 4.633 4.90 | 7.633 3.67 | 10.63 1.22 1.650 1.22 | 4.650 4.90 | 7.650 3.67 | 10.65 1.22 1.667 1.22 | 4.667 4.90 | 7.667 3.67 | 10.67 1.22 1.683 1.22 | 4.683 4.90 | 7.683 3.67 | 10.68 1.22 1.700 1.22 | 4.700 4.90 | 7.700 3.67 | 10.70 1.22 1.717 1.22 | 4.717 4.90 | 7.717 3.67 | 10.72 1.22 1.733 1.22 | 4.733 4.90 | 7.733 3.67 | 10.73 1.22 1.750 1.22 | 4.750 4.90 | 7.750 3.67 | 10.75 1.22 1.767 1.22 | 4.767 4.90 | 7.767 3.67 | 10.77 1.22 1.783 1.22 | 4.783 4.90 | 7.783 3.67 | 10.78 1.22 1.800 1.22 | 4.800 4.90 | 7.800 3.67 | 10.80 1.22 1.817 1.22 | 4.817 4.90 | 7.817 3.67 | 10.82 1.22 1.833 1.22 | 4.833 4.90 | 7.833 3.67 | 10.83 1.22 1.850 1.22 | 4.850 4.90 | 7.850 3.67 | 10.85 1.22 1.867 1.22 | 4.867 4.90 | 7.867 3.67 | 10.87 1.22 1.883 1.22 | 4.883 4.90 | 7.883 3.67 | 10.88 1.22 1.900 1.22 | 4.900 4.90 | 7.900 3.67 | 10.90 1.22 1.917 1.22 | 4.917 4.90 | 7.917 3.67 | 10.92 1.22 1.933 1.22 | 4.933 4.90 | 7.933 3.67 | 10.93 1.22 1.950 1.22 | 4.950 4.90 | 7.950 3.67 | 10.95 1.22 1.967 1.22 | 4.967 4.90 | 7.967 3.67 | 10.97 1.22 1.983 1.22 | 4.983 4.90 | 7.983 3.67 | 10.98 1.22 2.000 1.22 | 5.000 4.90 | 8.000 3.67 | 11.00 1.22 2.017 2.45 | 5.017 7.34 | 8.017 2.45 | 11.02 1.22 2.033 2.45 | 5.033 7.34 | 8.033 2.45 | 11.03 1.22 2.050 2.45 | 5.050 7.34 | 8.050 2.45 | 11.05 1.22 2.067 2.45 | 5.067 7.34 | 8.067 2.45 | 11.07 1.22 2.083 2.45 | 5.083 7.34 | 8.083 2.45 | 11.08 1.22 2.100 2.45 | 5.100 7.34 | 8.100 2.45 | 11.10 1.22

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Pre-Development 2.117 2.45 | 5.117 7.34 | 8.117 2.45 | 11.12 1.22 2.133 2.45 | 5.133 7.34 | 8.133 2.45 | 11.13 1.22 2.150 2.45 | 5.150 7.34 | 8.150 2.45 | 11.15 1.22 2.167 2.45 | 5.167 7.34 | 8.167 2.45 | 11.17 1.22 2.183 2.45 | 5.183 7.34 | 8.183 2.45 | 11.18 1.22 2.200 2.45 | 5.200 7.34 | 8.200 2.45 | 11.20 1.22 2.217 2.45 | 5.217 7.34 | 8.217 2.45 | 11.22 1.22 2.233 2.45 | 5.233 7.34 | 8.233 2.45 | 11.23 1.22 2.250 2.45 | 5.250 7.34 | 8.250 2.45 | 11.25 1.22 2.267 2.45 | 5.267 7.34 | 8.267 2.45 | 11.27 1.22 2.283 2.45 | 5.283 7.34 | 8.283 2.45 | 11.28 1.22 2.300 2.45 | 5.300 7.34 | 8.300 2.45 | 11.30 1.22 2.317 2.45 | 5.317 7.34 | 8.317 2.45 | 11.32 1.22 2.333 2.45 | 5.333 7.34 | 8.333 2.45 | 11.33 1.22 2.350 2.45 | 5.350 7.34 | 8.350 2.45 | 11.35 1.22 2.367 2.45 | 5.367 7.34 | 8.367 2.45 | 11.37 1.22 2.383 2.45 | 5.383 7.34 | 8.383 2.45 | 11.38 1.22 2.400 2.45 | 5.400 7.34 | 8.400 2.45 | 11.40 1.22 2.417 2.45 | 5.417 7.34 | 8.417 2.45 | 11.42 1.22 2.433 2.45 | 5.433 7.34 | 8.433 2.45 | 11.43 1.22 2.450 2.45 | 5.450 7.34 | 8.450 2.45 | 11.45 1.22 2.467 2.45 | 5.467 7.34 | 8.467 2.45 | 11.47 1.22 2.483 2.45 | 5.483 7.34 | 8.483 2.45 | 11.48 1.22 2.500 2.45 | 5.500 7.39 | 8.500 2.45 | 11.50 1.22 2.517 2.45 | 5.517 55.08 | 8.517 2.45 | 11.52 1.22 2.533 2.45 | 5.533 55.08 | 8.533 2.45 | 11.53 1.22 2.550 2.45 | 5.550 55.08 | 8.550 2.45 | 11.55 1.22 2.567 2.45 | 5.567 55.08 | 8.567 2.45 | 11.57 1.22 2.583 2.45 | 5.583 55.08 | 8.583 2.45 | 11.58 1.22 2.600 2.45 | 5.600 55.08 | 8.600 2.45 | 11.60 1.22 2.617 2.45 | 5.617 55.08 | 8.617 2.45 | 11.62 1.22 2.633 2.45 | 5.633 55.08 | 8.633 2.45 | 11.63 1.22 2.650 2.45 | 5.650 55.08 | 8.650 2.45 | 11.65 1.22 2.667 2.45 | 5.667 55.08 | 8.667 2.45 | 11.67 1.22 2.683 2.45 | 5.683 55.08 | 8.683 2.45 | 11.68 1.22 2.700 2.45 | 5.700 55.08 | 8.700 2.45 | 11.70 1.22 2.717 2.45 | 5.717 55.08 | 8.717 2.45 | 11.72 1.22 2.733 2.45 | 5.733 55.08 | 8.733 2.45 | 11.73 1.22 2.750 2.45 | 5.750 55.08 | 8.750 2.45 | 11.75 1.22 2.767 2.45 | 5.767 55.08 | 8.767 2.45 | 11.77 1.22 2.783 2.45 | 5.783 55.08 | 8.783 2.45 | 11.78 1.22 2.800 2.45 | 5.800 55.08 | 8.800 2.45 | 11.80 1.22 2.817 2.45 | 5.817 55.08 | 8.817 2.45 | 11.82 1.22 2.833 2.45 | 5.833 55.08 | 8.833 2.45 | 11.83 1.22 2.850 2.45 | 5.850 55.08 | 8.850 2.45 | 11.85 1.22 2.867 2.45 | 5.867 55.08 | 8.867 2.45 | 11.87 1.22 2.883 2.45 | 5.883 55.08 | 8.883 2.45 | 11.88 1.22 2.900 2.45 | 5.900 55.08 | 8.900 2.45 | 11.90 1.22 2.917 2.45 | 5.917 55.08 | 8.917 2.45 | 11.92 1.22 2.933 2.45 | 5.933 55.08 | 8.933 2.45 | 11.93 1.22 2.950 2.45 | 5.950 55.08 | 8.950 2.45 | 11.95 1.22 2.967 2.45 | 5.967 55.08 | 8.967 2.45 | 11.97 1.22 2.983 2.45 | 5.983 55.08 | 8.983 2.45 | 11.98 1.22 3.000 2.45 | 6.000 55.02 | 9.000 2.45 | 12.00 1.22 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.383 (i) TIME TO PEAK (hrs)= 6.467 RUNOFF VOLUME (mm)= 16.918 TOTAL RAINFALL (mm)= 61.199 RUNOFF COEFFICIENT = 0.276

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Pre-Development (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.058 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 24.303 TOTAL RAINFALL (mm)= 61.199 RUNOFF COEFFICIENT = 0.397 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.383 6.47 16.92 + ID2= 2 ( 0110): 0.75 0.058 6.00 24.30 ==================================================== ID = 3 ( 0003): 17.00 0.396 6.48 17.24 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\417aa38b-cfc1-4a14-9706-4c618370257c\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\417aa38b-cfc1-4a14-9706-4c618370257c\scen

Page 30

Pre-Development

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : I) 10yr SCS ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\8ad0f160| Ptotal= 70.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.42 | 3.50 2.83 | 6.50 12.74 | 9.50 2.83 1.00 1.42 | 4.00 2.83 | 7.00 5.66 | 10.00 1.42 1.50 1.42 | 4.50 4.25 | 7.50 4.25 | 10.50 1.42 2.00 1.42 | 5.00 5.66 | 8.00 4.25 | 11.00 1.42 2.50 2.83 | 5.50 8.50 | 8.50 2.83 | 11.50 1.42 3.00 2.83 | 6.00 63.72 | 9.00 2.83 | 12.00 1.42 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.42 | 3.017 2.83 | 6.017 12.74 | 9.02 2.83 0.033 1.42 | 3.033 2.83 | 6.033 12.74 | 9.03 2.83 0.050 1.42 | 3.050 2.83 | 6.050 12.74 | 9.05 2.83 0.067 1.42 | 3.067 2.83 | 6.067 12.74 | 9.07 2.83 0.083 1.42 | 3.083 2.83 | 6.083 12.74 | 9.08 2.83 0.100 1.42 | 3.100 2.83 | 6.100 12.74 | 9.10 2.83 0.117 1.42 | 3.117 2.83 | 6.117 12.74 | 9.12 2.83 0.133 1.42 | 3.133 2.83 | 6.133 12.74 | 9.13 2.83 0.150 1.42 | 3.150 2.83 | 6.150 12.74 | 9.15 2.83 0.167 1.42 | 3.167 2.83 | 6.167 12.74 | 9.17 2.83 0.183 1.42 | 3.183 2.83 | 6.183 12.74 | 9.18 2.83 0.200 1.42 | 3.200 2.83 | 6.200 12.74 | 9.20 2.83 0.217 1.42 | 3.217 2.83 | 6.217 12.74 | 9.22 2.83 0.233 1.42 | 3.233 2.83 | 6.233 12.74 | 9.23 2.83 0.250 1.42 | 3.250 2.83 | 6.250 12.74 | 9.25 2.83 0.267 1.42 | 3.267 2.83 | 6.267 12.74 | 9.27 2.83

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Pre-Development 0.283 1.42 | 3.283 2.83 | 6.283 12.74 | 9.28 2.83 0.300 1.42 | 3.300 2.83 | 6.300 12.74 | 9.30 2.83 0.317 1.42 | 3.317 2.83 | 6.317 12.74 | 9.32 2.83 0.333 1.42 | 3.333 2.83 | 6.333 12.74 | 9.33 2.83 0.350 1.42 | 3.350 2.83 | 6.350 12.74 | 9.35 2.83 0.367 1.42 | 3.367 2.83 | 6.367 12.74 | 9.37 2.83 0.383 1.42 | 3.383 2.83 | 6.383 12.74 | 9.38 2.83 0.400 1.42 | 3.400 2.83 | 6.400 12.74 | 9.40 2.83 0.417 1.42 | 3.417 2.83 | 6.417 12.74 | 9.42 2.83 0.433 1.42 | 3.433 2.83 | 6.433 12.74 | 9.43 2.83 0.450 1.42 | 3.450 2.83 | 6.450 12.74 | 9.45 2.83 0.467 1.42 | 3.467 2.83 | 6.467 12.74 | 9.47 2.83 0.483 1.42 | 3.483 2.83 | 6.483 12.74 | 9.48 2.83 0.500 1.42 | 3.500 2.83 | 6.500 12.73 | 9.50 2.83 0.517 1.42 | 3.517 2.83 | 6.517 5.66 | 9.52 1.42 0.533 1.42 | 3.533 2.83 | 6.533 5.66 | 9.53 1.42 0.550 1.42 | 3.550 2.83 | 6.550 5.66 | 9.55 1.42 0.567 1.42 | 3.567 2.83 | 6.567 5.66 | 9.57 1.42 0.583 1.42 | 3.583 2.83 | 6.583 5.66 | 9.58 1.42 0.600 1.42 | 3.600 2.83 | 6.600 5.66 | 9.60 1.42 0.617 1.42 | 3.617 2.83 | 6.617 5.66 | 9.62 1.42 0.633 1.42 | 3.633 2.83 | 6.633 5.66 | 9.63 1.42 0.650 1.42 | 3.650 2.83 | 6.650 5.66 | 9.65 1.42 0.667 1.42 | 3.667 2.83 | 6.667 5.66 | 9.67 1.42 0.683 1.42 | 3.683 2.83 | 6.683 5.66 | 9.68 1.42 0.700 1.42 | 3.700 2.83 | 6.700 5.66 | 9.70 1.42 0.717 1.42 | 3.717 2.83 | 6.717 5.66 | 9.72 1.42 0.733 1.42 | 3.733 2.83 | 6.733 5.66 | 9.73 1.42 0.750 1.42 | 3.750 2.83 | 6.750 5.66 | 9.75 1.42 0.767 1.42 | 3.767 2.83 | 6.767 5.66 | 9.77 1.42 0.783 1.42 | 3.783 2.83 | 6.783 5.66 | 9.78 1.42 0.800 1.42 | 3.800 2.83 | 6.800 5.66 | 9.80 1.42 0.817 1.42 | 3.817 2.83 | 6.817 5.66 | 9.82 1.42 0.833 1.42 | 3.833 2.83 | 6.833 5.66 | 9.83 1.42 0.850 1.42 | 3.850 2.83 | 6.850 5.66 | 9.85 1.42 0.867 1.42 | 3.867 2.83 | 6.867 5.66 | 9.87 1.42 0.883 1.42 | 3.883 2.83 | 6.883 5.66 | 9.88 1.42 0.900 1.42 | 3.900 2.83 | 6.900 5.66 | 9.90 1.42 0.917 1.42 | 3.917 2.83 | 6.917 5.66 | 9.92 1.42 0.933 1.42 | 3.933 2.83 | 6.933 5.66 | 9.93 1.42 0.950 1.42 | 3.950 2.83 | 6.950 5.66 | 9.95 1.42 0.967 1.42 | 3.967 2.83 | 6.967 5.66 | 9.97 1.42 0.983 1.42 | 3.983 2.83 | 6.983 5.66 | 9.98 1.42 1.000 1.42 | 4.000 2.83 | 7.000 5.66 | 10.00 1.42 1.017 1.42 | 4.017 4.25 | 7.017 4.25 | 10.02 1.42 1.033 1.42 | 4.033 4.25 | 7.033 4.25 | 10.03 1.42 1.050 1.42 | 4.050 4.25 | 7.050 4.25 | 10.05 1.42 1.067 1.42 | 4.067 4.25 | 7.067 4.25 | 10.07 1.42 1.083 1.42 | 4.083 4.25 | 7.083 4.25 | 10.08 1.42 1.100 1.42 | 4.100 4.25 | 7.100 4.25 | 10.10 1.42 1.117 1.42 | 4.117 4.25 | 7.117 4.25 | 10.12 1.42 1.133 1.42 | 4.133 4.25 | 7.133 4.25 | 10.13 1.42 1.150 1.42 | 4.150 4.25 | 7.150 4.25 | 10.15 1.42 1.167 1.42 | 4.167 4.25 | 7.167 4.25 | 10.17 1.42 1.183 1.42 | 4.183 4.25 | 7.183 4.25 | 10.18 1.42 1.200 1.42 | 4.200 4.25 | 7.200 4.25 | 10.20 1.42 1.217 1.42 | 4.217 4.25 | 7.217 4.25 | 10.22 1.42 1.233 1.42 | 4.233 4.25 | 7.233 4.25 | 10.23 1.42 1.250 1.42 | 4.250 4.25 | 7.250 4.25 | 10.25 1.42 1.267 1.42 | 4.267 4.25 | 7.267 4.25 | 10.27 1.42 1.283 1.42 | 4.283 4.25 | 7.283 4.25 | 10.28 1.42 1.300 1.42 | 4.300 4.25 | 7.300 4.25 | 10.30 1.42 1.317 1.42 | 4.317 4.25 | 7.317 4.25 | 10.32 1.42

Page 32

Pre-Development 1.333 1.42 | 4.333 4.25 | 7.333 4.25 | 10.33 1.42 1.350 1.42 | 4.350 4.25 | 7.350 4.25 | 10.35 1.42 1.367 1.42 | 4.367 4.25 | 7.367 4.25 | 10.37 1.42 1.383 1.42 | 4.383 4.25 | 7.383 4.25 | 10.38 1.42 1.400 1.42 | 4.400 4.25 | 7.400 4.25 | 10.40 1.42 1.417 1.42 | 4.417 4.25 | 7.417 4.25 | 10.42 1.42 1.433 1.42 | 4.433 4.25 | 7.433 4.25 | 10.43 1.42 1.450 1.42 | 4.450 4.25 | 7.450 4.25 | 10.45 1.42 1.467 1.42 | 4.467 4.25 | 7.467 4.25 | 10.47 1.42 1.483 1.42 | 4.483 4.25 | 7.483 4.25 | 10.48 1.42 1.500 1.42 | 4.500 4.25 | 7.500 4.25 | 10.50 1.42 1.517 1.42 | 4.517 5.66 | 7.517 4.25 | 10.52 1.42 1.533 1.42 | 4.533 5.66 | 7.533 4.25 | 10.53 1.42 1.550 1.42 | 4.550 5.66 | 7.550 4.25 | 10.55 1.42 1.567 1.42 | 4.567 5.66 | 7.567 4.25 | 10.57 1.42 1.583 1.42 | 4.583 5.66 | 7.583 4.25 | 10.58 1.42 1.600 1.42 | 4.600 5.66 | 7.600 4.25 | 10.60 1.42 1.617 1.42 | 4.617 5.66 | 7.617 4.25 | 10.62 1.42 1.633 1.42 | 4.633 5.66 | 7.633 4.25 | 10.63 1.42 1.650 1.42 | 4.650 5.66 | 7.650 4.25 | 10.65 1.42 1.667 1.42 | 4.667 5.66 | 7.667 4.25 | 10.67 1.42 1.683 1.42 | 4.683 5.66 | 7.683 4.25 | 10.68 1.42 1.700 1.42 | 4.700 5.66 | 7.700 4.25 | 10.70 1.42 1.717 1.42 | 4.717 5.66 | 7.717 4.25 | 10.72 1.42 1.733 1.42 | 4.733 5.66 | 7.733 4.25 | 10.73 1.42 1.750 1.42 | 4.750 5.66 | 7.750 4.25 | 10.75 1.42 1.767 1.42 | 4.767 5.66 | 7.767 4.25 | 10.77 1.42 1.783 1.42 | 4.783 5.66 | 7.783 4.25 | 10.78 1.42 1.800 1.42 | 4.800 5.66 | 7.800 4.25 | 10.80 1.42 1.817 1.42 | 4.817 5.66 | 7.817 4.25 | 10.82 1.42 1.833 1.42 | 4.833 5.66 | 7.833 4.25 | 10.83 1.42 1.850 1.42 | 4.850 5.66 | 7.850 4.25 | 10.85 1.42 1.867 1.42 | 4.867 5.66 | 7.867 4.25 | 10.87 1.42 1.883 1.42 | 4.883 5.66 | 7.883 4.25 | 10.88 1.42 1.900 1.42 | 4.900 5.66 | 7.900 4.25 | 10.90 1.42 1.917 1.42 | 4.917 5.66 | 7.917 4.25 | 10.92 1.42 1.933 1.42 | 4.933 5.66 | 7.933 4.25 | 10.93 1.42 1.950 1.42 | 4.950 5.66 | 7.950 4.25 | 10.95 1.42 1.967 1.42 | 4.967 5.66 | 7.967 4.25 | 10.97 1.42 1.983 1.42 | 4.983 5.66 | 7.983 4.25 | 10.98 1.42 2.000 1.42 | 5.000 5.67 | 8.000 4.24 | 11.00 1.42 2.017 2.83 | 5.017 8.50 | 8.017 2.83 | 11.02 1.42 2.033 2.83 | 5.033 8.50 | 8.033 2.83 | 11.03 1.42 2.050 2.83 | 5.050 8.50 | 8.050 2.83 | 11.05 1.42 2.067 2.83 | 5.067 8.50 | 8.067 2.83 | 11.07 1.42 2.083 2.83 | 5.083 8.50 | 8.083 2.83 | 11.08 1.42 2.100 2.83 | 5.100 8.50 | 8.100 2.83 | 11.10 1.42 2.117 2.83 | 5.117 8.50 | 8.117 2.83 | 11.12 1.42 2.133 2.83 | 5.133 8.50 | 8.133 2.83 | 11.13 1.42 2.150 2.83 | 5.150 8.50 | 8.150 2.83 | 11.15 1.42 2.167 2.83 | 5.167 8.50 | 8.167 2.83 | 11.17 1.42 2.183 2.83 | 5.183 8.50 | 8.183 2.83 | 11.18 1.42 2.200 2.83 | 5.200 8.50 | 8.200 2.83 | 11.20 1.42 2.217 2.83 | 5.217 8.50 | 8.217 2.83 | 11.22 1.42 2.233 2.83 | 5.233 8.50 | 8.233 2.83 | 11.23 1.42 2.250 2.83 | 5.250 8.50 | 8.250 2.83 | 11.25 1.42 2.267 2.83 | 5.267 8.50 | 8.267 2.83 | 11.27 1.42 2.283 2.83 | 5.283 8.50 | 8.283 2.83 | 11.28 1.42 2.300 2.83 | 5.300 8.50 | 8.300 2.83 | 11.30 1.42 2.317 2.83 | 5.317 8.50 | 8.317 2.83 | 11.32 1.42 2.333 2.83 | 5.333 8.50 | 8.333 2.83 | 11.33 1.42 2.350 2.83 | 5.350 8.50 | 8.350 2.83 | 11.35 1.42 2.367 2.83 | 5.367 8.50 | 8.367 2.83 | 11.37 1.42

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Pre-Development 2.383 2.83 | 5.383 8.50 | 8.383 2.83 | 11.38 1.42 2.400 2.83 | 5.400 8.50 | 8.400 2.83 | 11.40 1.42 2.417 2.83 | 5.417 8.50 | 8.417 2.83 | 11.42 1.42 2.433 2.83 | 5.433 8.50 | 8.433 2.83 | 11.43 1.42 2.450 2.83 | 5.450 8.50 | 8.450 2.83 | 11.45 1.42 2.467 2.83 | 5.467 8.50 | 8.467 2.83 | 11.47 1.42 2.483 2.83 | 5.483 8.50 | 8.483 2.83 | 11.48 1.42 2.500 2.83 | 5.500 8.55 | 8.500 2.83 | 11.50 1.42 2.517 2.83 | 5.517 63.72 | 8.517 2.83 | 11.52 1.42 2.533 2.83 | 5.533 63.72 | 8.533 2.83 | 11.53 1.42 2.550 2.83 | 5.550 63.72 | 8.550 2.83 | 11.55 1.42 2.567 2.83 | 5.567 63.72 | 8.567 2.83 | 11.57 1.42 2.583 2.83 | 5.583 63.72 | 8.583 2.83 | 11.58 1.42 2.600 2.83 | 5.600 63.72 | 8.600 2.83 | 11.60 1.42 2.617 2.83 | 5.617 63.72 | 8.617 2.83 | 11.62 1.42 2.633 2.83 | 5.633 63.72 | 8.633 2.83 | 11.63 1.42 2.650 2.83 | 5.650 63.72 | 8.650 2.83 | 11.65 1.42 2.667 2.83 | 5.667 63.72 | 8.667 2.83 | 11.67 1.42 2.683 2.83 | 5.683 63.72 | 8.683 2.83 | 11.68 1.42 2.700 2.83 | 5.700 63.72 | 8.700 2.83 | 11.70 1.42 2.717 2.83 | 5.717 63.72 | 8.717 2.83 | 11.72 1.42 2.733 2.83 | 5.733 63.72 | 8.733 2.83 | 11.73 1.42 2.750 2.83 | 5.750 63.72 | 8.750 2.83 | 11.75 1.42 2.767 2.83 | 5.767 63.72 | 8.767 2.83 | 11.77 1.42 2.783 2.83 | 5.783 63.72 | 8.783 2.83 | 11.78 1.42 2.800 2.83 | 5.800 63.72 | 8.800 2.83 | 11.80 1.42 2.817 2.83 | 5.817 63.72 | 8.817 2.83 | 11.82 1.42 2.833 2.83 | 5.833 63.72 | 8.833 2.83 | 11.83 1.42 2.850 2.83 | 5.850 63.72 | 8.850 2.83 | 11.85 1.42 2.867 2.83 | 5.867 63.72 | 8.867 2.83 | 11.87 1.42 2.883 2.83 | 5.883 63.72 | 8.883 2.83 | 11.88 1.42 2.900 2.83 | 5.900 63.72 | 8.900 2.83 | 11.90 1.42 2.917 2.83 | 5.917 63.72 | 8.917 2.83 | 11.92 1.42 2.933 2.83 | 5.933 63.72 | 8.933 2.83 | 11.93 1.42 2.950 2.83 | 5.950 63.72 | 8.950 2.83 | 11.95 1.42 2.967 2.83 | 5.967 63.72 | 8.967 2.83 | 11.97 1.42 2.983 2.83 | 5.983 63.72 | 8.983 2.83 | 11.98 1.42 3.000 2.83 | 6.000 63.65 | 9.000 2.83 | 12.00 1.42 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.517 (i) TIME TO PEAK (hrs)= 6.450 RUNOFF VOLUME (mm)= 22.465 TOTAL RAINFALL (mm)= 70.799 RUNOFF COEFFICIENT = 0.317 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.074 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 31.023 TOTAL RAINFALL (mm)= 70.799 RUNOFF COEFFICIENT = 0.438

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Pre-Development (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.517 6.45 22.47 + ID2= 2 ( 0110): 0.75 0.074 6.00 31.02 ==================================================== ID = 3 ( 0003): 17.00 0.534 6.47 22.84 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\8ef068f3-f46b-4e89-a732-7d6fedd5724a\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\8ef068f3-f46b-4e89-a732-7d6fedd5724a\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : J) 25yr SCS ** ************************************************

Page 35

Pre-Development--------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\90bc91c4| Ptotal= 82.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.66 | 3.50 3.31 | 6.50 14.90 | 9.50 3.31 1.00 1.66 | 4.00 3.31 | 7.00 6.62 | 10.00 1.66 1.50 1.66 | 4.50 4.97 | 7.50 4.97 | 10.50 1.66 2.00 1.66 | 5.00 6.62 | 8.00 4.97 | 11.00 1.66 2.50 3.31 | 5.50 9.94 | 8.50 3.31 | 11.50 1.66 3.00 3.31 | 6.00 74.52 | 9.00 3.31 | 12.00 1.66 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.66 | 3.017 3.31 | 6.017 14.90 | 9.02 3.31 0.033 1.66 | 3.033 3.31 | 6.033 14.90 | 9.03 3.31 0.050 1.66 | 3.050 3.31 | 6.050 14.90 | 9.05 3.31 0.067 1.66 | 3.067 3.31 | 6.067 14.90 | 9.07 3.31 0.083 1.66 | 3.083 3.31 | 6.083 14.90 | 9.08 3.31 0.100 1.66 | 3.100 3.31 | 6.100 14.90 | 9.10 3.31 0.117 1.66 | 3.117 3.31 | 6.117 14.90 | 9.12 3.31 0.133 1.66 | 3.133 3.31 | 6.133 14.90 | 9.13 3.31 0.150 1.66 | 3.150 3.31 | 6.150 14.90 | 9.15 3.31 0.167 1.66 | 3.167 3.31 | 6.167 14.90 | 9.17 3.31 0.183 1.66 | 3.183 3.31 | 6.183 14.90 | 9.18 3.31 0.200 1.66 | 3.200 3.31 | 6.200 14.90 | 9.20 3.31 0.217 1.66 | 3.217 3.31 | 6.217 14.90 | 9.22 3.31 0.233 1.66 | 3.233 3.31 | 6.233 14.90 | 9.23 3.31 0.250 1.66 | 3.250 3.31 | 6.250 14.90 | 9.25 3.31 0.267 1.66 | 3.267 3.31 | 6.267 14.90 | 9.27 3.31 0.283 1.66 | 3.283 3.31 | 6.283 14.90 | 9.28 3.31 0.300 1.66 | 3.300 3.31 | 6.300 14.90 | 9.30 3.31 0.317 1.66 | 3.317 3.31 | 6.317 14.90 | 9.32 3.31 0.333 1.66 | 3.333 3.31 | 6.333 14.90 | 9.33 3.31 0.350 1.66 | 3.350 3.31 | 6.350 14.90 | 9.35 3.31 0.367 1.66 | 3.367 3.31 | 6.367 14.90 | 9.37 3.31 0.383 1.66 | 3.383 3.31 | 6.383 14.90 | 9.38 3.31 0.400 1.66 | 3.400 3.31 | 6.400 14.90 | 9.40 3.31 0.417 1.66 | 3.417 3.31 | 6.417 14.90 | 9.42 3.31 0.433 1.66 | 3.433 3.31 | 6.433 14.90 | 9.43 3.31 0.450 1.66 | 3.450 3.31 | 6.450 14.90 | 9.45 3.31 0.467 1.66 | 3.467 3.31 | 6.467 14.90 | 9.47 3.31 0.483 1.66 | 3.483 3.31 | 6.483 14.90 | 9.48 3.31 0.500 1.66 | 3.500 3.31 | 6.500 14.89 | 9.50 3.31 0.517 1.66 | 3.517 3.31 | 6.517 6.62 | 9.52 1.66 0.533 1.66 | 3.533 3.31 | 6.533 6.62 | 9.53 1.66

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Pre-Development 0.550 1.66 | 3.550 3.31 | 6.550 6.62 | 9.55 1.66 0.567 1.66 | 3.567 3.31 | 6.567 6.62 | 9.57 1.66 0.583 1.66 | 3.583 3.31 | 6.583 6.62 | 9.58 1.66 0.600 1.66 | 3.600 3.31 | 6.600 6.62 | 9.60 1.66 0.617 1.66 | 3.617 3.31 | 6.617 6.62 | 9.62 1.66 0.633 1.66 | 3.633 3.31 | 6.633 6.62 | 9.63 1.66 0.650 1.66 | 3.650 3.31 | 6.650 6.62 | 9.65 1.66 0.667 1.66 | 3.667 3.31 | 6.667 6.62 | 9.67 1.66 0.683 1.66 | 3.683 3.31 | 6.683 6.62 | 9.68 1.66 0.700 1.66 | 3.700 3.31 | 6.700 6.62 | 9.70 1.66 0.717 1.66 | 3.717 3.31 | 6.717 6.62 | 9.72 1.66 0.733 1.66 | 3.733 3.31 | 6.733 6.62 | 9.73 1.66 0.750 1.66 | 3.750 3.31 | 6.750 6.62 | 9.75 1.66 0.767 1.66 | 3.767 3.31 | 6.767 6.62 | 9.77 1.66 0.783 1.66 | 3.783 3.31 | 6.783 6.62 | 9.78 1.66 0.800 1.66 | 3.800 3.31 | 6.800 6.62 | 9.80 1.66 0.817 1.66 | 3.817 3.31 | 6.817 6.62 | 9.82 1.66 0.833 1.66 | 3.833 3.31 | 6.833 6.62 | 9.83 1.66 0.850 1.66 | 3.850 3.31 | 6.850 6.62 | 9.85 1.66 0.867 1.66 | 3.867 3.31 | 6.867 6.62 | 9.87 1.66 0.883 1.66 | 3.883 3.31 | 6.883 6.62 | 9.88 1.66 0.900 1.66 | 3.900 3.31 | 6.900 6.62 | 9.90 1.66 0.917 1.66 | 3.917 3.31 | 6.917 6.62 | 9.92 1.66 0.933 1.66 | 3.933 3.31 | 6.933 6.62 | 9.93 1.66 0.950 1.66 | 3.950 3.31 | 6.950 6.62 | 9.95 1.66 0.967 1.66 | 3.967 3.31 | 6.967 6.62 | 9.97 1.66 0.983 1.66 | 3.983 3.31 | 6.983 6.62 | 9.98 1.66 1.000 1.66 | 4.000 3.31 | 7.000 6.62 | 10.00 1.66 1.017 1.66 | 4.017 4.97 | 7.017 4.97 | 10.02 1.66 1.033 1.66 | 4.033 4.97 | 7.033 4.97 | 10.03 1.66 1.050 1.66 | 4.050 4.97 | 7.050 4.97 | 10.05 1.66 1.067 1.66 | 4.067 4.97 | 7.067 4.97 | 10.07 1.66 1.083 1.66 | 4.083 4.97 | 7.083 4.97 | 10.08 1.66 1.100 1.66 | 4.100 4.97 | 7.100 4.97 | 10.10 1.66 1.117 1.66 | 4.117 4.97 | 7.117 4.97 | 10.12 1.66 1.133 1.66 | 4.133 4.97 | 7.133 4.97 | 10.13 1.66 1.150 1.66 | 4.150 4.97 | 7.150 4.97 | 10.15 1.66 1.167 1.66 | 4.167 4.97 | 7.167 4.97 | 10.17 1.66 1.183 1.66 | 4.183 4.97 | 7.183 4.97 | 10.18 1.66 1.200 1.66 | 4.200 4.97 | 7.200 4.97 | 10.20 1.66 1.217 1.66 | 4.217 4.97 | 7.217 4.97 | 10.22 1.66 1.233 1.66 | 4.233 4.97 | 7.233 4.97 | 10.23 1.66 1.250 1.66 | 4.250 4.97 | 7.250 4.97 | 10.25 1.66 1.267 1.66 | 4.267 4.97 | 7.267 4.97 | 10.27 1.66 1.283 1.66 | 4.283 4.97 | 7.283 4.97 | 10.28 1.66 1.300 1.66 | 4.300 4.97 | 7.300 4.97 | 10.30 1.66 1.317 1.66 | 4.317 4.97 | 7.317 4.97 | 10.32 1.66 1.333 1.66 | 4.333 4.97 | 7.333 4.97 | 10.33 1.66 1.350 1.66 | 4.350 4.97 | 7.350 4.97 | 10.35 1.66 1.367 1.66 | 4.367 4.97 | 7.367 4.97 | 10.37 1.66 1.383 1.66 | 4.383 4.97 | 7.383 4.97 | 10.38 1.66 1.400 1.66 | 4.400 4.97 | 7.400 4.97 | 10.40 1.66 1.417 1.66 | 4.417 4.97 | 7.417 4.97 | 10.42 1.66 1.433 1.66 | 4.433 4.97 | 7.433 4.97 | 10.43 1.66 1.450 1.66 | 4.450 4.97 | 7.450 4.97 | 10.45 1.66 1.467 1.66 | 4.467 4.97 | 7.467 4.97 | 10.47 1.66 1.483 1.66 | 4.483 4.97 | 7.483 4.97 | 10.48 1.66 1.500 1.66 | 4.500 4.97 | 7.500 4.97 | 10.50 1.66 1.517 1.66 | 4.517 6.62 | 7.517 4.97 | 10.52 1.66 1.533 1.66 | 4.533 6.62 | 7.533 4.97 | 10.53 1.66 1.550 1.66 | 4.550 6.62 | 7.550 4.97 | 10.55 1.66 1.567 1.66 | 4.567 6.62 | 7.567 4.97 | 10.57 1.66 1.583 1.66 | 4.583 6.62 | 7.583 4.97 | 10.58 1.66

Page 37

Pre-Development 1.600 1.66 | 4.600 6.62 | 7.600 4.97 | 10.60 1.66 1.617 1.66 | 4.617 6.62 | 7.617 4.97 | 10.62 1.66 1.633 1.66 | 4.633 6.62 | 7.633 4.97 | 10.63 1.66 1.650 1.66 | 4.650 6.62 | 7.650 4.97 | 10.65 1.66 1.667 1.66 | 4.667 6.62 | 7.667 4.97 | 10.67 1.66 1.683 1.66 | 4.683 6.62 | 7.683 4.97 | 10.68 1.66 1.700 1.66 | 4.700 6.62 | 7.700 4.97 | 10.70 1.66 1.717 1.66 | 4.717 6.62 | 7.717 4.97 | 10.72 1.66 1.733 1.66 | 4.733 6.62 | 7.733 4.97 | 10.73 1.66 1.750 1.66 | 4.750 6.62 | 7.750 4.97 | 10.75 1.66 1.767 1.66 | 4.767 6.62 | 7.767 4.97 | 10.77 1.66 1.783 1.66 | 4.783 6.62 | 7.783 4.97 | 10.78 1.66 1.800 1.66 | 4.800 6.62 | 7.800 4.97 | 10.80 1.66 1.817 1.66 | 4.817 6.62 | 7.817 4.97 | 10.82 1.66 1.833 1.66 | 4.833 6.62 | 7.833 4.97 | 10.83 1.66 1.850 1.66 | 4.850 6.62 | 7.850 4.97 | 10.85 1.66 1.867 1.66 | 4.867 6.62 | 7.867 4.97 | 10.87 1.66 1.883 1.66 | 4.883 6.62 | 7.883 4.97 | 10.88 1.66 1.900 1.66 | 4.900 6.62 | 7.900 4.97 | 10.90 1.66 1.917 1.66 | 4.917 6.62 | 7.917 4.97 | 10.92 1.66 1.933 1.66 | 4.933 6.62 | 7.933 4.97 | 10.93 1.66 1.950 1.66 | 4.950 6.62 | 7.950 4.97 | 10.95 1.66 1.967 1.66 | 4.967 6.62 | 7.967 4.97 | 10.97 1.66 1.983 1.66 | 4.983 6.62 | 7.983 4.97 | 10.98 1.66 2.000 1.66 | 5.000 6.63 | 8.000 4.96 | 11.00 1.66 2.017 3.31 | 5.017 9.94 | 8.017 3.31 | 11.02 1.66 2.033 3.31 | 5.033 9.94 | 8.033 3.31 | 11.03 1.66 2.050 3.31 | 5.050 9.94 | 8.050 3.31 | 11.05 1.66 2.067 3.31 | 5.067 9.94 | 8.067 3.31 | 11.07 1.66 2.083 3.31 | 5.083 9.94 | 8.083 3.31 | 11.08 1.66 2.100 3.31 | 5.100 9.94 | 8.100 3.31 | 11.10 1.66 2.117 3.31 | 5.117 9.94 | 8.117 3.31 | 11.12 1.66 2.133 3.31 | 5.133 9.94 | 8.133 3.31 | 11.13 1.66 2.150 3.31 | 5.150 9.94 | 8.150 3.31 | 11.15 1.66 2.167 3.31 | 5.167 9.94 | 8.167 3.31 | 11.17 1.66 2.183 3.31 | 5.183 9.94 | 8.183 3.31 | 11.18 1.66 2.200 3.31 | 5.200 9.94 | 8.200 3.31 | 11.20 1.66 2.217 3.31 | 5.217 9.94 | 8.217 3.31 | 11.22 1.66 2.233 3.31 | 5.233 9.94 | 8.233 3.31 | 11.23 1.66 2.250 3.31 | 5.250 9.94 | 8.250 3.31 | 11.25 1.66 2.267 3.31 | 5.267 9.94 | 8.267 3.31 | 11.27 1.66 2.283 3.31 | 5.283 9.94 | 8.283 3.31 | 11.28 1.66 2.300 3.31 | 5.300 9.94 | 8.300 3.31 | 11.30 1.66 2.317 3.31 | 5.317 9.94 | 8.317 3.31 | 11.32 1.66 2.333 3.31 | 5.333 9.94 | 8.333 3.31 | 11.33 1.66 2.350 3.31 | 5.350 9.94 | 8.350 3.31 | 11.35 1.66 2.367 3.31 | 5.367 9.94 | 8.367 3.31 | 11.37 1.66 2.383 3.31 | 5.383 9.94 | 8.383 3.31 | 11.38 1.66 2.400 3.31 | 5.400 9.94 | 8.400 3.31 | 11.40 1.66 2.417 3.31 | 5.417 9.94 | 8.417 3.31 | 11.42 1.66 2.433 3.31 | 5.433 9.94 | 8.433 3.31 | 11.43 1.66 2.450 3.31 | 5.450 9.94 | 8.450 3.31 | 11.45 1.66 2.467 3.31 | 5.467 9.94 | 8.467 3.31 | 11.47 1.66 2.483 3.31 | 5.483 9.94 | 8.483 3.31 | 11.48 1.66 2.500 3.31 | 5.500 10.00 | 8.500 3.31 | 11.50 1.66 2.517 3.31 | 5.517 74.52 | 8.517 3.31 | 11.52 1.66 2.533 3.31 | 5.533 74.52 | 8.533 3.31 | 11.53 1.66 2.550 3.31 | 5.550 74.52 | 8.550 3.31 | 11.55 1.66 2.567 3.31 | 5.567 74.52 | 8.567 3.31 | 11.57 1.66 2.583 3.31 | 5.583 74.52 | 8.583 3.31 | 11.58 1.66 2.600 3.31 | 5.600 74.52 | 8.600 3.31 | 11.60 1.66 2.617 3.31 | 5.617 74.52 | 8.617 3.31 | 11.62 1.66 2.633 3.31 | 5.633 74.52 | 8.633 3.31 | 11.63 1.66

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Pre-Development 2.650 3.31 | 5.650 74.52 | 8.650 3.31 | 11.65 1.66 2.667 3.31 | 5.667 74.52 | 8.667 3.31 | 11.67 1.66 2.683 3.31 | 5.683 74.52 | 8.683 3.31 | 11.68 1.66 2.700 3.31 | 5.700 74.52 | 8.700 3.31 | 11.70 1.66 2.717 3.31 | 5.717 74.52 | 8.717 3.31 | 11.72 1.66 2.733 3.31 | 5.733 74.52 | 8.733 3.31 | 11.73 1.66 2.750 3.31 | 5.750 74.52 | 8.750 3.31 | 11.75 1.66 2.767 3.31 | 5.767 74.52 | 8.767 3.31 | 11.77 1.66 2.783 3.31 | 5.783 74.52 | 8.783 3.31 | 11.78 1.66 2.800 3.31 | 5.800 74.52 | 8.800 3.31 | 11.80 1.66 2.817 3.31 | 5.817 74.52 | 8.817 3.31 | 11.82 1.66 2.833 3.31 | 5.833 74.52 | 8.833 3.31 | 11.83 1.66 2.850 3.31 | 5.850 74.52 | 8.850 3.31 | 11.85 1.66 2.867 3.31 | 5.867 74.52 | 8.867 3.31 | 11.87 1.66 2.883 3.31 | 5.883 74.52 | 8.883 3.31 | 11.88 1.66 2.900 3.31 | 5.900 74.52 | 8.900 3.31 | 11.90 1.66 2.917 3.31 | 5.917 74.52 | 8.917 3.31 | 11.92 1.66 2.933 3.31 | 5.933 74.52 | 8.933 3.31 | 11.93 1.66 2.950 3.31 | 5.950 74.52 | 8.950 3.31 | 11.95 1.66 2.967 3.31 | 5.967 74.52 | 8.967 3.31 | 11.97 1.66 2.983 3.31 | 5.983 74.52 | 8.983 3.31 | 11.98 1.66 3.000 3.31 | 6.000 74.44 | 9.000 3.31 | 12.00 1.66 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.701 (i) TIME TO PEAK (hrs)= 6.450 RUNOFF VOLUME (mm)= 30.019 TOTAL RAINFALL (mm)= 82.799 RUNOFF COEFFICIENT = 0.363 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.095 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 39.936 TOTAL RAINFALL (mm)= 82.799 RUNOFF COEFFICIENT = 0.482 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.701 6.45 30.02 + ID2= 2 ( 0110): 0.75 0.095 6.00 39.94 ==================================================== ID = 3 ( 0003): 17.00 0.723 6.45 30.46 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.

Page 39

Pre-Development-------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\42cb0292-3681-4915-b682-c5df91c0d4d8\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\42cb0292-3681-4915-b682-c5df91c0d4d8\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : K) 50yr SCS ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\9585bae9| Ptotal= 92.40 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.85 | 3.50 3.70 | 6.50 16.63 | 9.50 3.70 1.00 1.85 | 4.00 3.70 | 7.00 7.39 | 10.00 1.85 1.50 1.85 | 4.50 5.54 | 7.50 5.54 | 10.50 1.85 2.00 1.85 | 5.00 7.39 | 8.00 5.54 | 11.00 1.85 2.50 3.70 | 5.50 11.09 | 8.50 3.70 | 11.50 1.85

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Pre-Development 3.00 3.70 | 6.00 83.16 | 9.00 3.70 | 12.00 1.85 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.85 | 3.017 3.70 | 6.017 16.63 | 9.02 3.70 0.033 1.85 | 3.033 3.70 | 6.033 16.63 | 9.03 3.70 0.050 1.85 | 3.050 3.70 | 6.050 16.63 | 9.05 3.70 0.067 1.85 | 3.067 3.70 | 6.067 16.63 | 9.07 3.70 0.083 1.85 | 3.083 3.70 | 6.083 16.63 | 9.08 3.70 0.100 1.85 | 3.100 3.70 | 6.100 16.63 | 9.10 3.70 0.117 1.85 | 3.117 3.70 | 6.117 16.63 | 9.12 3.70 0.133 1.85 | 3.133 3.70 | 6.133 16.63 | 9.13 3.70 0.150 1.85 | 3.150 3.70 | 6.150 16.63 | 9.15 3.70 0.167 1.85 | 3.167 3.70 | 6.167 16.63 | 9.17 3.70 0.183 1.85 | 3.183 3.70 | 6.183 16.63 | 9.18 3.70 0.200 1.85 | 3.200 3.70 | 6.200 16.63 | 9.20 3.70 0.217 1.85 | 3.217 3.70 | 6.217 16.63 | 9.22 3.70 0.233 1.85 | 3.233 3.70 | 6.233 16.63 | 9.23 3.70 0.250 1.85 | 3.250 3.70 | 6.250 16.63 | 9.25 3.70 0.267 1.85 | 3.267 3.70 | 6.267 16.63 | 9.27 3.70 0.283 1.85 | 3.283 3.70 | 6.283 16.63 | 9.28 3.70 0.300 1.85 | 3.300 3.70 | 6.300 16.63 | 9.30 3.70 0.317 1.85 | 3.317 3.70 | 6.317 16.63 | 9.32 3.70 0.333 1.85 | 3.333 3.70 | 6.333 16.63 | 9.33 3.70 0.350 1.85 | 3.350 3.70 | 6.350 16.63 | 9.35 3.70 0.367 1.85 | 3.367 3.70 | 6.367 16.63 | 9.37 3.70 0.383 1.85 | 3.383 3.70 | 6.383 16.63 | 9.38 3.70 0.400 1.85 | 3.400 3.70 | 6.400 16.63 | 9.40 3.70 0.417 1.85 | 3.417 3.70 | 6.417 16.63 | 9.42 3.70 0.433 1.85 | 3.433 3.70 | 6.433 16.63 | 9.43 3.70 0.450 1.85 | 3.450 3.70 | 6.450 16.63 | 9.45 3.70 0.467 1.85 | 3.467 3.70 | 6.467 16.63 | 9.47 3.70 0.483 1.85 | 3.483 3.70 | 6.483 16.63 | 9.48 3.70 0.500 1.85 | 3.500 3.70 | 6.500 16.62 | 9.50 3.69 0.517 1.85 | 3.517 3.70 | 6.517 7.39 | 9.52 1.85 0.533 1.85 | 3.533 3.70 | 6.533 7.39 | 9.53 1.85 0.550 1.85 | 3.550 3.70 | 6.550 7.39 | 9.55 1.85 0.567 1.85 | 3.567 3.70 | 6.567 7.39 | 9.57 1.85 0.583 1.85 | 3.583 3.70 | 6.583 7.39 | 9.58 1.85 0.600 1.85 | 3.600 3.70 | 6.600 7.39 | 9.60 1.85 0.617 1.85 | 3.617 3.70 | 6.617 7.39 | 9.62 1.85 0.633 1.85 | 3.633 3.70 | 6.633 7.39 | 9.63 1.85 0.650 1.85 | 3.650 3.70 | 6.650 7.39 | 9.65 1.85 0.667 1.85 | 3.667 3.70 | 6.667 7.39 | 9.67 1.85 0.683 1.85 | 3.683 3.70 | 6.683 7.39 | 9.68 1.85 0.700 1.85 | 3.700 3.70 | 6.700 7.39 | 9.70 1.85 0.717 1.85 | 3.717 3.70 | 6.717 7.39 | 9.72 1.85 0.733 1.85 | 3.733 3.70 | 6.733 7.39 | 9.73 1.85 0.750 1.85 | 3.750 3.70 | 6.750 7.39 | 9.75 1.85 0.767 1.85 | 3.767 3.70 | 6.767 7.39 | 9.77 1.85 0.783 1.85 | 3.783 3.70 | 6.783 7.39 | 9.78 1.85 0.800 1.85 | 3.800 3.70 | 6.800 7.39 | 9.80 1.85

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Pre-Development 0.817 1.85 | 3.817 3.70 | 6.817 7.39 | 9.82 1.85 0.833 1.85 | 3.833 3.70 | 6.833 7.39 | 9.83 1.85 0.850 1.85 | 3.850 3.70 | 6.850 7.39 | 9.85 1.85 0.867 1.85 | 3.867 3.70 | 6.867 7.39 | 9.87 1.85 0.883 1.85 | 3.883 3.70 | 6.883 7.39 | 9.88 1.85 0.900 1.85 | 3.900 3.70 | 6.900 7.39 | 9.90 1.85 0.917 1.85 | 3.917 3.70 | 6.917 7.39 | 9.92 1.85 0.933 1.85 | 3.933 3.70 | 6.933 7.39 | 9.93 1.85 0.950 1.85 | 3.950 3.70 | 6.950 7.39 | 9.95 1.85 0.967 1.85 | 3.967 3.70 | 6.967 7.39 | 9.97 1.85 0.983 1.85 | 3.983 3.70 | 6.983 7.39 | 9.98 1.85 1.000 1.85 | 4.000 3.70 | 7.000 7.39 | 10.00 1.85 1.017 1.85 | 4.017 5.54 | 7.017 5.54 | 10.02 1.85 1.033 1.85 | 4.033 5.54 | 7.033 5.54 | 10.03 1.85 1.050 1.85 | 4.050 5.54 | 7.050 5.54 | 10.05 1.85 1.067 1.85 | 4.067 5.54 | 7.067 5.54 | 10.07 1.85 1.083 1.85 | 4.083 5.54 | 7.083 5.54 | 10.08 1.85 1.100 1.85 | 4.100 5.54 | 7.100 5.54 | 10.10 1.85 1.117 1.85 | 4.117 5.54 | 7.117 5.54 | 10.12 1.85 1.133 1.85 | 4.133 5.54 | 7.133 5.54 | 10.13 1.85 1.150 1.85 | 4.150 5.54 | 7.150 5.54 | 10.15 1.85 1.167 1.85 | 4.167 5.54 | 7.167 5.54 | 10.17 1.85 1.183 1.85 | 4.183 5.54 | 7.183 5.54 | 10.18 1.85 1.200 1.85 | 4.200 5.54 | 7.200 5.54 | 10.20 1.85 1.217 1.85 | 4.217 5.54 | 7.217 5.54 | 10.22 1.85 1.233 1.85 | 4.233 5.54 | 7.233 5.54 | 10.23 1.85 1.250 1.85 | 4.250 5.54 | 7.250 5.54 | 10.25 1.85 1.267 1.85 | 4.267 5.54 | 7.267 5.54 | 10.27 1.85 1.283 1.85 | 4.283 5.54 | 7.283 5.54 | 10.28 1.85 1.300 1.85 | 4.300 5.54 | 7.300 5.54 | 10.30 1.85 1.317 1.85 | 4.317 5.54 | 7.317 5.54 | 10.32 1.85 1.333 1.85 | 4.333 5.54 | 7.333 5.54 | 10.33 1.85 1.350 1.85 | 4.350 5.54 | 7.350 5.54 | 10.35 1.85 1.367 1.85 | 4.367 5.54 | 7.367 5.54 | 10.37 1.85 1.383 1.85 | 4.383 5.54 | 7.383 5.54 | 10.38 1.85 1.400 1.85 | 4.400 5.54 | 7.400 5.54 | 10.40 1.85 1.417 1.85 | 4.417 5.54 | 7.417 5.54 | 10.42 1.85 1.433 1.85 | 4.433 5.54 | 7.433 5.54 | 10.43 1.85 1.450 1.85 | 4.450 5.54 | 7.450 5.54 | 10.45 1.85 1.467 1.85 | 4.467 5.54 | 7.467 5.54 | 10.47 1.85 1.483 1.85 | 4.483 5.54 | 7.483 5.54 | 10.48 1.85 1.500 1.85 | 4.500 5.54 | 7.500 5.54 | 10.50 1.85 1.517 1.85 | 4.517 7.39 | 7.517 5.54 | 10.52 1.85 1.533 1.85 | 4.533 7.39 | 7.533 5.54 | 10.53 1.85 1.550 1.85 | 4.550 7.39 | 7.550 5.54 | 10.55 1.85 1.567 1.85 | 4.567 7.39 | 7.567 5.54 | 10.57 1.85 1.583 1.85 | 4.583 7.39 | 7.583 5.54 | 10.58 1.85 1.600 1.85 | 4.600 7.39 | 7.600 5.54 | 10.60 1.85 1.617 1.85 | 4.617 7.39 | 7.617 5.54 | 10.62 1.85 1.633 1.85 | 4.633 7.39 | 7.633 5.54 | 10.63 1.85 1.650 1.85 | 4.650 7.39 | 7.650 5.54 | 10.65 1.85 1.667 1.85 | 4.667 7.39 | 7.667 5.54 | 10.67 1.85 1.683 1.85 | 4.683 7.39 | 7.683 5.54 | 10.68 1.85 1.700 1.85 | 4.700 7.39 | 7.700 5.54 | 10.70 1.85 1.717 1.85 | 4.717 7.39 | 7.717 5.54 | 10.72 1.85 1.733 1.85 | 4.733 7.39 | 7.733 5.54 | 10.73 1.85 1.750 1.85 | 4.750 7.39 | 7.750 5.54 | 10.75 1.85 1.767 1.85 | 4.767 7.39 | 7.767 5.54 | 10.77 1.85 1.783 1.85 | 4.783 7.39 | 7.783 5.54 | 10.78 1.85 1.800 1.85 | 4.800 7.39 | 7.800 5.54 | 10.80 1.85 1.817 1.85 | 4.817 7.39 | 7.817 5.54 | 10.82 1.85 1.833 1.85 | 4.833 7.39 | 7.833 5.54 | 10.83 1.85 1.850 1.85 | 4.850 7.39 | 7.850 5.54 | 10.85 1.85

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Pre-Development 1.867 1.85 | 4.867 7.39 | 7.867 5.54 | 10.87 1.85 1.883 1.85 | 4.883 7.39 | 7.883 5.54 | 10.88 1.85 1.900 1.85 | 4.900 7.39 | 7.900 5.54 | 10.90 1.85 1.917 1.85 | 4.917 7.39 | 7.917 5.54 | 10.92 1.85 1.933 1.85 | 4.933 7.39 | 7.933 5.54 | 10.93 1.85 1.950 1.85 | 4.950 7.39 | 7.950 5.54 | 10.95 1.85 1.967 1.85 | 4.967 7.39 | 7.967 5.54 | 10.97 1.85 1.983 1.85 | 4.983 7.39 | 7.983 5.54 | 10.98 1.85 2.000 1.85 | 5.000 7.39 | 8.000 5.54 | 11.00 1.85 2.017 3.70 | 5.017 11.09 | 8.017 3.70 | 11.02 1.85 2.033 3.70 | 5.033 11.09 | 8.033 3.70 | 11.03 1.85 2.050 3.70 | 5.050 11.09 | 8.050 3.70 | 11.05 1.85 2.067 3.70 | 5.067 11.09 | 8.067 3.70 | 11.07 1.85 2.083 3.70 | 5.083 11.09 | 8.083 3.70 | 11.08 1.85 2.100 3.70 | 5.100 11.09 | 8.100 3.70 | 11.10 1.85 2.117 3.70 | 5.117 11.09 | 8.117 3.70 | 11.12 1.85 2.133 3.70 | 5.133 11.09 | 8.133 3.70 | 11.13 1.85 2.150 3.70 | 5.150 11.09 | 8.150 3.70 | 11.15 1.85 2.167 3.70 | 5.167 11.09 | 8.167 3.70 | 11.17 1.85 2.183 3.70 | 5.183 11.09 | 8.183 3.70 | 11.18 1.85 2.200 3.70 | 5.200 11.09 | 8.200 3.70 | 11.20 1.85 2.217 3.70 | 5.217 11.09 | 8.217 3.70 | 11.22 1.85 2.233 3.70 | 5.233 11.09 | 8.233 3.70 | 11.23 1.85 2.250 3.70 | 5.250 11.09 | 8.250 3.70 | 11.25 1.85 2.267 3.70 | 5.267 11.09 | 8.267 3.70 | 11.27 1.85 2.283 3.70 | 5.283 11.09 | 8.283 3.70 | 11.28 1.85 2.300 3.70 | 5.300 11.09 | 8.300 3.70 | 11.30 1.85 2.317 3.70 | 5.317 11.09 | 8.317 3.70 | 11.32 1.85 2.333 3.70 | 5.333 11.09 | 8.333 3.70 | 11.33 1.85 2.350 3.70 | 5.350 11.09 | 8.350 3.70 | 11.35 1.85 2.367 3.70 | 5.367 11.09 | 8.367 3.70 | 11.37 1.85 2.383 3.70 | 5.383 11.09 | 8.383 3.70 | 11.38 1.85 2.400 3.70 | 5.400 11.09 | 8.400 3.70 | 11.40 1.85 2.417 3.70 | 5.417 11.09 | 8.417 3.70 | 11.42 1.85 2.433 3.70 | 5.433 11.09 | 8.433 3.70 | 11.43 1.85 2.450 3.70 | 5.450 11.09 | 8.450 3.70 | 11.45 1.85 2.467 3.70 | 5.467 11.09 | 8.467 3.70 | 11.47 1.85 2.483 3.70 | 5.483 11.09 | 8.483 3.70 | 11.48 1.85 2.500 3.70 | 5.500 11.16 | 8.500 3.70 | 11.50 1.85 2.517 3.70 | 5.517 83.16 | 8.517 3.70 | 11.52 1.85 2.533 3.70 | 5.533 83.16 | 8.533 3.70 | 11.53 1.85 2.550 3.70 | 5.550 83.16 | 8.550 3.70 | 11.55 1.85 2.567 3.70 | 5.567 83.16 | 8.567 3.70 | 11.57 1.85 2.583 3.70 | 5.583 83.16 | 8.583 3.70 | 11.58 1.85 2.600 3.70 | 5.600 83.16 | 8.600 3.70 | 11.60 1.85 2.617 3.70 | 5.617 83.16 | 8.617 3.70 | 11.62 1.85 2.633 3.70 | 5.633 83.16 | 8.633 3.70 | 11.63 1.85 2.650 3.70 | 5.650 83.16 | 8.650 3.70 | 11.65 1.85 2.667 3.70 | 5.667 83.16 | 8.667 3.70 | 11.67 1.85 2.683 3.70 | 5.683 83.16 | 8.683 3.70 | 11.68 1.85 2.700 3.70 | 5.700 83.16 | 8.700 3.70 | 11.70 1.85 2.717 3.70 | 5.717 83.16 | 8.717 3.70 | 11.72 1.85 2.733 3.70 | 5.733 83.16 | 8.733 3.70 | 11.73 1.85 2.750 3.70 | 5.750 83.16 | 8.750 3.70 | 11.75 1.85 2.767 3.70 | 5.767 83.16 | 8.767 3.70 | 11.77 1.85 2.783 3.70 | 5.783 83.16 | 8.783 3.70 | 11.78 1.85 2.800 3.70 | 5.800 83.16 | 8.800 3.70 | 11.80 1.85 2.817 3.70 | 5.817 83.16 | 8.817 3.70 | 11.82 1.85 2.833 3.70 | 5.833 83.16 | 8.833 3.70 | 11.83 1.85 2.850 3.70 | 5.850 83.16 | 8.850 3.70 | 11.85 1.85 2.867 3.70 | 5.867 83.16 | 8.867 3.70 | 11.87 1.85 2.883 3.70 | 5.883 83.16 | 8.883 3.70 | 11.88 1.85 2.900 3.70 | 5.900 83.16 | 8.900 3.70 | 11.90 1.85

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Pre-Development 2.917 3.70 | 5.917 83.16 | 8.917 3.70 | 11.92 1.85 2.933 3.70 | 5.933 83.16 | 8.933 3.70 | 11.93 1.85 2.950 3.70 | 5.950 83.16 | 8.950 3.70 | 11.95 1.85 2.967 3.70 | 5.967 83.16 | 8.967 3.70 | 11.97 1.85 2.983 3.70 | 5.983 83.16 | 8.983 3.70 | 11.98 1.85 3.000 3.70 | 6.000 83.07 | 9.000 3.70 | 12.00 1.85 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 0.860 (i) TIME TO PEAK (hrs)= 6.433 RUNOFF VOLUME (mm)= 36.475 TOTAL RAINFALL (mm)= 92.399 RUNOFF COEFFICIENT = 0.395 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.112 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 47.397 TOTAL RAINFALL (mm)= 92.399 RUNOFF COEFFICIENT = 0.513 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 0.860 6.43 36.47 + ID2= 2 ( 0110): 0.75 0.112 6.00 47.40 ==================================================== ID = 3 ( 0003): 17.00 0.885 6.43 36.96 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica Infrastructure

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Pre-DevelopmentAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\b2da9151-92a5-4ddb-a9d2-474d08072ddf\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\b2da9151-92a5-4ddb-a9d2-474d08072ddf\scen

DATE: 06/14/2018 TIME: 10:49:51

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : L) 100yr SCS ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\c4a59be8| Ptotal=100.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 2.02 | 3.50 4.03 | 6.50 18.14 | 9.50 4.03 1.00 2.02 | 4.00 4.03 | 7.00 8.06 | 10.00 2.02 1.50 2.02 | 4.50 6.05 | 7.50 6.05 | 10.50 2.02 2.00 2.02 | 5.00 8.06 | 8.00 6.05 | 11.00 2.02 2.50 4.03 | 5.50 12.10 | 8.50 4.03 | 11.50 2.02 3.00 4.03 | 6.00 90.72 | 9.00 4.03 | 12.00 2.02 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0101)| Area (ha)= 16.25 Curve Number (CN)= 71.0|ID= 1 DT= 1.0 min | Ia (mm)= 10.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.53 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 2.02 | 3.017 4.03 | 6.017 18.14 | 9.02 4.03

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Pre-Development 0.033 2.02 | 3.033 4.03 | 6.033 18.14 | 9.03 4.03 0.050 2.02 | 3.050 4.03 | 6.050 18.14 | 9.05 4.03 0.067 2.02 | 3.067 4.03 | 6.067 18.14 | 9.07 4.03 0.083 2.02 | 3.083 4.03 | 6.083 18.14 | 9.08 4.03 0.100 2.02 | 3.100 4.03 | 6.100 18.14 | 9.10 4.03 0.117 2.02 | 3.117 4.03 | 6.117 18.14 | 9.12 4.03 0.133 2.02 | 3.133 4.03 | 6.133 18.14 | 9.13 4.03 0.150 2.02 | 3.150 4.03 | 6.150 18.14 | 9.15 4.03 0.167 2.02 | 3.167 4.03 | 6.167 18.14 | 9.17 4.03 0.183 2.02 | 3.183 4.03 | 6.183 18.14 | 9.18 4.03 0.200 2.02 | 3.200 4.03 | 6.200 18.14 | 9.20 4.03 0.217 2.02 | 3.217 4.03 | 6.217 18.14 | 9.22 4.03 0.233 2.02 | 3.233 4.03 | 6.233 18.14 | 9.23 4.03 0.250 2.02 | 3.250 4.03 | 6.250 18.14 | 9.25 4.03 0.267 2.02 | 3.267 4.03 | 6.267 18.14 | 9.27 4.03 0.283 2.02 | 3.283 4.03 | 6.283 18.14 | 9.28 4.03 0.300 2.02 | 3.300 4.03 | 6.300 18.14 | 9.30 4.03 0.317 2.02 | 3.317 4.03 | 6.317 18.14 | 9.32 4.03 0.333 2.02 | 3.333 4.03 | 6.333 18.14 | 9.33 4.03 0.350 2.02 | 3.350 4.03 | 6.350 18.14 | 9.35 4.03 0.367 2.02 | 3.367 4.03 | 6.367 18.14 | 9.37 4.03 0.383 2.02 | 3.383 4.03 | 6.383 18.14 | 9.38 4.03 0.400 2.02 | 3.400 4.03 | 6.400 18.14 | 9.40 4.03 0.417 2.02 | 3.417 4.03 | 6.417 18.14 | 9.42 4.03 0.433 2.02 | 3.433 4.03 | 6.433 18.14 | 9.43 4.03 0.450 2.02 | 3.450 4.03 | 6.450 18.14 | 9.45 4.03 0.467 2.02 | 3.467 4.03 | 6.467 18.14 | 9.47 4.03 0.483 2.02 | 3.483 4.03 | 6.483 18.14 | 9.48 4.03 0.500 2.02 | 3.500 4.03 | 6.500 18.13 | 9.50 4.03 0.517 2.02 | 3.517 4.03 | 6.517 8.06 | 9.52 2.02 0.533 2.02 | 3.533 4.03 | 6.533 8.06 | 9.53 2.02 0.550 2.02 | 3.550 4.03 | 6.550 8.06 | 9.55 2.02 0.567 2.02 | 3.567 4.03 | 6.567 8.06 | 9.57 2.02 0.583 2.02 | 3.583 4.03 | 6.583 8.06 | 9.58 2.02 0.600 2.02 | 3.600 4.03 | 6.600 8.06 | 9.60 2.02 0.617 2.02 | 3.617 4.03 | 6.617 8.06 | 9.62 2.02 0.633 2.02 | 3.633 4.03 | 6.633 8.06 | 9.63 2.02 0.650 2.02 | 3.650 4.03 | 6.650 8.06 | 9.65 2.02 0.667 2.02 | 3.667 4.03 | 6.667 8.06 | 9.67 2.02 0.683 2.02 | 3.683 4.03 | 6.683 8.06 | 9.68 2.02 0.700 2.02 | 3.700 4.03 | 6.700 8.06 | 9.70 2.02 0.717 2.02 | 3.717 4.03 | 6.717 8.06 | 9.72 2.02 0.733 2.02 | 3.733 4.03 | 6.733 8.06 | 9.73 2.02 0.750 2.02 | 3.750 4.03 | 6.750 8.06 | 9.75 2.02 0.767 2.02 | 3.767 4.03 | 6.767 8.06 | 9.77 2.02 0.783 2.02 | 3.783 4.03 | 6.783 8.06 | 9.78 2.02 0.800 2.02 | 3.800 4.03 | 6.800 8.06 | 9.80 2.02 0.817 2.02 | 3.817 4.03 | 6.817 8.06 | 9.82 2.02 0.833 2.02 | 3.833 4.03 | 6.833 8.06 | 9.83 2.02 0.850 2.02 | 3.850 4.03 | 6.850 8.06 | 9.85 2.02 0.867 2.02 | 3.867 4.03 | 6.867 8.06 | 9.87 2.02 0.883 2.02 | 3.883 4.03 | 6.883 8.06 | 9.88 2.02 0.900 2.02 | 3.900 4.03 | 6.900 8.06 | 9.90 2.02 0.917 2.02 | 3.917 4.03 | 6.917 8.06 | 9.92 2.02 0.933 2.02 | 3.933 4.03 | 6.933 8.06 | 9.93 2.02 0.950 2.02 | 3.950 4.03 | 6.950 8.06 | 9.95 2.02 0.967 2.02 | 3.967 4.03 | 6.967 8.06 | 9.97 2.02 0.983 2.02 | 3.983 4.03 | 6.983 8.06 | 9.98 2.02 1.000 2.02 | 4.000 4.03 | 7.000 8.06 | 10.00 2.02 1.017 2.02 | 4.017 6.05 | 7.017 6.05 | 10.02 2.02 1.033 2.02 | 4.033 6.05 | 7.033 6.05 | 10.03 2.02 1.050 2.02 | 4.050 6.05 | 7.050 6.05 | 10.05 2.02 1.067 2.02 | 4.067 6.05 | 7.067 6.05 | 10.07 2.02

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Pre-Development 1.083 2.02 | 4.083 6.05 | 7.083 6.05 | 10.08 2.02 1.100 2.02 | 4.100 6.05 | 7.100 6.05 | 10.10 2.02 1.117 2.02 | 4.117 6.05 | 7.117 6.05 | 10.12 2.02 1.133 2.02 | 4.133 6.05 | 7.133 6.05 | 10.13 2.02 1.150 2.02 | 4.150 6.05 | 7.150 6.05 | 10.15 2.02 1.167 2.02 | 4.167 6.05 | 7.167 6.05 | 10.17 2.02 1.183 2.02 | 4.183 6.05 | 7.183 6.05 | 10.18 2.02 1.200 2.02 | 4.200 6.05 | 7.200 6.05 | 10.20 2.02 1.217 2.02 | 4.217 6.05 | 7.217 6.05 | 10.22 2.02 1.233 2.02 | 4.233 6.05 | 7.233 6.05 | 10.23 2.02 1.250 2.02 | 4.250 6.05 | 7.250 6.05 | 10.25 2.02 1.267 2.02 | 4.267 6.05 | 7.267 6.05 | 10.27 2.02 1.283 2.02 | 4.283 6.05 | 7.283 6.05 | 10.28 2.02 1.300 2.02 | 4.300 6.05 | 7.300 6.05 | 10.30 2.02 1.317 2.02 | 4.317 6.05 | 7.317 6.05 | 10.32 2.02 1.333 2.02 | 4.333 6.05 | 7.333 6.05 | 10.33 2.02 1.350 2.02 | 4.350 6.05 | 7.350 6.05 | 10.35 2.02 1.367 2.02 | 4.367 6.05 | 7.367 6.05 | 10.37 2.02 1.383 2.02 | 4.383 6.05 | 7.383 6.05 | 10.38 2.02 1.400 2.02 | 4.400 6.05 | 7.400 6.05 | 10.40 2.02 1.417 2.02 | 4.417 6.05 | 7.417 6.05 | 10.42 2.02 1.433 2.02 | 4.433 6.05 | 7.433 6.05 | 10.43 2.02 1.450 2.02 | 4.450 6.05 | 7.450 6.05 | 10.45 2.02 1.467 2.02 | 4.467 6.05 | 7.467 6.05 | 10.47 2.02 1.483 2.02 | 4.483 6.05 | 7.483 6.05 | 10.48 2.02 1.500 2.02 | 4.500 6.05 | 7.500 6.05 | 10.50 2.02 1.517 2.02 | 4.517 8.06 | 7.517 6.05 | 10.52 2.02 1.533 2.02 | 4.533 8.06 | 7.533 6.05 | 10.53 2.02 1.550 2.02 | 4.550 8.06 | 7.550 6.05 | 10.55 2.02 1.567 2.02 | 4.567 8.06 | 7.567 6.05 | 10.57 2.02 1.583 2.02 | 4.583 8.06 | 7.583 6.05 | 10.58 2.02 1.600 2.02 | 4.600 8.06 | 7.600 6.05 | 10.60 2.02 1.617 2.02 | 4.617 8.06 | 7.617 6.05 | 10.62 2.02 1.633 2.02 | 4.633 8.06 | 7.633 6.05 | 10.63 2.02 1.650 2.02 | 4.650 8.06 | 7.650 6.05 | 10.65 2.02 1.667 2.02 | 4.667 8.06 | 7.667 6.05 | 10.67 2.02 1.683 2.02 | 4.683 8.06 | 7.683 6.05 | 10.68 2.02 1.700 2.02 | 4.700 8.06 | 7.700 6.05 | 10.70 2.02 1.717 2.02 | 4.717 8.06 | 7.717 6.05 | 10.72 2.02 1.733 2.02 | 4.733 8.06 | 7.733 6.05 | 10.73 2.02 1.750 2.02 | 4.750 8.06 | 7.750 6.05 | 10.75 2.02 1.767 2.02 | 4.767 8.06 | 7.767 6.05 | 10.77 2.02 1.783 2.02 | 4.783 8.06 | 7.783 6.05 | 10.78 2.02 1.800 2.02 | 4.800 8.06 | 7.800 6.05 | 10.80 2.02 1.817 2.02 | 4.817 8.06 | 7.817 6.05 | 10.82 2.02 1.833 2.02 | 4.833 8.06 | 7.833 6.05 | 10.83 2.02 1.850 2.02 | 4.850 8.06 | 7.850 6.05 | 10.85 2.02 1.867 2.02 | 4.867 8.06 | 7.867 6.05 | 10.87 2.02 1.883 2.02 | 4.883 8.06 | 7.883 6.05 | 10.88 2.02 1.900 2.02 | 4.900 8.06 | 7.900 6.05 | 10.90 2.02 1.917 2.02 | 4.917 8.06 | 7.917 6.05 | 10.92 2.02 1.933 2.02 | 4.933 8.06 | 7.933 6.05 | 10.93 2.02 1.950 2.02 | 4.950 8.06 | 7.950 6.05 | 10.95 2.02 1.967 2.02 | 4.967 8.06 | 7.967 6.05 | 10.97 2.02 1.983 2.02 | 4.983 8.06 | 7.983 6.05 | 10.98 2.02 2.000 2.02 | 5.000 8.07 | 8.000 6.04 | 11.00 2.02 2.017 4.03 | 5.017 12.10 | 8.017 4.03 | 11.02 2.02 2.033 4.03 | 5.033 12.10 | 8.033 4.03 | 11.03 2.02 2.050 4.03 | 5.050 12.10 | 8.050 4.03 | 11.05 2.02 2.067 4.03 | 5.067 12.10 | 8.067 4.03 | 11.07 2.02 2.083 4.03 | 5.083 12.10 | 8.083 4.03 | 11.08 2.02 2.100 4.03 | 5.100 12.10 | 8.100 4.03 | 11.10 2.02 2.117 4.03 | 5.117 12.10 | 8.117 4.03 | 11.12 2.02

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Pre-Development 2.133 4.03 | 5.133 12.10 | 8.133 4.03 | 11.13 2.02 2.150 4.03 | 5.150 12.10 | 8.150 4.03 | 11.15 2.02 2.167 4.03 | 5.167 12.10 | 8.167 4.03 | 11.17 2.02 2.183 4.03 | 5.183 12.10 | 8.183 4.03 | 11.18 2.02 2.200 4.03 | 5.200 12.10 | 8.200 4.03 | 11.20 2.02 2.217 4.03 | 5.217 12.10 | 8.217 4.03 | 11.22 2.02 2.233 4.03 | 5.233 12.10 | 8.233 4.03 | 11.23 2.02 2.250 4.03 | 5.250 12.10 | 8.250 4.03 | 11.25 2.02 2.267 4.03 | 5.267 12.10 | 8.267 4.03 | 11.27 2.02 2.283 4.03 | 5.283 12.10 | 8.283 4.03 | 11.28 2.02 2.300 4.03 | 5.300 12.10 | 8.300 4.03 | 11.30 2.02 2.317 4.03 | 5.317 12.10 | 8.317 4.03 | 11.32 2.02 2.333 4.03 | 5.333 12.10 | 8.333 4.03 | 11.33 2.02 2.350 4.03 | 5.350 12.10 | 8.350 4.03 | 11.35 2.02 2.367 4.03 | 5.367 12.10 | 8.367 4.03 | 11.37 2.02 2.383 4.03 | 5.383 12.10 | 8.383 4.03 | 11.38 2.02 2.400 4.03 | 5.400 12.10 | 8.400 4.03 | 11.40 2.02 2.417 4.03 | 5.417 12.10 | 8.417 4.03 | 11.42 2.02 2.433 4.03 | 5.433 12.10 | 8.433 4.03 | 11.43 2.02 2.450 4.03 | 5.450 12.10 | 8.450 4.03 | 11.45 2.02 2.467 4.03 | 5.467 12.10 | 8.467 4.03 | 11.47 2.02 2.483 4.03 | 5.483 12.10 | 8.483 4.03 | 11.48 2.02 2.500 4.03 | 5.500 12.17 | 8.500 4.03 | 11.50 2.02 2.517 4.03 | 5.517 90.72 | 8.517 4.03 | 11.52 2.02 2.533 4.03 | 5.533 90.72 | 8.533 4.03 | 11.53 2.02 2.550 4.03 | 5.550 90.72 | 8.550 4.03 | 11.55 2.02 2.567 4.03 | 5.567 90.72 | 8.567 4.03 | 11.57 2.02 2.583 4.03 | 5.583 90.72 | 8.583 4.03 | 11.58 2.02 2.600 4.03 | 5.600 90.72 | 8.600 4.03 | 11.60 2.02 2.617 4.03 | 5.617 90.72 | 8.617 4.03 | 11.62 2.02 2.633 4.03 | 5.633 90.72 | 8.633 4.03 | 11.63 2.02 2.650 4.03 | 5.650 90.72 | 8.650 4.03 | 11.65 2.02 2.667 4.03 | 5.667 90.72 | 8.667 4.03 | 11.67 2.02 2.683 4.03 | 5.683 90.72 | 8.683 4.03 | 11.68 2.02 2.700 4.03 | 5.700 90.72 | 8.700 4.03 | 11.70 2.02 2.717 4.03 | 5.717 90.72 | 8.717 4.03 | 11.72 2.02 2.733 4.03 | 5.733 90.72 | 8.733 4.03 | 11.73 2.02 2.750 4.03 | 5.750 90.72 | 8.750 4.03 | 11.75 2.02 2.767 4.03 | 5.767 90.72 | 8.767 4.03 | 11.77 2.02 2.783 4.03 | 5.783 90.72 | 8.783 4.03 | 11.78 2.02 2.800 4.03 | 5.800 90.72 | 8.800 4.03 | 11.80 2.02 2.817 4.03 | 5.817 90.72 | 8.817 4.03 | 11.82 2.02 2.833 4.03 | 5.833 90.72 | 8.833 4.03 | 11.83 2.02 2.850 4.03 | 5.850 90.72 | 8.850 4.03 | 11.85 2.02 2.867 4.03 | 5.867 90.72 | 8.867 4.03 | 11.87 2.02 2.883 4.03 | 5.883 90.72 | 8.883 4.03 | 11.88 2.02 2.900 4.03 | 5.900 90.72 | 8.900 4.03 | 11.90 2.02 2.917 4.03 | 5.917 90.72 | 8.917 4.03 | 11.92 2.02 2.933 4.03 | 5.933 90.72 | 8.933 4.03 | 11.93 2.02 2.950 4.03 | 5.950 90.72 | 8.950 4.03 | 11.95 2.02 2.967 4.03 | 5.967 90.72 | 8.967 4.03 | 11.97 2.02 2.983 4.03 | 5.983 90.72 | 8.983 4.03 | 11.98 2.02 3.000 4.03 | 6.000 90.62 | 9.000 4.03 | 12.00 2.02 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 1.005 (i) TIME TO PEAK (hrs)= 6.433 RUNOFF VOLUME (mm)= 42.378 TOTAL RAINFALL (mm)= 100.799 RUNOFF COEFFICIENT = 0.420 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.

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Pre-Development ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.127 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 54.124 TOTAL RAINFALL (mm)= 100.799 RUNOFF COEFFICIENT = 0.537 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 1.005 6.43 42.38 + ID2= 2 ( 0110): 0.75 0.127 6.00 54.12 ==================================================== ID = 3 ( 0003): 17.00 1.033 6.43 42.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\2146c1c0-dbc9-4b64-9f81-56a035668263\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\2146c1c0-dbc9-4b64-9f81-56a035668263\scen

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Pre-DevelopmentDATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : M) Timmins ** ************************************************ --------------------| READ STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\196041f2| Ptotal=193.00 mm | Comments: tim -------------------- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 1.00 15.00 | 4.00 3.00 | 7.00 43.00 | 10.00 13.00 2.00 20.00 | 5.00 5.00 | 8.00 20.00 | 11.00 13.00 3.00 10.00 | 6.00 20.00 | 9.00 23.00 | 12.00 8.00 -------------------------------------------------------------------------------


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 15.00 | 3.017 3.00 | 6.017 43.00 | 9.02 13.00 0.033 15.00 | 3.033 3.00 | 6.033 43.00 | 9.03 13.00 0.050 15.00 | 3.050 3.00 | 6.050 43.00 | 9.05 13.00 0.067 15.00 | 3.067 3.00 | 6.067 43.00 | 9.07 13.00 0.083 15.00 | 3.083 3.00 | 6.083 43.00 | 9.08 13.00 0.100 15.00 | 3.100 3.00 | 6.100 43.00 | 9.10 13.00 0.117 15.00 | 3.117 3.00 | 6.117 43.00 | 9.12 13.00 0.133 15.00 | 3.133 3.00 | 6.133 43.00 | 9.13 13.00 0.150 15.00 | 3.150 3.00 | 6.150 43.00 | 9.15 13.00 0.167 15.00 | 3.167 3.00 | 6.167 43.00 | 9.17 13.00 0.183 15.00 | 3.183 3.00 | 6.183 43.00 | 9.18 13.00 0.200 15.00 | 3.200 3.00 | 6.200 43.00 | 9.20 13.00 0.217 15.00 | 3.217 3.00 | 6.217 43.00 | 9.22 13.00 0.233 15.00 | 3.233 3.00 | 6.233 43.00 | 9.23 13.00 0.250 15.00 | 3.250 3.00 | 6.250 43.00 | 9.25 13.00 0.267 15.00 | 3.267 3.00 | 6.267 43.00 | 9.27 13.00 0.283 15.00 | 3.283 3.00 | 6.283 43.00 | 9.28 13.00 0.300 15.00 | 3.300 3.00 | 6.300 43.00 | 9.30 13.00 0.317 15.00 | 3.317 3.00 | 6.317 43.00 | 9.32 13.00 0.333 15.00 | 3.333 3.00 | 6.333 43.00 | 9.33 13.00 0.350 15.00 | 3.350 3.00 | 6.350 43.00 | 9.35 13.00

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Pre-Development 0.367 15.00 | 3.367 3.00 | 6.367 43.00 | 9.37 13.00 0.383 15.00 | 3.383 3.00 | 6.383 43.00 | 9.38 13.00 0.400 15.00 | 3.400 3.00 | 6.400 43.00 | 9.40 13.00 0.417 15.00 | 3.417 3.00 | 6.417 43.00 | 9.42 13.00 0.433 15.00 | 3.433 3.00 | 6.433 43.00 | 9.43 13.00 0.450 15.00 | 3.450 3.00 | 6.450 43.00 | 9.45 13.00 0.467 15.00 | 3.467 3.00 | 6.467 43.00 | 9.47 13.00 0.483 15.00 | 3.483 3.00 | 6.483 43.00 | 9.48 13.00 0.500 15.00 | 3.500 3.00 | 6.500 43.00 | 9.50 13.00 0.517 15.00 | 3.517 3.00 | 6.517 43.00 | 9.52 13.00 0.533 15.00 | 3.533 3.00 | 6.533 43.00 | 9.53 13.00 0.550 15.00 | 3.550 3.00 | 6.550 43.00 | 9.55 13.00 0.567 15.00 | 3.567 3.00 | 6.567 43.00 | 9.57 13.00 0.583 15.00 | 3.583 3.00 | 6.583 43.00 | 9.58 13.00 0.600 15.00 | 3.600 3.00 | 6.600 43.00 | 9.60 13.00 0.617 15.00 | 3.617 3.00 | 6.617 43.00 | 9.62 13.00 0.633 15.00 | 3.633 3.00 | 6.633 43.00 | 9.63 13.00 0.650 15.00 | 3.650 3.00 | 6.650 43.00 | 9.65 13.00 0.667 15.00 | 3.667 3.00 | 6.667 43.00 | 9.67 13.00 0.683 15.00 | 3.683 3.00 | 6.683 43.00 | 9.68 13.00 0.700 15.00 | 3.700 3.00 | 6.700 43.00 | 9.70 13.00 0.717 15.00 | 3.717 3.00 | 6.717 43.00 | 9.72 13.00 0.733 15.00 | 3.733 3.00 | 6.733 43.00 | 9.73 13.00 0.750 15.00 | 3.750 3.00 | 6.750 43.00 | 9.75 13.00 0.767 15.00 | 3.767 3.00 | 6.767 43.00 | 9.77 13.00 0.783 15.00 | 3.783 3.00 | 6.783 43.00 | 9.78 13.00 0.800 15.00 | 3.800 3.00 | 6.800 43.00 | 9.80 13.00 0.817 15.00 | 3.817 3.00 | 6.817 43.00 | 9.82 13.00 0.833 15.00 | 3.833 3.00 | 6.833 43.00 | 9.83 13.00 0.850 15.00 | 3.850 3.00 | 6.850 43.00 | 9.85 13.00 0.867 15.00 | 3.867 3.00 | 6.867 43.00 | 9.87 13.00 0.883 15.00 | 3.883 3.00 | 6.883 43.00 | 9.88 13.00 0.900 15.00 | 3.900 3.00 | 6.900 43.00 | 9.90 13.00 0.917 15.00 | 3.917 3.00 | 6.917 43.00 | 9.92 13.00 0.933 15.00 | 3.933 3.00 | 6.933 43.00 | 9.93 13.00 0.950 15.00 | 3.950 3.00 | 6.950 43.00 | 9.95 13.00 0.967 15.00 | 3.967 3.00 | 6.967 43.00 | 9.97 13.00 0.983 15.00 | 3.983 3.00 | 6.983 43.00 | 9.98 13.00 1.000 15.00 | 4.000 3.00 | 7.000 42.95 | 10.00 13.00 1.017 20.00 | 4.017 5.00 | 7.017 20.00 | 10.02 13.00 1.033 20.00 | 4.033 5.00 | 7.033 20.00 | 10.03 13.00 1.050 20.00 | 4.050 5.00 | 7.050 20.00 | 10.05 13.00 1.067 20.00 | 4.067 5.00 | 7.067 20.00 | 10.07 13.00 1.083 20.00 | 4.083 5.00 | 7.083 20.00 | 10.08 13.00 1.100 20.00 | 4.100 5.00 | 7.100 20.00 | 10.10 13.00 1.117 20.00 | 4.117 5.00 | 7.117 20.00 | 10.12 13.00 1.133 20.00 | 4.133 5.00 | 7.133 20.00 | 10.13 13.00 1.150 20.00 | 4.150 5.00 | 7.150 20.00 | 10.15 13.00 1.167 20.00 | 4.167 5.00 | 7.167 20.00 | 10.17 13.00 1.183 20.00 | 4.183 5.00 | 7.183 20.00 | 10.18 13.00 1.200 20.00 | 4.200 5.00 | 7.200 20.00 | 10.20 13.00 1.217 20.00 | 4.217 5.00 | 7.217 20.00 | 10.22 13.00 1.233 20.00 | 4.233 5.00 | 7.233 20.00 | 10.23 13.00 1.250 20.00 | 4.250 5.00 | 7.250 20.00 | 10.25 13.00 1.267 20.00 | 4.267 5.00 | 7.267 20.00 | 10.27 13.00 1.283 20.00 | 4.283 5.00 | 7.283 20.00 | 10.28 13.00 1.300 20.00 | 4.300 5.00 | 7.300 20.00 | 10.30 13.00 1.317 20.00 | 4.317 5.00 | 7.317 20.00 | 10.32 13.00 1.333 20.00 | 4.333 5.00 | 7.333 20.00 | 10.33 13.00 1.350 20.00 | 4.350 5.00 | 7.350 20.00 | 10.35 13.00 1.367 20.00 | 4.367 5.00 | 7.367 20.00 | 10.37 13.00 1.383 20.00 | 4.383 5.00 | 7.383 20.00 | 10.38 13.00 1.400 20.00 | 4.400 5.00 | 7.400 20.00 | 10.40 13.00

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Pre-Development 1.417 20.00 | 4.417 5.00 | 7.417 20.00 | 10.42 13.00 1.433 20.00 | 4.433 5.00 | 7.433 20.00 | 10.43 13.00 1.450 20.00 | 4.450 5.00 | 7.450 20.00 | 10.45 13.00 1.467 20.00 | 4.467 5.00 | 7.467 20.00 | 10.47 13.00 1.483 20.00 | 4.483 5.00 | 7.483 20.00 | 10.48 13.00 1.500 20.00 | 4.500 5.00 | 7.500 20.00 | 10.50 13.00 1.517 20.00 | 4.517 5.00 | 7.517 20.00 | 10.52 13.00 1.533 20.00 | 4.533 5.00 | 7.533 20.00 | 10.53 13.00 1.550 20.00 | 4.550 5.00 | 7.550 20.00 | 10.55 13.00 1.567 20.00 | 4.567 5.00 | 7.567 20.00 | 10.57 13.00 1.583 20.00 | 4.583 5.00 | 7.583 20.00 | 10.58 13.00 1.600 20.00 | 4.600 5.00 | 7.600 20.00 | 10.60 13.00 1.617 20.00 | 4.617 5.00 | 7.617 20.00 | 10.62 13.00 1.633 20.00 | 4.633 5.00 | 7.633 20.00 | 10.63 13.00 1.650 20.00 | 4.650 5.00 | 7.650 20.00 | 10.65 13.00 1.667 20.00 | 4.667 5.00 | 7.667 20.00 | 10.67 13.00 1.683 20.00 | 4.683 5.00 | 7.683 20.00 | 10.68 13.00 1.700 20.00 | 4.700 5.00 | 7.700 20.00 | 10.70 13.00 1.717 20.00 | 4.717 5.00 | 7.717 20.00 | 10.72 13.00 1.733 20.00 | 4.733 5.00 | 7.733 20.00 | 10.73 13.00 1.750 20.00 | 4.750 5.00 | 7.750 20.00 | 10.75 13.00 1.767 20.00 | 4.767 5.00 | 7.767 20.00 | 10.77 13.00 1.783 20.00 | 4.783 5.00 | 7.783 20.00 | 10.78 13.00 1.800 20.00 | 4.800 5.00 | 7.800 20.00 | 10.80 13.00 1.817 20.00 | 4.817 5.00 | 7.817 20.00 | 10.82 13.00 1.833 20.00 | 4.833 5.00 | 7.833 20.00 | 10.83 13.00 1.850 20.00 | 4.850 5.00 | 7.850 20.00 | 10.85 13.00 1.867 20.00 | 4.867 5.00 | 7.867 20.00 | 10.87 13.00 1.883 20.00 | 4.883 5.00 | 7.883 20.00 | 10.88 13.00 1.900 20.00 | 4.900 5.00 | 7.900 20.00 | 10.90 13.00 1.917 20.00 | 4.917 5.00 | 7.917 20.00 | 10.92 13.00 1.933 20.00 | 4.933 5.00 | 7.933 20.00 | 10.93 13.00 1.950 20.00 | 4.950 5.00 | 7.950 20.00 | 10.95 13.00 1.967 20.00 | 4.967 5.00 | 7.967 20.00 | 10.97 13.00 1.983 20.00 | 4.983 5.00 | 7.983 20.00 | 10.98 13.00 2.000 20.00 | 5.000 5.01 | 8.000 20.01 | 11.00 13.00 2.017 10.00 | 5.017 20.00 | 8.017 23.00 | 11.02 8.00 2.033 10.00 | 5.033 20.00 | 8.033 23.00 | 11.03 8.00 2.050 10.00 | 5.050 20.00 | 8.050 23.00 | 11.05 8.00 2.067 10.00 | 5.067 20.00 | 8.067 23.00 | 11.07 8.00 2.083 10.00 | 5.083 20.00 | 8.083 23.00 | 11.08 8.00 2.100 10.00 | 5.100 20.00 | 8.100 23.00 | 11.10 8.00 2.117 10.00 | 5.117 20.00 | 8.117 23.00 | 11.12 8.00 2.133 10.00 | 5.133 20.00 | 8.133 23.00 | 11.13 8.00 2.150 10.00 | 5.150 20.00 | 8.150 23.00 | 11.15 8.00 2.167 10.00 | 5.167 20.00 | 8.167 23.00 | 11.17 8.00 2.183 10.00 | 5.183 20.00 | 8.183 23.00 | 11.18 8.00 2.200 10.00 | 5.200 20.00 | 8.200 23.00 | 11.20 8.00 2.217 10.00 | 5.217 20.00 | 8.217 23.00 | 11.22 8.00 2.233 10.00 | 5.233 20.00 | 8.233 23.00 | 11.23 8.00 2.250 10.00 | 5.250 20.00 | 8.250 23.00 | 11.25 8.00 2.267 10.00 | 5.267 20.00 | 8.267 23.00 | 11.27 8.00 2.283 10.00 | 5.283 20.00 | 8.283 23.00 | 11.28 8.00 2.300 10.00 | 5.300 20.00 | 8.300 23.00 | 11.30 8.00 2.317 10.00 | 5.317 20.00 | 8.317 23.00 | 11.32 8.00 2.333 10.00 | 5.333 20.00 | 8.333 23.00 | 11.33 8.00 2.350 10.00 | 5.350 20.00 | 8.350 23.00 | 11.35 8.00 2.367 10.00 | 5.367 20.00 | 8.367 23.00 | 11.37 8.00 2.383 10.00 | 5.383 20.00 | 8.383 23.00 | 11.38 8.00 2.400 10.00 | 5.400 20.00 | 8.400 23.00 | 11.40 8.00 2.417 10.00 | 5.417 20.00 | 8.417 23.00 | 11.42 8.00 2.433 10.00 | 5.433 20.00 | 8.433 23.00 | 11.43 8.00 2.450 10.00 | 5.450 20.00 | 8.450 23.00 | 11.45 8.00

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Pre-Development 2.467 10.00 | 5.467 20.00 | 8.467 23.00 | 11.47 8.00 2.483 10.00 | 5.483 20.00 | 8.483 23.00 | 11.48 8.00 2.500 10.00 | 5.500 20.00 | 8.500 23.00 | 11.50 8.00 2.517 10.00 | 5.517 20.00 | 8.517 23.00 | 11.52 8.00 2.533 10.00 | 5.533 20.00 | 8.533 23.00 | 11.53 8.00 2.550 10.00 | 5.550 20.00 | 8.550 23.00 | 11.55 8.00 2.567 10.00 | 5.567 20.00 | 8.567 23.00 | 11.57 8.00 2.583 10.00 | 5.583 20.00 | 8.583 23.00 | 11.58 8.00 2.600 10.00 | 5.600 20.00 | 8.600 23.00 | 11.60 8.00 2.617 10.00 | 5.617 20.00 | 8.617 23.00 | 11.62 8.00 2.633 10.00 | 5.633 20.00 | 8.633 23.00 | 11.63 8.00 2.650 10.00 | 5.650 20.00 | 8.650 23.00 | 11.65 8.00 2.667 10.00 | 5.667 20.00 | 8.667 23.00 | 11.67 8.00 2.683 10.00 | 5.683 20.00 | 8.683 23.00 | 11.68 8.00 2.700 10.00 | 5.700 20.00 | 8.700 23.00 | 11.70 8.00 2.717 10.00 | 5.717 20.00 | 8.717 23.00 | 11.72 8.00 2.733 10.00 | 5.733 20.00 | 8.733 23.00 | 11.73 8.00 2.750 10.00 | 5.750 20.00 | 8.750 23.00 | 11.75 8.00 2.767 10.00 | 5.767 20.00 | 8.767 23.00 | 11.77 8.00 2.783 10.00 | 5.783 20.00 | 8.783 23.00 | 11.78 8.00 2.800 10.00 | 5.800 20.00 | 8.800 23.00 | 11.80 8.00 2.817 10.00 | 5.817 20.00 | 8.817 23.00 | 11.82 8.00 2.833 10.00 | 5.833 20.00 | 8.833 23.00 | 11.83 8.00 2.850 10.00 | 5.850 20.00 | 8.850 23.00 | 11.85 8.00 2.867 10.00 | 5.867 20.00 | 8.867 23.00 | 11.87 8.00 2.883 10.00 | 5.883 20.00 | 8.883 23.00 | 11.88 8.00 2.900 10.00 | 5.900 20.00 | 8.900 23.00 | 11.90 8.00 2.917 10.00 | 5.917 20.00 | 8.917 23.00 | 11.92 8.00 2.933 10.00 | 5.933 20.00 | 8.933 23.00 | 11.93 8.00 2.950 10.00 | 5.950 20.00 | 8.950 23.00 | 11.95 8.00 2.967 10.00 | 5.967 20.00 | 8.967 23.00 | 11.97 8.00 2.983 10.00 | 5.983 20.00 | 8.983 23.00 | 11.98 8.00 3.000 10.00 | 6.000 20.03 | 9.000 22.98 | 12.00 8.00 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 1.184 (i) TIME TO PEAK (hrs)= 7.233 RUNOFF VOLUME (mm)= 116.790 TOTAL RAINFALL (mm)= 193.000 RUNOFF COEFFICIENT = 0.605 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.075 (i) TIME TO PEAK (hrs)= 7.000 RUNOFF VOLUME (mm)= 135.017 TOTAL RAINFALL (mm)= 193.000 RUNOFF COEFFICIENT = 0.700 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. -------------------------------------------------------------------------------

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Pre-Development--------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 1.184 7.23 116.79 + ID2= 2 ( 0110): 0.75 0.075 7.00 135.02 ==================================================== ID = 3 ( 0003): 17.00 1.222 7.20 117.59 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\4b791dfb-a021-4d6a-ae63-63d5caebe993\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\4b791dfb-a021-4d6a-ae63-63d5caebe993\scen

DATE: 06/14/2018 TIME: 10:49:50

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : N) Hazel ** ************************************************ --------------------| READ STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | 658f3176-74a0-4041-990a-49848a4c5789\c7a3c272

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Pre-Development| Ptotal=212.00 mm | Comments: Hazel -------------------- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 1.00 6.00 | 4.00 13.00 | 7.00 23.00 | 10.00 53.00 2.00 4.00 | 5.00 17.00 | 8.00 13.00 | 11.00 38.00 3.00 6.00 | 6.00 13.00 | 9.00 13.00 | 12.00 13.00 -------------------------------------------------------------------------------


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 6.00 | 3.017 13.00 | 6.017 23.00 | 9.02 53.00 0.033 6.00 | 3.033 13.00 | 6.033 23.00 | 9.03 53.00 0.050 6.00 | 3.050 13.00 | 6.050 23.00 | 9.05 53.00 0.067 6.00 | 3.067 13.00 | 6.067 23.00 | 9.07 53.00 0.083 6.00 | 3.083 13.00 | 6.083 23.00 | 9.08 53.00 0.100 6.00 | 3.100 13.00 | 6.100 23.00 | 9.10 53.00 0.117 6.00 | 3.117 13.00 | 6.117 23.00 | 9.12 53.00 0.133 6.00 | 3.133 13.00 | 6.133 23.00 | 9.13 53.00 0.150 6.00 | 3.150 13.00 | 6.150 23.00 | 9.15 53.00 0.167 6.00 | 3.167 13.00 | 6.167 23.00 | 9.17 53.00 0.183 6.00 | 3.183 13.00 | 6.183 23.00 | 9.18 53.00 0.200 6.00 | 3.200 13.00 | 6.200 23.00 | 9.20 53.00 0.217 6.00 | 3.217 13.00 | 6.217 23.00 | 9.22 53.00 0.233 6.00 | 3.233 13.00 | 6.233 23.00 | 9.23 53.00 0.250 6.00 | 3.250 13.00 | 6.250 23.00 | 9.25 53.00 0.267 6.00 | 3.267 13.00 | 6.267 23.00 | 9.27 53.00 0.283 6.00 | 3.283 13.00 | 6.283 23.00 | 9.28 53.00 0.300 6.00 | 3.300 13.00 | 6.300 23.00 | 9.30 53.00 0.317 6.00 | 3.317 13.00 | 6.317 23.00 | 9.32 53.00 0.333 6.00 | 3.333 13.00 | 6.333 23.00 | 9.33 53.00 0.350 6.00 | 3.350 13.00 | 6.350 23.00 | 9.35 53.00 0.367 6.00 | 3.367 13.00 | 6.367 23.00 | 9.37 53.00 0.383 6.00 | 3.383 13.00 | 6.383 23.00 | 9.38 53.00 0.400 6.00 | 3.400 13.00 | 6.400 23.00 | 9.40 53.00 0.417 6.00 | 3.417 13.00 | 6.417 23.00 | 9.42 53.00 0.433 6.00 | 3.433 13.00 | 6.433 23.00 | 9.43 53.00 0.450 6.00 | 3.450 13.00 | 6.450 23.00 | 9.45 53.00 0.467 6.00 | 3.467 13.00 | 6.467 23.00 | 9.47 53.00 0.483 6.00 | 3.483 13.00 | 6.483 23.00 | 9.48 53.00 0.500 6.00 | 3.500 13.00 | 6.500 23.00 | 9.50 53.00 0.517 6.00 | 3.517 13.00 | 6.517 23.00 | 9.52 53.00 0.533 6.00 | 3.533 13.00 | 6.533 23.00 | 9.53 53.00 0.550 6.00 | 3.550 13.00 | 6.550 23.00 | 9.55 53.00 0.567 6.00 | 3.567 13.00 | 6.567 23.00 | 9.57 53.00 0.583 6.00 | 3.583 13.00 | 6.583 23.00 | 9.58 53.00 0.600 6.00 | 3.600 13.00 | 6.600 23.00 | 9.60 53.00 0.617 6.00 | 3.617 13.00 | 6.617 23.00 | 9.62 53.00 0.633 6.00 | 3.633 13.00 | 6.633 23.00 | 9.63 53.00 0.650 6.00 | 3.650 13.00 | 6.650 23.00 | 9.65 53.00 0.667 6.00 | 3.667 13.00 | 6.667 23.00 | 9.67 53.00 0.683 6.00 | 3.683 13.00 | 6.683 23.00 | 9.68 53.00

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Pre-Development 0.700 6.00 | 3.700 13.00 | 6.700 23.00 | 9.70 53.00 0.717 6.00 | 3.717 13.00 | 6.717 23.00 | 9.72 53.00 0.733 6.00 | 3.733 13.00 | 6.733 23.00 | 9.73 53.00 0.750 6.00 | 3.750 13.00 | 6.750 23.00 | 9.75 53.00 0.767 6.00 | 3.767 13.00 | 6.767 23.00 | 9.77 53.00 0.783 6.00 | 3.783 13.00 | 6.783 23.00 | 9.78 53.00 0.800 6.00 | 3.800 13.00 | 6.800 23.00 | 9.80 53.00 0.817 6.00 | 3.817 13.00 | 6.817 23.00 | 9.82 53.00 0.833 6.00 | 3.833 13.00 | 6.833 23.00 | 9.83 53.00 0.850 6.00 | 3.850 13.00 | 6.850 23.00 | 9.85 53.00 0.867 6.00 | 3.867 13.00 | 6.867 23.00 | 9.87 53.00 0.883 6.00 | 3.883 13.00 | 6.883 23.00 | 9.88 53.00 0.900 6.00 | 3.900 13.00 | 6.900 23.00 | 9.90 53.00 0.917 6.00 | 3.917 13.00 | 6.917 23.00 | 9.92 53.00 0.933 6.00 | 3.933 13.00 | 6.933 23.00 | 9.93 53.00 0.950 6.00 | 3.950 13.00 | 6.950 23.00 | 9.95 53.00 0.967 6.00 | 3.967 13.00 | 6.967 23.00 | 9.97 53.00 0.983 6.00 | 3.983 13.00 | 6.983 23.00 | 9.98 53.00 1.000 6.00 | 4.000 13.00 | 7.000 22.98 | 10.00 52.98 1.017 4.00 | 4.017 17.00 | 7.017 13.00 | 10.02 38.00 1.033 4.00 | 4.033 17.00 | 7.033 13.00 | 10.03 38.00 1.050 4.00 | 4.050 17.00 | 7.050 13.00 | 10.05 38.00 1.067 4.00 | 4.067 17.00 | 7.067 13.00 | 10.07 38.00 1.083 4.00 | 4.083 17.00 | 7.083 13.00 | 10.08 38.00 1.100 4.00 | 4.100 17.00 | 7.100 13.00 | 10.10 38.00 1.117 4.00 | 4.117 17.00 | 7.117 13.00 | 10.12 38.00 1.133 4.00 | 4.133 17.00 | 7.133 13.00 | 10.13 38.00 1.150 4.00 | 4.150 17.00 | 7.150 13.00 | 10.15 38.00 1.167 4.00 | 4.167 17.00 | 7.167 13.00 | 10.17 38.00 1.183 4.00 | 4.183 17.00 | 7.183 13.00 | 10.18 38.00 1.200 4.00 | 4.200 17.00 | 7.200 13.00 | 10.20 38.00 1.217 4.00 | 4.217 17.00 | 7.217 13.00 | 10.22 38.00 1.233 4.00 | 4.233 17.00 | 7.233 13.00 | 10.23 38.00 1.250 4.00 | 4.250 17.00 | 7.250 13.00 | 10.25 38.00 1.267 4.00 | 4.267 17.00 | 7.267 13.00 | 10.27 38.00 1.283 4.00 | 4.283 17.00 | 7.283 13.00 | 10.28 38.00 1.300 4.00 | 4.300 17.00 | 7.300 13.00 | 10.30 38.00 1.317 4.00 | 4.317 17.00 | 7.317 13.00 | 10.32 38.00 1.333 4.00 | 4.333 17.00 | 7.333 13.00 | 10.33 38.00 1.350 4.00 | 4.350 17.00 | 7.350 13.00 | 10.35 38.00 1.367 4.00 | 4.367 17.00 | 7.367 13.00 | 10.37 38.00 1.383 4.00 | 4.383 17.00 | 7.383 13.00 | 10.38 38.00 1.400 4.00 | 4.400 17.00 | 7.400 13.00 | 10.40 38.00 1.417 4.00 | 4.417 17.00 | 7.417 13.00 | 10.42 38.00 1.433 4.00 | 4.433 17.00 | 7.433 13.00 | 10.43 38.00 1.450 4.00 | 4.450 17.00 | 7.450 13.00 | 10.45 38.00 1.467 4.00 | 4.467 17.00 | 7.467 13.00 | 10.47 38.00 1.483 4.00 | 4.483 17.00 | 7.483 13.00 | 10.48 38.00 1.500 4.00 | 4.500 17.00 | 7.500 13.00 | 10.50 38.00 1.517 4.00 | 4.517 17.00 | 7.517 13.00 | 10.52 38.00 1.533 4.00 | 4.533 17.00 | 7.533 13.00 | 10.53 38.00 1.550 4.00 | 4.550 17.00 | 7.550 13.00 | 10.55 38.00 1.567 4.00 | 4.567 17.00 | 7.567 13.00 | 10.57 38.00 1.583 4.00 | 4.583 17.00 | 7.583 13.00 | 10.58 38.00 1.600 4.00 | 4.600 17.00 | 7.600 13.00 | 10.60 38.00 1.617 4.00 | 4.617 17.00 | 7.617 13.00 | 10.62 38.00 1.633 4.00 | 4.633 17.00 | 7.633 13.00 | 10.63 38.00 1.650 4.00 | 4.650 17.00 | 7.650 13.00 | 10.65 38.00 1.667 4.00 | 4.667 17.00 | 7.667 13.00 | 10.67 38.00 1.683 4.00 | 4.683 17.00 | 7.683 13.00 | 10.68 38.00 1.700 4.00 | 4.700 17.00 | 7.700 13.00 | 10.70 38.00 1.717 4.00 | 4.717 17.00 | 7.717 13.00 | 10.72 38.00 1.733 4.00 | 4.733 17.00 | 7.733 13.00 | 10.73 38.00

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Pre-Development 1.750 4.00 | 4.750 17.00 | 7.750 13.00 | 10.75 38.00 1.767 4.00 | 4.767 17.00 | 7.767 13.00 | 10.77 38.00 1.783 4.00 | 4.783 17.00 | 7.783 13.00 | 10.78 38.00 1.800 4.00 | 4.800 17.00 | 7.800 13.00 | 10.80 38.00 1.817 4.00 | 4.817 17.00 | 7.817 13.00 | 10.82 38.00 1.833 4.00 | 4.833 17.00 | 7.833 13.00 | 10.83 38.00 1.850 4.00 | 4.850 17.00 | 7.850 13.00 | 10.85 38.00 1.867 4.00 | 4.867 17.00 | 7.867 13.00 | 10.87 38.00 1.883 4.00 | 4.883 17.00 | 7.883 13.00 | 10.88 38.00 1.900 4.00 | 4.900 17.00 | 7.900 13.00 | 10.90 38.00 1.917 4.00 | 4.917 17.00 | 7.917 13.00 | 10.92 38.00 1.933 4.00 | 4.933 17.00 | 7.933 13.00 | 10.93 38.00 1.950 4.00 | 4.950 17.00 | 7.950 13.00 | 10.95 38.00 1.967 4.00 | 4.967 17.00 | 7.967 13.00 | 10.97 38.00 1.983 4.00 | 4.983 17.00 | 7.983 13.00 | 10.98 38.00 2.000 4.00 | 5.000 17.00 | 8.000 13.00 | 11.00 37.99 2.017 6.00 | 5.017 13.00 | 8.017 13.00 | 11.02 13.00 2.033 6.00 | 5.033 13.00 | 8.033 13.00 | 11.03 13.00 2.050 6.00 | 5.050 13.00 | 8.050 13.00 | 11.05 13.00 2.067 6.00 | 5.067 13.00 | 8.067 13.00 | 11.07 13.00 2.083 6.00 | 5.083 13.00 | 8.083 13.00 | 11.08 13.00 2.100 6.00 | 5.100 13.00 | 8.100 13.00 | 11.10 13.00 2.117 6.00 | 5.117 13.00 | 8.117 13.00 | 11.12 13.00 2.133 6.00 | 5.133 13.00 | 8.133 13.00 | 11.13 13.00 2.150 6.00 | 5.150 13.00 | 8.150 13.00 | 11.15 13.00 2.167 6.00 | 5.167 13.00 | 8.167 13.00 | 11.17 13.00 2.183 6.00 | 5.183 13.00 | 8.183 13.00 | 11.18 13.00 2.200 6.00 | 5.200 13.00 | 8.200 13.00 | 11.20 13.00 2.217 6.00 | 5.217 13.00 | 8.217 13.00 | 11.22 13.00 2.233 6.00 | 5.233 13.00 | 8.233 13.00 | 11.23 13.00 2.250 6.00 | 5.250 13.00 | 8.250 13.00 | 11.25 13.00 2.267 6.00 | 5.267 13.00 | 8.267 13.00 | 11.27 13.00 2.283 6.00 | 5.283 13.00 | 8.283 13.00 | 11.28 13.00 2.300 6.00 | 5.300 13.00 | 8.300 13.00 | 11.30 13.00 2.317 6.00 | 5.317 13.00 | 8.317 13.00 | 11.32 13.00 2.333 6.00 | 5.333 13.00 | 8.333 13.00 | 11.33 13.00 2.350 6.00 | 5.350 13.00 | 8.350 13.00 | 11.35 13.00 2.367 6.00 | 5.367 13.00 | 8.367 13.00 | 11.37 13.00 2.383 6.00 | 5.383 13.00 | 8.383 13.00 | 11.38 13.00 2.400 6.00 | 5.400 13.00 | 8.400 13.00 | 11.40 13.00 2.417 6.00 | 5.417 13.00 | 8.417 13.00 | 11.42 13.00 2.433 6.00 | 5.433 13.00 | 8.433 13.00 | 11.43 13.00 2.450 6.00 | 5.450 13.00 | 8.450 13.00 | 11.45 13.00 2.467 6.00 | 5.467 13.00 | 8.467 13.00 | 11.47 13.00 2.483 6.00 | 5.483 13.00 | 8.483 13.00 | 11.48 13.00 2.500 6.00 | 5.500 13.00 | 8.500 13.00 | 11.50 13.00 2.517 6.00 | 5.517 13.00 | 8.517 13.00 | 11.52 13.00 2.533 6.00 | 5.533 13.00 | 8.533 13.00 | 11.53 13.00 2.550 6.00 | 5.550 13.00 | 8.550 13.00 | 11.55 13.00 2.567 6.00 | 5.567 13.00 | 8.567 13.00 | 11.57 13.00 2.583 6.00 | 5.583 13.00 | 8.583 13.00 | 11.58 13.00 2.600 6.00 | 5.600 13.00 | 8.600 13.00 | 11.60 13.00 2.617 6.00 | 5.617 13.00 | 8.617 13.00 | 11.62 13.00 2.633 6.00 | 5.633 13.00 | 8.633 13.00 | 11.63 13.00 2.650 6.00 | 5.650 13.00 | 8.650 13.00 | 11.65 13.00 2.667 6.00 | 5.667 13.00 | 8.667 13.00 | 11.67 13.00 2.683 6.00 | 5.683 13.00 | 8.683 13.00 | 11.68 13.00 2.700 6.00 | 5.700 13.00 | 8.700 13.00 | 11.70 13.00 2.717 6.00 | 5.717 13.00 | 8.717 13.00 | 11.72 13.00 2.733 6.00 | 5.733 13.00 | 8.733 13.00 | 11.73 13.00 2.750 6.00 | 5.750 13.00 | 8.750 13.00 | 11.75 13.00 2.767 6.00 | 5.767 13.00 | 8.767 13.00 | 11.77 13.00 2.783 6.00 | 5.783 13.00 | 8.783 13.00 | 11.78 13.00

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Pre-Development 2.800 6.00 | 5.800 13.00 | 8.800 13.00 | 11.80 13.00 2.817 6.00 | 5.817 13.00 | 8.817 13.00 | 11.82 13.00 2.833 6.00 | 5.833 13.00 | 8.833 13.00 | 11.83 13.00 2.850 6.00 | 5.850 13.00 | 8.850 13.00 | 11.85 13.00 2.867 6.00 | 5.867 13.00 | 8.867 13.00 | 11.87 13.00 2.883 6.00 | 5.883 13.00 | 8.883 13.00 | 11.88 13.00 2.900 6.00 | 5.900 13.00 | 8.900 13.00 | 11.90 13.00 2.917 6.00 | 5.917 13.00 | 8.917 13.00 | 11.92 13.00 2.933 6.00 | 5.933 13.00 | 8.933 13.00 | 11.93 13.00 2.950 6.00 | 5.950 13.00 | 8.950 13.00 | 11.95 13.00 2.967 6.00 | 5.967 13.00 | 8.967 13.00 | 11.97 13.00 2.983 6.00 | 5.983 13.00 | 8.983 13.00 | 11.98 13.00 3.000 6.00 | 6.000 13.01 | 9.000 13.08 | 12.00 13.00 Unit Hyd Qpeak (cms)= 1.171 PEAK FLOW (cms)= 1.671 (i) TIME TO PEAK (hrs)= 10.383 RUNOFF VOLUME (mm)= 133.458 TOTAL RAINFALL (mm)= 212.001 RUNOFF COEFFICIENT = 0.630 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.098 (i) TIME TO PEAK (hrs)= 10.000 RUNOFF VOLUME (mm)= 152.609 TOTAL RAINFALL (mm)= 212.001 RUNOFF COEFFICIENT = 0.720 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0003)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0101): 16.25 1.671 10.38 133.46 + ID2= 2 ( 0110): 0.75 0.098 10.00 152.61 ==================================================== ID = 3 ( 0003): 17.00 1.742 10.38 134.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. -------------------------------------------------------------------------------

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Post-Development=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\6ab9acc3-0312-49b6-9e65-e936c90f1ce5\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\6ab9acc3-0312-49b6-9e65-e936c90f1ce5\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : B) 2yr 4hr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 442.489| Ptotal= 33.68 mm | B= 1.500-------------------- C= 0.722 used in: INTENSITY = A / (t + B)^C

Duration of storm = 4.00 hrs Storm time step = 10.00 min Time to peak ratio = 0.33 TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.17 2.67 | 1.17 14.75 | 2.17 5.52 | 3.17 3.10 0.33 3.00 | 1.33 75.87 | 2.33 4.83 | 3.33 2.91 0.50 3.45 | 1.50 18.63 | 2.50 4.31 | 3.50 2.75 0.67 4.11 | 1.67 10.89 | 2.67 3.91 | 3.67 2.60 0.83 5.17 | 1.83 8.05 | 2.83 3.59 | 3.83 2.48

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Post-Development 1.00 7.27 | 2.00 6.50 | 3.00 3.32 | 4.00 2.36 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 2.67 | 1.017 14.75 | 2.017 5.52 | 3.02 3.10 0.033 2.67 | 1.033 14.75 | 2.033 5.52 | 3.03 3.10 0.050 2.67 | 1.050 14.75 | 2.050 5.52 | 3.05 3.10 0.067 2.67 | 1.067 14.75 | 2.067 5.52 | 3.07 3.10 0.083 2.67 | 1.083 14.75 | 2.083 5.52 | 3.08 3.10 0.100 2.67 | 1.100 14.75 | 2.100 5.52 | 3.10 3.10 0.117 2.67 | 1.117 14.75 | 2.117 5.52 | 3.12 3.10 0.133 2.67 | 1.133 14.75 | 2.133 5.52 | 3.13 3.10 0.150 2.67 | 1.150 14.75 | 2.150 5.52 | 3.15 3.10 0.167 2.67 | 1.167 14.75 | 2.167 5.52 | 3.17 3.10 0.183 3.00 | 1.183 75.87 | 2.183 4.83 | 3.18 2.91 0.200 3.00 | 1.200 75.87 | 2.200 4.83 | 3.20 2.91 0.217 3.00 | 1.217 75.87 | 2.217 4.83 | 3.22 2.91 0.233 3.00 | 1.233 75.87 | 2.233 4.83 | 3.23 2.91 0.250 3.00 | 1.250 75.87 | 2.250 4.83 | 3.25 2.91 0.267 3.00 | 1.267 75.87 | 2.267 4.83 | 3.27 2.91 0.283 3.00 | 1.283 75.87 | 2.283 4.83 | 3.28 2.91 0.300 3.00 | 1.300 75.87 | 2.300 4.83 | 3.30 2.91 0.317 3.00 | 1.317 75.87 | 2.317 4.83 | 3.32 2.91 0.333 3.00 | 1.333 75.87 | 2.333 4.83 | 3.33 2.91 0.350 3.45 | 1.350 18.63 | 2.350 4.31 | 3.35 2.75 0.367 3.45 | 1.367 18.63 | 2.367 4.31 | 3.37 2.75 0.383 3.45 | 1.383 18.63 | 2.383 4.31 | 3.38 2.75 0.400 3.45 | 1.400 18.63 | 2.400 4.31 | 3.40 2.75 0.417 3.45 | 1.417 18.63 | 2.417 4.31 | 3.42 2.75 0.433 3.45 | 1.433 18.63 | 2.433 4.31 | 3.43 2.75 0.450 3.45 | 1.450 18.63 | 2.450 4.31 | 3.45 2.75 0.467 3.45 | 1.467 18.63 | 2.467 4.31 | 3.47 2.75 0.483 3.45 | 1.483 18.63 | 2.483 4.31 | 3.48 2.75 0.500 3.45 | 1.500 18.63 | 2.500 4.31 | 3.50 2.75 0.517 4.11 | 1.517 10.89 | 2.517 3.91 | 3.52 2.60 0.533 4.11 | 1.533 10.89 | 2.533 3.91 | 3.53 2.60 0.550 4.11 | 1.550 10.89 | 2.550 3.91 | 3.55 2.60 0.567 4.11 | 1.567 10.89 | 2.567 3.91 | 3.57 2.60 0.583 4.11 | 1.583 10.89 | 2.583 3.91 | 3.58 2.60 0.600 4.11 | 1.600 10.89 | 2.600 3.91 | 3.60 2.60 0.617 4.11 | 1.617 10.89 | 2.617 3.91 | 3.62 2.60 0.633 4.11 | 1.633 10.89 | 2.633 3.91 | 3.63 2.60 0.650 4.11 | 1.650 10.89 | 2.650 3.91 | 3.65 2.60 0.667 4.11 | 1.667 10.89 | 2.667 3.91 | 3.67 2.60 0.683 5.17 | 1.683 8.05 | 2.683 3.59 | 3.68 2.48 0.700 5.17 | 1.700 8.05 | 2.700 3.59 | 3.70 2.48 0.717 5.17 | 1.717 8.05 | 2.717 3.59 | 3.72 2.48 0.733 5.17 | 1.733 8.05 | 2.733 3.59 | 3.73 2.48 0.750 5.17 | 1.750 8.05 | 2.750 3.59 | 3.75 2.48 0.767 5.17 | 1.767 8.05 | 2.767 3.59 | 3.77 2.48 0.783 5.17 | 1.783 8.05 | 2.783 3.59 | 3.78 2.48

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lparsons

Text Box

Post-Development Model Output

Post-Development 0.800 5.17 | 1.800 8.05 | 2.800 3.59 | 3.80 2.48 0.817 5.17 | 1.817 8.05 | 2.817 3.59 | 3.82 2.48 0.833 5.17 | 1.833 8.05 | 2.833 3.59 | 3.83 2.48 0.850 7.27 | 1.850 6.50 | 2.850 3.32 | 3.85 2.36 0.867 7.27 | 1.867 6.50 | 2.867 3.32 | 3.87 2.36 0.883 7.27 | 1.883 6.50 | 2.883 3.32 | 3.88 2.36 0.900 7.27 | 1.900 6.50 | 2.900 3.32 | 3.90 2.36 0.917 7.27 | 1.917 6.50 | 2.917 3.32 | 3.92 2.36 0.933 7.27 | 1.933 6.50 | 2.933 3.32 | 3.93 2.36 0.950 7.27 | 1.950 6.50 | 2.950 3.32 | 3.95 2.36 0.967 7.27 | 1.967 6.50 | 2.967 3.32 | 3.97 2.36 0.983 7.27 | 1.983 6.50 | 2.983 3.32 | 3.98 2.36 1.000 7.27 | 2.000 6.50 | 3.000 3.32 | 4.00 2.36 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.131 (i) TIME TO PEAK (hrs)= 2.133 RUNOFF VOLUME (mm)= 6.087 TOTAL RAINFALL (mm)= 33.677 RUNOFF COEFFICIENT = 0.181 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.027 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 8.028 TOTAL RAINFALL (mm)= 33.677 RUNOFF COEFFICIENT = 0.238 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.027 1.37 8.03 + ID2= 2 ( 0201): 16.25 0.131 2.13 6.09 ==================================================== ID = 3 ( 0004): 17.00 0.136 2.12 6.17 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880

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Post-Development 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.136 2.12 6.17 OUTFLOW: ID= 1 ( 0002) 17.000 0.064 3.70 4.93 PEAK FLOW REDUCTION [Qout/Qin](%)= 47.02 TIME SHIFT OF PEAK FLOW (min)= 95.00 MAXIMUM STORAGE USED (ha.m.)= 0.0541 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a718bc37-da8a-4618-a7c8-547208051f7e\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a718bc37-da8a-4618-a7c8-547208051f7e\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : C) 5yr 4hr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 590.515

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Post-Development| Ptotal= 44.21 mm | B= 1.500-------------------- C= 0.725 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 3.47 | 1.017 19.34 | 2.017 7.20 | 3.02 4.03 0.033 3.47 | 1.033 19.34 | 2.033 7.20 | 3.03 4.03 0.050 3.47 | 1.050 19.34 | 2.050 7.20 | 3.05 4.03 0.067 3.47 | 1.067 19.34 | 2.067 7.20 | 3.07 4.03 0.083 3.47 | 1.083 19.34 | 2.083 7.20 | 3.08 4.03 0.100 3.47 | 1.100 19.34 | 2.100 7.20 | 3.10 4.03 0.117 3.47 | 1.117 19.34 | 2.117 7.20 | 3.12 4.03 0.133 3.47 | 1.133 19.34 | 2.133 7.20 | 3.13 4.03 0.150 3.47 | 1.150 19.34 | 2.150 7.20 | 3.15 4.03 0.167 3.47 | 1.167 19.34 | 2.167 7.20 | 3.17 4.03 0.183 3.91 | 1.183 100.51 | 2.183 6.29 | 3.18 3.79 0.200 3.91 | 1.200 100.51 | 2.200 6.29 | 3.20 3.79 0.217 3.91 | 1.217 100.51 | 2.217 6.29 | 3.22 3.79 0.233 3.91 | 1.233 100.51 | 2.233 6.29 | 3.23 3.79 0.250 3.91 | 1.250 100.51 | 2.250 6.29 | 3.25 3.79 0.267 3.91 | 1.267 100.51 | 2.267 6.29 | 3.27 3.79 0.283 3.91 | 1.283 100.51 | 2.283 6.29 | 3.28 3.79 0.300 3.91 | 1.300 100.51 | 2.300 6.29 | 3.30 3.79 0.317 3.91 | 1.317 100.51 | 2.317 6.29 | 3.32 3.79 0.333 3.91 | 1.333 100.51 | 2.333 6.29 | 3.33 3.79 0.350 4.49 | 1.350 24.46 | 2.350 5.62 | 3.35 3.57 0.367 4.49 | 1.367 24.45 | 2.367 5.62 | 3.37 3.57 0.383 4.49 | 1.383 24.45 | 2.383 5.62 | 3.38 3.57 0.400 4.49 | 1.400 24.45 | 2.400 5.62 | 3.40 3.57 0.417 4.49 | 1.417 24.45 | 2.417 5.62 | 3.42 3.57 0.433 4.49 | 1.433 24.45 | 2.433 5.62 | 3.43 3.57 0.450 4.49 | 1.450 24.45 | 2.450 5.62 | 3.45 3.57 0.467 4.49 | 1.467 24.45 | 2.467 5.62 | 3.47 3.57 0.483 4.49 | 1.483 24.45 | 2.483 5.62 | 3.48 3.57 0.500 4.49 | 1.500 24.45 | 2.500 5.62 | 3.50 3.57 0.517 5.35 | 1.517 14.25 | 2.517 5.09 | 3.52 3.38 0.533 5.35 | 1.533 14.25 | 2.533 5.09 | 3.53 3.38

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Post-Development 0.550 5.35 | 1.550 14.25 | 2.550 5.09 | 3.55 3.38 0.567 5.35 | 1.567 14.25 | 2.567 5.09 | 3.57 3.38 0.583 5.35 | 1.583 14.25 | 2.583 5.09 | 3.58 3.38 0.600 5.35 | 1.600 14.25 | 2.600 5.09 | 3.60 3.38 0.617 5.35 | 1.617 14.25 | 2.617 5.09 | 3.62 3.38 0.633 5.35 | 1.633 14.25 | 2.633 5.09 | 3.63 3.38 0.650 5.35 | 1.650 14.25 | 2.650 5.09 | 3.65 3.38 0.667 5.35 | 1.667 14.25 | 2.667 5.09 | 3.67 3.38 0.683 6.74 | 1.683 10.51 | 2.683 4.67 | 3.68 3.22 0.700 6.74 | 1.700 10.51 | 2.700 4.67 | 3.70 3.22 0.717 6.74 | 1.717 10.51 | 2.717 4.67 | 3.72 3.22 0.733 6.74 | 1.733 10.51 | 2.733 4.67 | 3.73 3.22 0.750 6.74 | 1.750 10.51 | 2.750 4.67 | 3.75 3.22 0.767 6.74 | 1.767 10.51 | 2.767 4.67 | 3.77 3.22 0.783 6.74 | 1.783 10.51 | 2.783 4.67 | 3.78 3.22 0.800 6.74 | 1.800 10.51 | 2.800 4.67 | 3.80 3.22 0.817 6.74 | 1.817 10.51 | 2.817 4.67 | 3.82 3.22 0.833 6.74 | 1.833 10.51 | 2.833 4.67 | 3.83 3.22 0.850 9.49 | 1.850 8.49 | 2.850 4.33 | 3.85 3.07 0.867 9.49 | 1.867 8.49 | 2.867 4.33 | 3.87 3.07 0.883 9.49 | 1.883 8.49 | 2.883 4.33 | 3.88 3.07 0.900 9.49 | 1.900 8.49 | 2.900 4.33 | 3.90 3.07 0.917 9.49 | 1.917 8.49 | 2.917 4.33 | 3.92 3.07 0.933 9.49 | 1.933 8.49 | 2.933 4.33 | 3.93 3.07 0.950 9.49 | 1.950 8.49 | 2.950 4.33 | 3.95 3.07 0.967 9.49 | 1.967 8.49 | 2.967 4.33 | 3.97 3.07 0.983 9.49 | 1.983 8.49 | 2.983 4.33 | 3.98 3.07 1.000 9.49 | 2.000 8.49 | 3.000 4.33 | 4.00 3.07 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.250 (i) TIME TO PEAK (hrs)= 2.067 RUNOFF VOLUME (mm)= 10.944 TOTAL RAINFALL (mm)= 44.210 RUNOFF COEFFICIENT = 0.248 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.050 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 13.609 TOTAL RAINFALL (mm)= 44.210 RUNOFF COEFFICIENT = 0.308 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.050 1.37 13.61

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Post-Development + ID2= 2 ( 0201): 16.25 0.250 2.07 10.94 ==================================================== ID = 3 ( 0004): 17.00 0.258 2.07 11.06 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.258 2.07 11.06 OUTFLOW: ID= 1 ( 0002) 17.000 0.110 3.62 9.82 PEAK FLOW REDUCTION [Qout/Qin](%)= 42.41 TIME SHIFT OF PEAK FLOW (min)= 93.00 MAXIMUM STORAGE USED (ha.m.)= 0.0936 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\29e3d551-fee4-4b22-b0d4-5cb3863a2d76\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\29e3d551-fee4-4b22-b0d4-5cb3863a2d76\scen

DATE: 06/14/2018 TIME: 10:52:59

Page 7

Post-DevelopmentUSER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : D) 10yr 4hr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 685.289| Ptotal= 51.31 mm | B= 1.500-------------------- C= 0.725 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 4.03 | 1.017 22.45 | 2.017 8.35 | 3.02 4.68 0.033 4.03 | 1.033 22.45 | 2.033 8.35 | 3.03 4.68 0.050 4.03 | 1.050 22.45 | 2.050 8.35 | 3.05 4.68 0.067 4.03 | 1.067 22.45 | 2.067 8.35 | 3.07 4.68 0.083 4.03 | 1.083 22.45 | 2.083 8.35 | 3.08 4.68 0.100 4.03 | 1.100 22.45 | 2.100 8.35 | 3.10 4.68 0.117 4.03 | 1.117 22.45 | 2.117 8.35 | 3.12 4.68 0.133 4.03 | 1.133 22.45 | 2.133 8.35 | 3.13 4.68 0.150 4.03 | 1.150 22.45 | 2.150 8.35 | 3.15 4.68 0.167 4.03 | 1.167 22.45 | 2.167 8.35 | 3.17 4.68 0.183 4.53 | 1.183 116.64 | 2.183 7.30 | 3.18 4.39 0.200 4.53 | 1.200 116.65 | 2.200 7.30 | 3.20 4.39 0.217 4.53 | 1.217 116.65 | 2.217 7.30 | 3.22 4.39 0.233 4.53 | 1.233 116.65 | 2.233 7.30 | 3.23 4.39 0.250 4.53 | 1.250 116.65 | 2.250 7.30 | 3.25 4.39 0.267 4.53 | 1.267 116.65 | 2.267 7.30 | 3.27 4.39 0.283 4.53 | 1.283 116.65 | 2.283 7.30 | 3.28 4.39

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Post-Development 0.300 4.53 | 1.300 116.65 | 2.300 7.30 | 3.30 4.39 0.317 4.53 | 1.317 116.65 | 2.317 7.30 | 3.32 4.39 0.333 4.53 | 1.333 116.65 | 2.333 7.30 | 3.33 4.39 0.350 5.22 | 1.350 28.38 | 2.350 6.52 | 3.35 4.14 0.367 5.22 | 1.367 28.38 | 2.367 6.52 | 3.37 4.14 0.383 5.22 | 1.383 28.38 | 2.383 6.52 | 3.38 4.14 0.400 5.22 | 1.400 28.38 | 2.400 6.52 | 3.40 4.14 0.417 5.22 | 1.417 28.38 | 2.417 6.52 | 3.42 4.14 0.433 5.22 | 1.433 28.38 | 2.433 6.52 | 3.43 4.14 0.450 5.22 | 1.450 28.38 | 2.450 6.52 | 3.45 4.14 0.467 5.22 | 1.467 28.38 | 2.467 6.52 | 3.47 4.14 0.483 5.22 | 1.483 28.38 | 2.483 6.52 | 3.48 4.14 0.500 5.22 | 1.500 28.38 | 2.500 6.52 | 3.50 4.14 0.517 6.21 | 1.517 16.54 | 2.517 5.91 | 3.52 3.93 0.533 6.21 | 1.533 16.54 | 2.533 5.91 | 3.53 3.93 0.550 6.21 | 1.550 16.54 | 2.550 5.91 | 3.55 3.93 0.567 6.21 | 1.567 16.54 | 2.567 5.91 | 3.57 3.93 0.583 6.21 | 1.583 16.54 | 2.583 5.91 | 3.58 3.93 0.600 6.21 | 1.600 16.54 | 2.600 5.91 | 3.60 3.93 0.617 6.21 | 1.617 16.54 | 2.617 5.91 | 3.62 3.93 0.633 6.21 | 1.633 16.54 | 2.633 5.91 | 3.63 3.93 0.650 6.21 | 1.650 16.54 | 2.650 5.91 | 3.65 3.93 0.667 6.21 | 1.667 16.54 | 2.667 5.91 | 3.67 3.93 0.683 7.82 | 1.683 12.20 | 2.683 5.42 | 3.68 3.73 0.700 7.82 | 1.700 12.20 | 2.700 5.42 | 3.70 3.73 0.717 7.82 | 1.717 12.20 | 2.717 5.42 | 3.72 3.73 0.733 7.82 | 1.733 12.20 | 2.733 5.42 | 3.73 3.73 0.750 7.82 | 1.750 12.20 | 2.750 5.42 | 3.75 3.73 0.767 7.82 | 1.767 12.20 | 2.767 5.42 | 3.77 3.73 0.783 7.82 | 1.783 12.20 | 2.783 5.42 | 3.78 3.73 0.800 7.82 | 1.800 12.20 | 2.800 5.42 | 3.80 3.73 0.817 7.82 | 1.817 12.20 | 2.817 5.42 | 3.82 3.73 0.833 7.82 | 1.833 12.20 | 2.833 5.42 | 3.83 3.73 0.850 11.01 | 1.850 9.85 | 2.850 5.02 | 3.85 3.56 0.867 11.01 | 1.867 9.85 | 2.867 5.02 | 3.87 3.56 0.883 11.01 | 1.883 9.85 | 2.883 5.02 | 3.88 3.56 0.900 11.01 | 1.900 9.85 | 2.900 5.02 | 3.90 3.56 0.917 11.01 | 1.917 9.85 | 2.917 5.02 | 3.92 3.56 0.933 11.01 | 1.933 9.85 | 2.933 5.02 | 3.93 3.56 0.950 11.01 | 1.950 9.85 | 2.950 5.02 | 3.95 3.56 0.967 11.01 | 1.967 9.85 | 2.967 5.02 | 3.97 3.56 0.983 11.01 | 1.983 9.85 | 2.983 5.02 | 3.98 3.56 1.000 11.01 | 2.000 9.85 | 3.000 5.02 | 4.00 3.56 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.345 (i) TIME TO PEAK (hrs)= 2.050 RUNOFF VOLUME (mm)= 14.734 TOTAL RAINFALL (mm)= 51.305 RUNOFF COEFFICIENT = 0.287 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358

Page 9

Post-Development PEAK FLOW (cms)= 0.067 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 17.859 TOTAL RAINFALL (mm)= 51.305 RUNOFF COEFFICIENT = 0.348 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.067 1.37 17.86 + ID2= 2 ( 0201): 16.25 0.345 2.05 14.73 ==================================================== ID = 3 ( 0004): 17.00 0.356 2.03 14.87 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.356 2.03 14.87 OUTFLOW: ID= 1 ( 0002) 17.000 0.137 3.68 13.63 PEAK FLOW REDUCTION [Qout/Qin](%)= 38.58 TIME SHIFT OF PEAK FLOW (min)= 99.00 MAXIMUM STORAGE USED (ha.m.)= 0.1296 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved.

Page 10

Post-Development ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\05778d03-5b31-4fa8-9484-94c7a0a600a3\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\05778d03-5b31-4fa8-9484-94c7a0a600a3\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : E) 25yr 4hr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 801.305| Ptotal= 60.32 mm | B= 1.500-------------------- C= 0.724 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 4.75 | 1.017 26.40 | 2.017 9.84 | 3.02 5.52 0.033 4.75 | 1.033 26.40 | 2.033 9.84 | 3.03 5.52

Page 11

Post-Development 0.050 4.75 | 1.050 26.40 | 2.050 9.84 | 3.05 5.52 0.067 4.75 | 1.067 26.40 | 2.067 9.84 | 3.07 5.52 0.083 4.75 | 1.083 26.40 | 2.083 9.84 | 3.08 5.52 0.100 4.75 | 1.100 26.40 | 2.100 9.84 | 3.10 5.52 0.117 4.75 | 1.117 26.40 | 2.117 9.84 | 3.12 5.52 0.133 4.75 | 1.133 26.40 | 2.133 9.84 | 3.13 5.52 0.150 4.75 | 1.150 26.40 | 2.150 9.84 | 3.15 5.52 0.167 4.75 | 1.167 26.40 | 2.167 9.84 | 3.17 5.52 0.183 5.35 | 1.183 136.72 | 2.183 8.61 | 3.18 5.18 0.200 5.35 | 1.200 136.73 | 2.200 8.61 | 3.20 5.18 0.217 5.35 | 1.217 136.73 | 2.217 8.61 | 3.22 5.18 0.233 5.35 | 1.233 136.73 | 2.233 8.61 | 3.23 5.18 0.250 5.35 | 1.250 136.73 | 2.250 8.61 | 3.25 5.18 0.267 5.35 | 1.267 136.73 | 2.267 8.61 | 3.27 5.18 0.283 5.35 | 1.283 136.73 | 2.283 8.61 | 3.28 5.18 0.300 5.35 | 1.300 136.73 | 2.300 8.61 | 3.30 5.18 0.317 5.35 | 1.317 136.73 | 2.317 8.61 | 3.32 5.18 0.333 5.35 | 1.333 136.73 | 2.333 8.61 | 3.33 5.18 0.350 6.15 | 1.350 33.37 | 2.350 7.68 | 3.35 4.89 0.367 6.15 | 1.367 33.37 | 2.367 7.68 | 3.37 4.89 0.383 6.15 | 1.383 33.37 | 2.383 7.68 | 3.38 4.89 0.400 6.15 | 1.400 33.37 | 2.400 7.68 | 3.40 4.89 0.417 6.15 | 1.417 33.37 | 2.417 7.68 | 3.42 4.89 0.433 6.15 | 1.433 33.37 | 2.433 7.68 | 3.43 4.89 0.450 6.15 | 1.450 33.37 | 2.450 7.68 | 3.45 4.89 0.467 6.15 | 1.467 33.37 | 2.467 7.68 | 3.47 4.89 0.483 6.15 | 1.483 33.37 | 2.483 7.68 | 3.48 4.89 0.500 6.15 | 1.500 33.37 | 2.500 7.68 | 3.50 4.89 0.517 7.32 | 1.517 19.47 | 2.517 6.97 | 3.52 4.63 0.533 7.32 | 1.533 19.47 | 2.533 6.97 | 3.53 4.63 0.550 7.32 | 1.550 19.47 | 2.550 6.97 | 3.55 4.63 0.567 7.32 | 1.567 19.47 | 2.567 6.97 | 3.57 4.63 0.583 7.32 | 1.583 19.47 | 2.583 6.97 | 3.58 4.63 0.600 7.32 | 1.600 19.47 | 2.600 6.97 | 3.60 4.63 0.617 7.32 | 1.617 19.47 | 2.617 6.97 | 3.62 4.63 0.633 7.32 | 1.633 19.47 | 2.633 6.97 | 3.63 4.63 0.650 7.32 | 1.650 19.47 | 2.650 6.97 | 3.65 4.63 0.667 7.32 | 1.667 19.47 | 2.667 6.97 | 3.67 4.63 0.683 9.21 | 1.683 14.36 | 2.683 6.39 | 3.68 4.40 0.700 9.21 | 1.700 14.36 | 2.700 6.39 | 3.70 4.40 0.717 9.21 | 1.717 14.36 | 2.717 6.39 | 3.72 4.40 0.733 9.21 | 1.733 14.36 | 2.733 6.39 | 3.73 4.40 0.750 9.21 | 1.750 14.36 | 2.750 6.39 | 3.75 4.40 0.767 9.21 | 1.767 14.36 | 2.767 6.39 | 3.77 4.40 0.783 9.21 | 1.783 14.36 | 2.783 6.39 | 3.78 4.40 0.800 9.21 | 1.800 14.36 | 2.800 6.39 | 3.80 4.40 0.817 9.21 | 1.817 14.36 | 2.817 6.39 | 3.82 4.40 0.833 9.21 | 1.833 14.36 | 2.833 6.39 | 3.83 4.40 0.850 12.97 | 1.850 11.60 | 2.850 5.92 | 3.85 4.20 0.867 12.97 | 1.867 11.60 | 2.867 5.92 | 3.87 4.20 0.883 12.97 | 1.883 11.60 | 2.883 5.92 | 3.88 4.20 0.900 12.97 | 1.900 11.60 | 2.900 5.92 | 3.90 4.20 0.917 12.97 | 1.917 11.60 | 2.917 5.92 | 3.92 4.20 0.933 12.97 | 1.933 11.60 | 2.933 5.92 | 3.93 4.20 0.950 12.97 | 1.950 11.60 | 2.950 5.92 | 3.95 4.20 0.967 12.97 | 1.967 11.60 | 2.967 5.92 | 3.97 4.20 0.983 12.97 | 1.983 11.60 | 2.983 5.92 | 3.98 4.20 1.000 12.97 | 2.000 11.60 | 3.000 5.92 | 4.00 4.20 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.479 (i) TIME TO PEAK (hrs)= 2.033

Page 12

Post-Development RUNOFF VOLUME (mm)= 20.035 TOTAL RAINFALL (mm)= 60.321 RUNOFF COEFFICIENT = 0.332 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.091 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 23.709 TOTAL RAINFALL (mm)= 60.321 RUNOFF COEFFICIENT = 0.393 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.091 1.37 23.71 + ID2= 2 ( 0201): 16.25 0.479 2.03 20.03 ==================================================== ID = 3 ( 0004): 17.00 0.494 2.02 20.20 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.494 2.02 20.20 OUTFLOW: ID= 1 ( 0002) 17.000 0.172 3.78 18.95 PEAK FLOW REDUCTION [Qout/Qin](%)= 34.78 TIME SHIFT OF PEAK FLOW (min)=106.00 MAXIMUM STORAGE USED (ha.m.)= 0.1841 -------------------------------------------------------------------------------===========================================================================================================

Page 13

Post-Development V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a9f687df-483e-4958-a43e-65af0f8c48f3\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\a9f687df-483e-4958-a43e-65af0f8c48f3\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : F) 50yr 4hr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 892.038| Ptotal= 66.78 mm | B= 1.500-------------------- C= 0.725 used in: INTENSITY = A / (t + B)^C

Duration of storm = 4.00 hrs Storm time step = 10.00 min Time to peak ratio = 0.33 TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.17 5.25 | 1.17 29.22 | 2.17 10.87 | 3.17 6.09 0.33 5.90 | 1.33 151.84 | 2.33 9.50 | 3.33 5.72 0.50 6.79 | 1.50 36.94 | 2.50 8.49 | 3.50 5.39 0.67 8.08 | 1.67 21.53 | 2.67 7.69 | 3.67 5.11 0.83 10.18 | 1.83 15.88 | 2.83 7.06 | 3.83 4.86 1.00 14.33 | 2.00 12.82 | 3.00 6.53 | 4.00 4.64

Page 14

Post-Development---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 5.25 | 1.017 29.22 | 2.017 10.87 | 3.02 6.09 0.033 5.25 | 1.033 29.22 | 2.033 10.87 | 3.03 6.09 0.050 5.25 | 1.050 29.22 | 2.050 10.87 | 3.05 6.09 0.067 5.25 | 1.067 29.22 | 2.067 10.87 | 3.07 6.09 0.083 5.25 | 1.083 29.22 | 2.083 10.87 | 3.08 6.09 0.100 5.25 | 1.100 29.22 | 2.100 10.87 | 3.10 6.09 0.117 5.25 | 1.117 29.22 | 2.117 10.87 | 3.12 6.09 0.133 5.25 | 1.133 29.22 | 2.133 10.87 | 3.13 6.09 0.150 5.25 | 1.150 29.22 | 2.150 10.87 | 3.15 6.09 0.167 5.25 | 1.167 29.22 | 2.167 10.87 | 3.17 6.09 0.183 5.90 | 1.183 151.83 | 2.183 9.50 | 3.18 5.72 0.200 5.90 | 1.200 151.84 | 2.200 9.50 | 3.20 5.72 0.217 5.90 | 1.217 151.84 | 2.217 9.50 | 3.22 5.72 0.233 5.90 | 1.233 151.84 | 2.233 9.50 | 3.23 5.72 0.250 5.90 | 1.250 151.84 | 2.250 9.50 | 3.25 5.72 0.267 5.90 | 1.267 151.84 | 2.267 9.50 | 3.27 5.72 0.283 5.90 | 1.283 151.84 | 2.283 9.50 | 3.28 5.72 0.300 5.90 | 1.300 151.84 | 2.300 9.50 | 3.30 5.72 0.317 5.90 | 1.317 151.84 | 2.317 9.50 | 3.32 5.72 0.333 5.90 | 1.333 151.84 | 2.333 9.50 | 3.33 5.72 0.350 6.79 | 1.350 36.94 | 2.350 8.49 | 3.35 5.39 0.367 6.79 | 1.367 36.94 | 2.367 8.49 | 3.37 5.39 0.383 6.79 | 1.383 36.94 | 2.383 8.49 | 3.38 5.39 0.400 6.79 | 1.400 36.94 | 2.400 8.49 | 3.40 5.39 0.417 6.79 | 1.417 36.94 | 2.417 8.49 | 3.42 5.39 0.433 6.79 | 1.433 36.94 | 2.433 8.49 | 3.43 5.39 0.450 6.79 | 1.450 36.94 | 2.450 8.49 | 3.45 5.39 0.467 6.79 | 1.467 36.94 | 2.467 8.49 | 3.47 5.39 0.483 6.79 | 1.483 36.94 | 2.483 8.49 | 3.48 5.39 0.500 6.79 | 1.500 36.94 | 2.500 8.49 | 3.50 5.39 0.517 8.08 | 1.517 21.53 | 2.517 7.69 | 3.52 5.11 0.533 8.08 | 1.533 21.53 | 2.533 7.69 | 3.53 5.11 0.550 8.08 | 1.550 21.53 | 2.550 7.69 | 3.55 5.11 0.567 8.08 | 1.567 21.53 | 2.567 7.69 | 3.57 5.11 0.583 8.08 | 1.583 21.53 | 2.583 7.69 | 3.58 5.11 0.600 8.08 | 1.600 21.53 | 2.600 7.69 | 3.60 5.11 0.617 8.08 | 1.617 21.53 | 2.617 7.69 | 3.62 5.11 0.633 8.08 | 1.633 21.53 | 2.633 7.69 | 3.63 5.11 0.650 8.08 | 1.650 21.53 | 2.650 7.69 | 3.65 5.11 0.667 8.08 | 1.667 21.53 | 2.667 7.69 | 3.67 5.11 0.683 10.18 | 1.683 15.88 | 2.683 7.06 | 3.68 4.86 0.700 10.18 | 1.700 15.88 | 2.700 7.06 | 3.70 4.86 0.717 10.18 | 1.717 15.88 | 2.717 7.06 | 3.72 4.86 0.733 10.18 | 1.733 15.88 | 2.733 7.06 | 3.73 4.86 0.750 10.18 | 1.750 15.88 | 2.750 7.06 | 3.75 4.86 0.767 10.18 | 1.767 15.88 | 2.767 7.06 | 3.77 4.86 0.783 10.18 | 1.783 15.88 | 2.783 7.06 | 3.78 4.86 0.800 10.18 | 1.800 15.88 | 2.800 7.06 | 3.80 4.86 0.817 10.18 | 1.817 15.88 | 2.817 7.06 | 3.82 4.86 0.833 10.18 | 1.833 15.88 | 2.833 7.06 | 3.83 4.86

Page 15

Post-Development 0.850 14.33 | 1.850 12.82 | 2.850 6.53 | 3.85 4.64 0.867 14.33 | 1.867 12.82 | 2.867 6.53 | 3.87 4.64 0.883 14.33 | 1.883 12.82 | 2.883 6.53 | 3.88 4.64 0.900 14.33 | 1.900 12.82 | 2.900 6.53 | 3.90 4.64 0.917 14.33 | 1.917 12.82 | 2.917 6.53 | 3.92 4.64 0.933 14.33 | 1.933 12.82 | 2.933 6.53 | 3.93 4.64 0.950 14.33 | 1.950 12.82 | 2.950 6.53 | 3.95 4.64 0.967 14.33 | 1.967 12.82 | 2.967 6.53 | 3.97 4.64 0.983 14.33 | 1.983 12.82 | 2.983 6.53 | 3.98 4.64 1.000 14.33 | 2.000 12.82 | 3.000 6.53 | 4.00 4.64 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.586 (i) TIME TO PEAK (hrs)= 2.017 RUNOFF VOLUME (mm)= 24.118 TOTAL RAINFALL (mm)= 66.784 RUNOFF COEFFICIENT = 0.361 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.110 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 28.163 TOTAL RAINFALL (mm)= 66.784 RUNOFF COEFFICIENT = 0.422 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.110 1.37 28.16 + ID2= 2 ( 0201): 16.25 0.586 2.02 24.12 ==================================================== ID = 3 ( 0004): 17.00 0.603 2.02 24.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500

Page 16

Post-Development 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.603 2.02 24.30 OUTFLOW: ID= 1 ( 0002) 17.000 0.296 3.13 23.05 PEAK FLOW REDUCTION [Qout/Qin](%)= 49.08 TIME SHIFT OF PEAK FLOW (min)= 67.00 MAXIMUM STORAGE USED (ha.m.)= 0.2038 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\fd26da4e-b7cf-4db1-b009-4b2ab4b2624c\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\fd26da4e-b7cf-4db1-b009-4b2ab4b2624c\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : G) 100yr 4hr CHI ** ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A= 976.496| Ptotal= 73.51 mm | B= 1.500-------------------- C= 0.724 used in: INTENSITY = A / (t + B)^C

Page 17

Post-Development


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 5.79 | 1.017 32.18 | 2.017 11.99 | 3.02 6.73 0.033 5.79 | 1.033 32.18 | 2.033 11.99 | 3.03 6.73 0.050 5.79 | 1.050 32.18 | 2.050 11.99 | 3.05 6.73 0.067 5.79 | 1.067 32.18 | 2.067 11.99 | 3.07 6.73 0.083 5.79 | 1.083 32.18 | 2.083 11.99 | 3.08 6.73 0.100 5.79 | 1.100 32.18 | 2.100 11.99 | 3.10 6.73 0.117 5.79 | 1.117 32.18 | 2.117 11.99 | 3.12 6.73 0.133 5.79 | 1.133 32.18 | 2.133 11.99 | 3.13 6.73 0.150 5.79 | 1.150 32.18 | 2.150 11.99 | 3.15 6.73 0.167 5.79 | 1.167 32.18 | 2.167 11.99 | 3.17 6.73 0.183 6.51 | 1.183 166.62 | 2.183 10.49 | 3.18 6.31 0.200 6.51 | 1.200 166.62 | 2.200 10.49 | 3.20 6.31 0.217 6.51 | 1.217 166.62 | 2.217 10.49 | 3.22 6.31 0.233 6.51 | 1.233 166.62 | 2.233 10.49 | 3.23 6.31 0.250 6.51 | 1.250 166.62 | 2.250 10.49 | 3.25 6.31 0.267 6.51 | 1.267 166.62 | 2.267 10.49 | 3.27 6.31 0.283 6.51 | 1.283 166.62 | 2.283 10.49 | 3.28 6.31 0.300 6.51 | 1.300 166.62 | 2.300 10.49 | 3.30 6.31 0.317 6.51 | 1.317 166.62 | 2.317 10.49 | 3.32 6.31 0.333 6.51 | 1.333 166.62 | 2.333 10.49 | 3.33 6.31 0.350 7.49 | 1.350 40.67 | 2.350 9.36 | 3.35 5.96 0.367 7.49 | 1.367 40.66 | 2.367 9.36 | 3.37 5.96 0.383 7.49 | 1.383 40.66 | 2.383 9.36 | 3.38 5.96 0.400 7.49 | 1.400 40.66 | 2.400 9.36 | 3.40 5.96 0.417 7.49 | 1.417 40.66 | 2.417 9.36 | 3.42 5.96 0.433 7.49 | 1.433 40.66 | 2.433 9.36 | 3.43 5.96 0.450 7.49 | 1.450 40.66 | 2.450 9.36 | 3.45 5.96 0.467 7.49 | 1.467 40.66 | 2.467 9.36 | 3.47 5.96 0.483 7.49 | 1.483 40.66 | 2.483 9.36 | 3.48 5.96 0.500 7.49 | 1.500 40.66 | 2.500 9.36 | 3.50 5.96 0.517 8.92 | 1.517 23.73 | 2.517 8.49 | 3.52 5.64 0.533 8.92 | 1.533 23.73 | 2.533 8.49 | 3.53 5.64 0.550 8.92 | 1.550 23.73 | 2.550 8.49 | 3.55 5.64 0.567 8.92 | 1.567 23.73 | 2.567 8.49 | 3.57 5.64 0.583 8.92 | 1.583 23.73 | 2.583 8.49 | 3.58 5.64

Page 18

Post-Development 0.600 8.92 | 1.600 23.73 | 2.600 8.49 | 3.60 5.64 0.617 8.92 | 1.617 23.73 | 2.617 8.49 | 3.62 5.64 0.633 8.92 | 1.633 23.73 | 2.633 8.49 | 3.63 5.64 0.650 8.92 | 1.650 23.73 | 2.650 8.49 | 3.65 5.64 0.667 8.92 | 1.667 23.73 | 2.667 8.49 | 3.67 5.64 0.683 11.23 | 1.683 17.50 | 2.683 7.79 | 3.68 5.37 0.700 11.23 | 1.700 17.50 | 2.700 7.79 | 3.70 5.37 0.717 11.23 | 1.717 17.50 | 2.717 7.79 | 3.72 5.37 0.733 11.23 | 1.733 17.50 | 2.733 7.79 | 3.73 5.37 0.750 11.23 | 1.750 17.50 | 2.750 7.79 | 3.75 5.37 0.767 11.23 | 1.767 17.50 | 2.767 7.79 | 3.77 5.37 0.783 11.23 | 1.783 17.50 | 2.783 7.79 | 3.78 5.37 0.800 11.23 | 1.800 17.50 | 2.800 7.79 | 3.80 5.37 0.817 11.23 | 1.817 17.50 | 2.817 7.79 | 3.82 5.37 0.833 11.23 | 1.833 17.50 | 2.833 7.79 | 3.83 5.37 0.850 15.81 | 1.850 14.14 | 2.850 7.21 | 3.85 5.12 0.867 15.81 | 1.867 14.14 | 2.867 7.21 | 3.87 5.12 0.883 15.81 | 1.883 14.14 | 2.883 7.21 | 3.88 5.12 0.900 15.81 | 1.900 14.14 | 2.900 7.21 | 3.90 5.12 0.917 15.81 | 1.917 14.14 | 2.917 7.21 | 3.92 5.12 0.933 15.81 | 1.933 14.14 | 2.933 7.21 | 3.93 5.12 0.950 15.81 | 1.950 14.14 | 2.950 7.21 | 3.95 5.12 0.967 15.81 | 1.967 14.14 | 2.967 7.21 | 3.97 5.12 0.983 15.81 | 1.983 14.14 | 2.983 7.21 | 3.98 5.12 1.000 15.81 | 2.000 14.14 | 3.000 7.21 | 4.00 5.12 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.701 (i) TIME TO PEAK (hrs)= 2.017 RUNOFF VOLUME (mm)= 28.580 TOTAL RAINFALL (mm)= 73.509 RUNOFF COEFFICIENT = 0.389 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.129 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 32.990 TOTAL RAINFALL (mm)= 73.509 RUNOFF COEFFICIENT = 0.449 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.129 1.37 32.99 + ID2= 2 ( 0201): 16.25 0.701 2.02 28.58 ==================================================== ID = 3 ( 0004): 17.00 0.722 2.00 28.77

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Post-Development NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.722 2.00 28.77 OUTFLOW: ID= 1 ( 0002) 17.000 0.449 2.80 27.53 PEAK FLOW REDUCTION [Qout/Qin](%)= 62.19 TIME SHIFT OF PEAK FLOW (min)= 48.00 MAXIMUM STORAGE USED (ha.m.)= 0.2157 ------------------------------------------------------------------------------- FINISH===========================================================================================================

=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\0bb6e40a-bc2f-4dc4-a7f1-cd51155d210e\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\0bb6e40a-bc2f-4dc4-a7f1-cd51155d210e\scen

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Post-DevelopmentDATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : H) 2yr SCS12HII ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\e58db627| Ptotal= 46.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 0.94 | 3.50 1.87 | 6.50 8.42 | 9.50 1.87 1.00 0.94 | 4.00 1.87 | 7.00 3.74 | 10.00 0.94 1.50 0.94 | 4.50 2.81 | 7.50 2.81 | 10.50 0.94 2.00 0.94 | 5.00 3.74 | 8.00 2.81 | 11.00 0.94 2.50 1.87 | 5.50 5.62 | 8.50 1.87 | 11.50 0.94 3.00 1.87 | 6.00 42.12 | 9.00 1.87 | 12.00 0.94 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 0.94 | 3.017 1.87 | 6.017 8.42 | 9.02 1.87 0.033 0.94 | 3.033 1.87 | 6.033 8.42 | 9.03 1.87 0.050 0.94 | 3.050 1.87 | 6.050 8.42 | 9.05 1.87 0.067 0.94 | 3.067 1.87 | 6.067 8.42 | 9.07 1.87 0.083 0.94 | 3.083 1.87 | 6.083 8.42 | 9.08 1.87 0.100 0.94 | 3.100 1.87 | 6.100 8.42 | 9.10 1.87 0.117 0.94 | 3.117 1.87 | 6.117 8.42 | 9.12 1.87 0.133 0.94 | 3.133 1.87 | 6.133 8.42 | 9.13 1.87 0.150 0.94 | 3.150 1.87 | 6.150 8.42 | 9.15 1.87 0.167 0.94 | 3.167 1.87 | 6.167 8.42 | 9.17 1.87 0.183 0.94 | 3.183 1.87 | 6.183 8.42 | 9.18 1.87 0.200 0.94 | 3.200 1.87 | 6.200 8.42 | 9.20 1.87 0.217 0.94 | 3.217 1.87 | 6.217 8.42 | 9.22 1.87 0.233 0.94 | 3.233 1.87 | 6.233 8.42 | 9.23 1.87 0.250 0.94 | 3.250 1.87 | 6.250 8.42 | 9.25 1.87 0.267 0.94 | 3.267 1.87 | 6.267 8.42 | 9.27 1.87 0.283 0.94 | 3.283 1.87 | 6.283 8.42 | 9.28 1.87

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Post-Development 0.300 0.94 | 3.300 1.87 | 6.300 8.42 | 9.30 1.87 0.317 0.94 | 3.317 1.87 | 6.317 8.42 | 9.32 1.87 0.333 0.94 | 3.333 1.87 | 6.333 8.42 | 9.33 1.87 0.350 0.94 | 3.350 1.87 | 6.350 8.42 | 9.35 1.87 0.367 0.94 | 3.367 1.87 | 6.367 8.42 | 9.37 1.87 0.383 0.94 | 3.383 1.87 | 6.383 8.42 | 9.38 1.87 0.400 0.94 | 3.400 1.87 | 6.400 8.42 | 9.40 1.87 0.417 0.94 | 3.417 1.87 | 6.417 8.42 | 9.42 1.87 0.433 0.94 | 3.433 1.87 | 6.433 8.42 | 9.43 1.87 0.450 0.94 | 3.450 1.87 | 6.450 8.42 | 9.45 1.87 0.467 0.94 | 3.467 1.87 | 6.467 8.42 | 9.47 1.87 0.483 0.94 | 3.483 1.87 | 6.483 8.42 | 9.48 1.87 0.500 0.94 | 3.500 1.87 | 6.500 8.42 | 9.50 1.87 0.517 0.94 | 3.517 1.87 | 6.517 3.74 | 9.52 0.94 0.533 0.94 | 3.533 1.87 | 6.533 3.74 | 9.53 0.94 0.550 0.94 | 3.550 1.87 | 6.550 3.74 | 9.55 0.94 0.567 0.94 | 3.567 1.87 | 6.567 3.74 | 9.57 0.94 0.583 0.94 | 3.583 1.87 | 6.583 3.74 | 9.58 0.94 0.600 0.94 | 3.600 1.87 | 6.600 3.74 | 9.60 0.94 0.617 0.94 | 3.617 1.87 | 6.617 3.74 | 9.62 0.94 0.633 0.94 | 3.633 1.87 | 6.633 3.74 | 9.63 0.94 0.650 0.94 | 3.650 1.87 | 6.650 3.74 | 9.65 0.94 0.667 0.94 | 3.667 1.87 | 6.667 3.74 | 9.67 0.94 0.683 0.94 | 3.683 1.87 | 6.683 3.74 | 9.68 0.94 0.700 0.94 | 3.700 1.87 | 6.700 3.74 | 9.70 0.94 0.717 0.94 | 3.717 1.87 | 6.717 3.74 | 9.72 0.94 0.733 0.94 | 3.733 1.87 | 6.733 3.74 | 9.73 0.94 0.750 0.94 | 3.750 1.87 | 6.750 3.74 | 9.75 0.94 0.767 0.94 | 3.767 1.87 | 6.767 3.74 | 9.77 0.94 0.783 0.94 | 3.783 1.87 | 6.783 3.74 | 9.78 0.94 0.800 0.94 | 3.800 1.87 | 6.800 3.74 | 9.80 0.94 0.817 0.94 | 3.817 1.87 | 6.817 3.74 | 9.82 0.94 0.833 0.94 | 3.833 1.87 | 6.833 3.74 | 9.83 0.94 0.850 0.94 | 3.850 1.87 | 6.850 3.74 | 9.85 0.94 0.867 0.94 | 3.867 1.87 | 6.867 3.74 | 9.87 0.94 0.883 0.94 | 3.883 1.87 | 6.883 3.74 | 9.88 0.94 0.900 0.94 | 3.900 1.87 | 6.900 3.74 | 9.90 0.94 0.917 0.94 | 3.917 1.87 | 6.917 3.74 | 9.92 0.94 0.933 0.94 | 3.933 1.87 | 6.933 3.74 | 9.93 0.94 0.950 0.94 | 3.950 1.87 | 6.950 3.74 | 9.95 0.94 0.967 0.94 | 3.967 1.87 | 6.967 3.74 | 9.97 0.94 0.983 0.94 | 3.983 1.87 | 6.983 3.74 | 9.98 0.94 1.000 0.94 | 4.000 1.87 | 7.000 3.74 | 10.00 0.94 1.017 0.94 | 4.017 2.81 | 7.017 2.81 | 10.02 0.94 1.033 0.94 | 4.033 2.81 | 7.033 2.81 | 10.03 0.94 1.050 0.94 | 4.050 2.81 | 7.050 2.81 | 10.05 0.94 1.067 0.94 | 4.067 2.81 | 7.067 2.81 | 10.07 0.94 1.083 0.94 | 4.083 2.81 | 7.083 2.81 | 10.08 0.94 1.100 0.94 | 4.100 2.81 | 7.100 2.81 | 10.10 0.94 1.117 0.94 | 4.117 2.81 | 7.117 2.81 | 10.12 0.94 1.133 0.94 | 4.133 2.81 | 7.133 2.81 | 10.13 0.94 1.150 0.94 | 4.150 2.81 | 7.150 2.81 | 10.15 0.94 1.167 0.94 | 4.167 2.81 | 7.167 2.81 | 10.17 0.94 1.183 0.94 | 4.183 2.81 | 7.183 2.81 | 10.18 0.94 1.200 0.94 | 4.200 2.81 | 7.200 2.81 | 10.20 0.94 1.217 0.94 | 4.217 2.81 | 7.217 2.81 | 10.22 0.94 1.233 0.94 | 4.233 2.81 | 7.233 2.81 | 10.23 0.94 1.250 0.94 | 4.250 2.81 | 7.250 2.81 | 10.25 0.94 1.267 0.94 | 4.267 2.81 | 7.267 2.81 | 10.27 0.94 1.283 0.94 | 4.283 2.81 | 7.283 2.81 | 10.28 0.94 1.300 0.94 | 4.300 2.81 | 7.300 2.81 | 10.30 0.94 1.317 0.94 | 4.317 2.81 | 7.317 2.81 | 10.32 0.94 1.333 0.94 | 4.333 2.81 | 7.333 2.81 | 10.33 0.94

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Post-Development 2.400 1.87 | 5.400 5.62 | 8.400 1.87 | 11.40 0.94 2.417 1.87 | 5.417 5.62 | 8.417 1.87 | 11.42 0.94 2.433 1.87 | 5.433 5.62 | 8.433 1.87 | 11.43 0.94 2.450 1.87 | 5.450 5.62 | 8.450 1.87 | 11.45 0.94 2.467 1.87 | 5.467 5.62 | 8.467 1.87 | 11.47 0.94 2.483 1.87 | 5.483 5.62 | 8.483 1.87 | 11.48 0.94 2.500 1.87 | 5.500 5.65 | 8.500 1.87 | 11.50 0.94 2.517 1.87 | 5.517 42.12 | 8.517 1.87 | 11.52 0.94 2.533 1.87 | 5.533 42.12 | 8.533 1.87 | 11.53 0.94 2.550 1.87 | 5.550 42.12 | 8.550 1.87 | 11.55 0.94 2.567 1.87 | 5.567 42.12 | 8.567 1.87 | 11.57 0.94 2.583 1.87 | 5.583 42.12 | 8.583 1.87 | 11.58 0.94 2.600 1.87 | 5.600 42.12 | 8.600 1.87 | 11.60 0.94 2.617 1.87 | 5.617 42.12 | 8.617 1.87 | 11.62 0.94 2.633 1.87 | 5.633 42.12 | 8.633 1.87 | 11.63 0.94 2.650 1.87 | 5.650 42.12 | 8.650 1.87 | 11.65 0.94 2.667 1.87 | 5.667 42.12 | 8.667 1.87 | 11.67 0.94 2.683 1.87 | 5.683 42.12 | 8.683 1.87 | 11.68 0.94 2.700 1.87 | 5.700 42.12 | 8.700 1.87 | 11.70 0.94 2.717 1.87 | 5.717 42.12 | 8.717 1.87 | 11.72 0.94 2.733 1.87 | 5.733 42.12 | 8.733 1.87 | 11.73 0.94 2.750 1.87 | 5.750 42.12 | 8.750 1.87 | 11.75 0.94 2.767 1.87 | 5.767 42.12 | 8.767 1.87 | 11.77 0.94 2.783 1.87 | 5.783 42.12 | 8.783 1.87 | 11.78 0.94 2.800 1.87 | 5.800 42.12 | 8.800 1.87 | 11.80 0.94 2.817 1.87 | 5.817 42.12 | 8.817 1.87 | 11.82 0.94 2.833 1.87 | 5.833 42.12 | 8.833 1.87 | 11.83 0.94 2.850 1.87 | 5.850 42.12 | 8.850 1.87 | 11.85 0.94 2.867 1.87 | 5.867 42.12 | 8.867 1.87 | 11.87 0.94 2.883 1.87 | 5.883 42.12 | 8.883 1.87 | 11.88 0.94 2.900 1.87 | 5.900 42.12 | 8.900 1.87 | 11.90 0.94 2.917 1.87 | 5.917 42.12 | 8.917 1.87 | 11.92 0.94 2.933 1.87 | 5.933 42.12 | 8.933 1.87 | 11.93 0.94 2.950 1.87 | 5.950 42.12 | 8.950 1.87 | 11.95 0.94 2.967 1.87 | 5.967 42.12 | 8.967 1.87 | 11.97 0.94 2.983 1.87 | 5.983 42.12 | 8.983 1.87 | 11.98 0.94 3.000 1.87 | 6.000 42.07 | 9.000 1.87 | 12.00 0.94 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.270 (i) TIME TO PEAK (hrs)= 6.500 RUNOFF VOLUME (mm)= 12.284 TOTAL RAINFALL (mm)= 46.800 RUNOFF COEFFICIENT = 0.262 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.037 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 15.120 TOTAL RAINFALL (mm)= 46.800 RUNOFF COEFFICIENT = 0.323

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Post-Development (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.037 6.00 15.12 + ID2= 2 ( 0201): 16.25 0.270 6.50 12.28 ==================================================== ID = 3 ( 0004): 17.00 0.279 6.50 12.41 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.279 6.50 12.41 OUTFLOW: ID= 1 ( 0002) 17.000 0.107 7.63 11.17 PEAK FLOW REDUCTION [Qout/Qin](%)= 38.46 TIME SHIFT OF PEAK FLOW (min)= 68.00 MAXIMUM STORAGE USED (ha.m.)= 0.0911 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename:

Page 25

Post-DevelopmentC:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\8a0b0db5-5ef6-49fd-b632-7ae1b7f70617\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\8a0b0db5-5ef6-49fd-b632-7ae1b7f70617\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : I) 5yr SCS12HII ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\9fe0606d| Ptotal= 61.20 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.22 | 3.50 2.45 | 6.50 11.02 | 9.50 2.45 1.00 1.22 | 4.00 2.45 | 7.00 4.90 | 10.00 1.22 1.50 1.22 | 4.50 3.67 | 7.50 3.67 | 10.50 1.22 2.00 1.22 | 5.00 4.90 | 8.00 3.67 | 11.00 1.22 2.50 2.45 | 5.50 7.34 | 8.50 2.45 | 11.50 1.22 3.00 2.45 | 6.00 55.08 | 9.00 2.45 | 12.00 1.22 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.22 | 3.017 2.45 | 6.017 11.02 | 9.02 2.45 0.033 1.22 | 3.033 2.45 | 6.033 11.02 | 9.03 2.45 0.050 1.22 | 3.050 2.45 | 6.050 11.02 | 9.05 2.45 0.067 1.22 | 3.067 2.45 | 6.067 11.02 | 9.07 2.45 0.083 1.22 | 3.083 2.45 | 6.083 11.02 | 9.08 2.45 0.100 1.22 | 3.100 2.45 | 6.100 11.02 | 9.10 2.45 0.117 1.22 | 3.117 2.45 | 6.117 11.02 | 9.12 2.45 0.133 1.22 | 3.133 2.45 | 6.133 11.02 | 9.13 2.45 0.150 1.22 | 3.150 2.45 | 6.150 11.02 | 9.15 2.45 0.167 1.22 | 3.167 2.45 | 6.167 11.02 | 9.17 2.45

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Post-Development 2.283 2.45 | 5.283 7.34 | 8.283 2.45 | 11.28 1.22 2.300 2.45 | 5.300 7.34 | 8.300 2.45 | 11.30 1.22 2.317 2.45 | 5.317 7.34 | 8.317 2.45 | 11.32 1.22 2.333 2.45 | 5.333 7.34 | 8.333 2.45 | 11.33 1.22 2.350 2.45 | 5.350 7.34 | 8.350 2.45 | 11.35 1.22 2.367 2.45 | 5.367 7.34 | 8.367 2.45 | 11.37 1.22 2.383 2.45 | 5.383 7.34 | 8.383 2.45 | 11.38 1.22 2.400 2.45 | 5.400 7.34 | 8.400 2.45 | 11.40 1.22 2.417 2.45 | 5.417 7.34 | 8.417 2.45 | 11.42 1.22 2.433 2.45 | 5.433 7.34 | 8.433 2.45 | 11.43 1.22 2.450 2.45 | 5.450 7.34 | 8.450 2.45 | 11.45 1.22 2.467 2.45 | 5.467 7.34 | 8.467 2.45 | 11.47 1.22 2.483 2.45 | 5.483 7.34 | 8.483 2.45 | 11.48 1.22 2.500 2.45 | 5.500 7.39 | 8.500 2.45 | 11.50 1.22 2.517 2.45 | 5.517 55.08 | 8.517 2.45 | 11.52 1.22 2.533 2.45 | 5.533 55.08 | 8.533 2.45 | 11.53 1.22 2.550 2.45 | 5.550 55.08 | 8.550 2.45 | 11.55 1.22 2.567 2.45 | 5.567 55.08 | 8.567 2.45 | 11.57 1.22 2.583 2.45 | 5.583 55.08 | 8.583 2.45 | 11.58 1.22 2.600 2.45 | 5.600 55.08 | 8.600 2.45 | 11.60 1.22 2.617 2.45 | 5.617 55.08 | 8.617 2.45 | 11.62 1.22 2.633 2.45 | 5.633 55.08 | 8.633 2.45 | 11.63 1.22 2.650 2.45 | 5.650 55.08 | 8.650 2.45 | 11.65 1.22 2.667 2.45 | 5.667 55.08 | 8.667 2.45 | 11.67 1.22 2.683 2.45 | 5.683 55.08 | 8.683 2.45 | 11.68 1.22 2.700 2.45 | 5.700 55.08 | 8.700 2.45 | 11.70 1.22 2.717 2.45 | 5.717 55.08 | 8.717 2.45 | 11.72 1.22 2.733 2.45 | 5.733 55.08 | 8.733 2.45 | 11.73 1.22 2.750 2.45 | 5.750 55.08 | 8.750 2.45 | 11.75 1.22 2.767 2.45 | 5.767 55.08 | 8.767 2.45 | 11.77 1.22 2.783 2.45 | 5.783 55.08 | 8.783 2.45 | 11.78 1.22 2.800 2.45 | 5.800 55.08 | 8.800 2.45 | 11.80 1.22 2.817 2.45 | 5.817 55.08 | 8.817 2.45 | 11.82 1.22 2.833 2.45 | 5.833 55.08 | 8.833 2.45 | 11.83 1.22 2.850 2.45 | 5.850 55.08 | 8.850 2.45 | 11.85 1.22 2.867 2.45 | 5.867 55.08 | 8.867 2.45 | 11.87 1.22 2.883 2.45 | 5.883 55.08 | 8.883 2.45 | 11.88 1.22 2.900 2.45 | 5.900 55.08 | 8.900 2.45 | 11.90 1.22 2.917 2.45 | 5.917 55.08 | 8.917 2.45 | 11.92 1.22 2.933 2.45 | 5.933 55.08 | 8.933 2.45 | 11.93 1.22 2.950 2.45 | 5.950 55.08 | 8.950 2.45 | 11.95 1.22 2.967 2.45 | 5.967 55.08 | 8.967 2.45 | 11.97 1.22 2.983 2.45 | 5.983 55.08 | 8.983 2.45 | 11.98 1.22 3.000 2.45 | 6.000 55.02 | 9.000 2.45 | 12.00 1.22 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.466 (i) TIME TO PEAK (hrs)= 6.483 RUNOFF VOLUME (mm)= 20.577 TOTAL RAINFALL (mm)= 61.199 RUNOFF COEFFICIENT = 0.336 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358

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Post-Development PEAK FLOW (cms)= 0.058 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 24.303 TOTAL RAINFALL (mm)= 61.199 RUNOFF COEFFICIENT = 0.397 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.058 6.00 24.30 + ID2= 2 ( 0201): 16.25 0.466 6.48 20.58 ==================================================== ID = 3 ( 0004): 17.00 0.479 6.48 20.74 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.479 6.48 20.74 OUTFLOW: ID= 1 ( 0002) 17.000 0.159 7.73 19.50 PEAK FLOW REDUCTION [Qout/Qin](%)= 33.22 TIME SHIFT OF PEAK FLOW (min)= 75.00 MAXIMUM STORAGE USED (ha.m.)= 0.1625 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved.

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Post-Development ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\8ff74127-c2a1-45d6-b877-60e8563c66c9\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\8ff74127-c2a1-45d6-b877-60e8563c66c9\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : J) 10yr SCS12HII ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\8ad0f160| Ptotal= 70.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.42 | 3.50 2.83 | 6.50 12.74 | 9.50 2.83 1.00 1.42 | 4.00 2.83 | 7.00 5.66 | 10.00 1.42 1.50 1.42 | 4.50 4.25 | 7.50 4.25 | 10.50 1.42 2.00 1.42 | 5.00 5.66 | 8.00 4.25 | 11.00 1.42 2.50 2.83 | 5.50 8.50 | 8.50 2.83 | 11.50 1.42 3.00 2.83 | 6.00 63.72 | 9.00 2.83 | 12.00 1.42 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.42 | 3.017 2.83 | 6.017 12.74 | 9.02 2.83 0.033 1.42 | 3.033 2.83 | 6.033 12.74 | 9.03 2.83 0.050 1.42 | 3.050 2.83 | 6.050 12.74 | 9.05 2.83

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Post-Development 2.167 2.83 | 5.167 8.50 | 8.167 2.83 | 11.17 1.42 2.183 2.83 | 5.183 8.50 | 8.183 2.83 | 11.18 1.42 2.200 2.83 | 5.200 8.50 | 8.200 2.83 | 11.20 1.42 2.217 2.83 | 5.217 8.50 | 8.217 2.83 | 11.22 1.42 2.233 2.83 | 5.233 8.50 | 8.233 2.83 | 11.23 1.42 2.250 2.83 | 5.250 8.50 | 8.250 2.83 | 11.25 1.42 2.267 2.83 | 5.267 8.50 | 8.267 2.83 | 11.27 1.42 2.283 2.83 | 5.283 8.50 | 8.283 2.83 | 11.28 1.42 2.300 2.83 | 5.300 8.50 | 8.300 2.83 | 11.30 1.42 2.317 2.83 | 5.317 8.50 | 8.317 2.83 | 11.32 1.42 2.333 2.83 | 5.333 8.50 | 8.333 2.83 | 11.33 1.42 2.350 2.83 | 5.350 8.50 | 8.350 2.83 | 11.35 1.42 2.367 2.83 | 5.367 8.50 | 8.367 2.83 | 11.37 1.42 2.383 2.83 | 5.383 8.50 | 8.383 2.83 | 11.38 1.42 2.400 2.83 | 5.400 8.50 | 8.400 2.83 | 11.40 1.42 2.417 2.83 | 5.417 8.50 | 8.417 2.83 | 11.42 1.42 2.433 2.83 | 5.433 8.50 | 8.433 2.83 | 11.43 1.42 2.450 2.83 | 5.450 8.50 | 8.450 2.83 | 11.45 1.42 2.467 2.83 | 5.467 8.50 | 8.467 2.83 | 11.47 1.42 2.483 2.83 | 5.483 8.50 | 8.483 2.83 | 11.48 1.42 2.500 2.83 | 5.500 8.55 | 8.500 2.83 | 11.50 1.42 2.517 2.83 | 5.517 63.72 | 8.517 2.83 | 11.52 1.42 2.533 2.83 | 5.533 63.72 | 8.533 2.83 | 11.53 1.42 2.550 2.83 | 5.550 63.72 | 8.550 2.83 | 11.55 1.42 2.567 2.83 | 5.567 63.72 | 8.567 2.83 | 11.57 1.42 2.583 2.83 | 5.583 63.72 | 8.583 2.83 | 11.58 1.42 2.600 2.83 | 5.600 63.72 | 8.600 2.83 | 11.60 1.42 2.617 2.83 | 5.617 63.72 | 8.617 2.83 | 11.62 1.42 2.633 2.83 | 5.633 63.72 | 8.633 2.83 | 11.63 1.42 2.650 2.83 | 5.650 63.72 | 8.650 2.83 | 11.65 1.42 2.667 2.83 | 5.667 63.72 | 8.667 2.83 | 11.67 1.42 2.683 2.83 | 5.683 63.72 | 8.683 2.83 | 11.68 1.42 2.700 2.83 | 5.700 63.72 | 8.700 2.83 | 11.70 1.42 2.717 2.83 | 5.717 63.72 | 8.717 2.83 | 11.72 1.42 2.733 2.83 | 5.733 63.72 | 8.733 2.83 | 11.73 1.42 2.750 2.83 | 5.750 63.72 | 8.750 2.83 | 11.75 1.42 2.767 2.83 | 5.767 63.72 | 8.767 2.83 | 11.77 1.42 2.783 2.83 | 5.783 63.72 | 8.783 2.83 | 11.78 1.42 2.800 2.83 | 5.800 63.72 | 8.800 2.83 | 11.80 1.42 2.817 2.83 | 5.817 63.72 | 8.817 2.83 | 11.82 1.42 2.833 2.83 | 5.833 63.72 | 8.833 2.83 | 11.83 1.42 2.850 2.83 | 5.850 63.72 | 8.850 2.83 | 11.85 1.42 2.867 2.83 | 5.867 63.72 | 8.867 2.83 | 11.87 1.42 2.883 2.83 | 5.883 63.72 | 8.883 2.83 | 11.88 1.42 2.900 2.83 | 5.900 63.72 | 8.900 2.83 | 11.90 1.42 2.917 2.83 | 5.917 63.72 | 8.917 2.83 | 11.92 1.42 2.933 2.83 | 5.933 63.72 | 8.933 2.83 | 11.93 1.42 2.950 2.83 | 5.950 63.72 | 8.950 2.83 | 11.95 1.42 2.967 2.83 | 5.967 63.72 | 8.967 2.83 | 11.97 1.42 2.983 2.83 | 5.983 63.72 | 8.983 2.83 | 11.98 1.42 3.000 2.83 | 6.000 63.65 | 9.000 2.83 | 12.00 1.42 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.612 (i) TIME TO PEAK (hrs)= 6.467 RUNOFF VOLUME (mm)= 26.758 TOTAL RAINFALL (mm)= 70.799 RUNOFF COEFFICIENT = 0.378 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. -------------------------------------------------------------------------------

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Post-Development--------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.074 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 31.023 TOTAL RAINFALL (mm)= 70.799 RUNOFF COEFFICIENT = 0.438 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.074 6.00 31.02 + ID2= 2 ( 0201): 16.25 0.612 6.47 26.76 ==================================================== ID = 3 ( 0004): 17.00 0.629 6.47 26.95 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.629 6.47 26.95 OUTFLOW: ID= 1 ( 0002) 17.000 0.291 7.37 25.70 PEAK FLOW REDUCTION [Qout/Qin](%)= 46.31 TIME SHIFT OF PEAK FLOW (min)= 54.00 MAXIMUM STORAGE USED (ha.m.)= 0.2033 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM

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Post-Development O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\67a51c86-8eee-4c3c-a5c4-86358936d33f\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\67a51c86-8eee-4c3c-a5c4-86358936d33f\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : K) 25yr SCS12HII ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\90bc91c4| Ptotal= 82.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.66 | 3.50 3.31 | 6.50 14.90 | 9.50 3.31 1.00 1.66 | 4.00 3.31 | 7.00 6.62 | 10.00 1.66 1.50 1.66 | 4.50 4.97 | 7.50 4.97 | 10.50 1.66 2.00 1.66 | 5.00 6.62 | 8.00 4.97 | 11.00 1.66 2.50 3.31 | 5.50 9.94 | 8.50 3.31 | 11.50 1.66 3.00 3.31 | 6.00 74.52 | 9.00 3.31 | 12.00 1.66 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

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Post-Development ---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.66 | 3.017 3.31 | 6.017 14.90 | 9.02 3.31 0.033 1.66 | 3.033 3.31 | 6.033 14.90 | 9.03 3.31 0.050 1.66 | 3.050 3.31 | 6.050 14.90 | 9.05 3.31 0.067 1.66 | 3.067 3.31 | 6.067 14.90 | 9.07 3.31 0.083 1.66 | 3.083 3.31 | 6.083 14.90 | 9.08 3.31 0.100 1.66 | 3.100 3.31 | 6.100 14.90 | 9.10 3.31 0.117 1.66 | 3.117 3.31 | 6.117 14.90 | 9.12 3.31 0.133 1.66 | 3.133 3.31 | 6.133 14.90 | 9.13 3.31 0.150 1.66 | 3.150 3.31 | 6.150 14.90 | 9.15 3.31 0.167 1.66 | 3.167 3.31 | 6.167 14.90 | 9.17 3.31 0.183 1.66 | 3.183 3.31 | 6.183 14.90 | 9.18 3.31 0.200 1.66 | 3.200 3.31 | 6.200 14.90 | 9.20 3.31 0.217 1.66 | 3.217 3.31 | 6.217 14.90 | 9.22 3.31 0.233 1.66 | 3.233 3.31 | 6.233 14.90 | 9.23 3.31 0.250 1.66 | 3.250 3.31 | 6.250 14.90 | 9.25 3.31 0.267 1.66 | 3.267 3.31 | 6.267 14.90 | 9.27 3.31 0.283 1.66 | 3.283 3.31 | 6.283 14.90 | 9.28 3.31 0.300 1.66 | 3.300 3.31 | 6.300 14.90 | 9.30 3.31 0.317 1.66 | 3.317 3.31 | 6.317 14.90 | 9.32 3.31 0.333 1.66 | 3.333 3.31 | 6.333 14.90 | 9.33 3.31 0.350 1.66 | 3.350 3.31 | 6.350 14.90 | 9.35 3.31 0.367 1.66 | 3.367 3.31 | 6.367 14.90 | 9.37 3.31 0.383 1.66 | 3.383 3.31 | 6.383 14.90 | 9.38 3.31 0.400 1.66 | 3.400 3.31 | 6.400 14.90 | 9.40 3.31 0.417 1.66 | 3.417 3.31 | 6.417 14.90 | 9.42 3.31 0.433 1.66 | 3.433 3.31 | 6.433 14.90 | 9.43 3.31 0.450 1.66 | 3.450 3.31 | 6.450 14.90 | 9.45 3.31 0.467 1.66 | 3.467 3.31 | 6.467 14.90 | 9.47 3.31 0.483 1.66 | 3.483 3.31 | 6.483 14.90 | 9.48 3.31 0.500 1.66 | 3.500 3.31 | 6.500 14.89 | 9.50 3.31 0.517 1.66 | 3.517 3.31 | 6.517 6.62 | 9.52 1.66 0.533 1.66 | 3.533 3.31 | 6.533 6.62 | 9.53 1.66 0.550 1.66 | 3.550 3.31 | 6.550 6.62 | 9.55 1.66 0.567 1.66 | 3.567 3.31 | 6.567 6.62 | 9.57 1.66 0.583 1.66 | 3.583 3.31 | 6.583 6.62 | 9.58 1.66 0.600 1.66 | 3.600 3.31 | 6.600 6.62 | 9.60 1.66 0.617 1.66 | 3.617 3.31 | 6.617 6.62 | 9.62 1.66 0.633 1.66 | 3.633 3.31 | 6.633 6.62 | 9.63 1.66 0.650 1.66 | 3.650 3.31 | 6.650 6.62 | 9.65 1.66 0.667 1.66 | 3.667 3.31 | 6.667 6.62 | 9.67 1.66 0.683 1.66 | 3.683 3.31 | 6.683 6.62 | 9.68 1.66 0.700 1.66 | 3.700 3.31 | 6.700 6.62 | 9.70 1.66 0.717 1.66 | 3.717 3.31 | 6.717 6.62 | 9.72 1.66 0.733 1.66 | 3.733 3.31 | 6.733 6.62 | 9.73 1.66 0.750 1.66 | 3.750 3.31 | 6.750 6.62 | 9.75 1.66 0.767 1.66 | 3.767 3.31 | 6.767 6.62 | 9.77 1.66 0.783 1.66 | 3.783 3.31 | 6.783 6.62 | 9.78 1.66 0.800 1.66 | 3.800 3.31 | 6.800 6.62 | 9.80 1.66 0.817 1.66 | 3.817 3.31 | 6.817 6.62 | 9.82 1.66 0.833 1.66 | 3.833 3.31 | 6.833 6.62 | 9.83 1.66 0.850 1.66 | 3.850 3.31 | 6.850 6.62 | 9.85 1.66 0.867 1.66 | 3.867 3.31 | 6.867 6.62 | 9.87 1.66 0.883 1.66 | 3.883 3.31 | 6.883 6.62 | 9.88 1.66 0.900 1.66 | 3.900 3.31 | 6.900 6.62 | 9.90 1.66 0.917 1.66 | 3.917 3.31 | 6.917 6.62 | 9.92 1.66 0.933 1.66 | 3.933 3.31 | 6.933 6.62 | 9.93 1.66 0.950 1.66 | 3.950 3.31 | 6.950 6.62 | 9.95 1.66 0.967 1.66 | 3.967 3.31 | 6.967 6.62 | 9.97 1.66 0.983 1.66 | 3.983 3.31 | 6.983 6.62 | 9.98 1.66

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Post-Development 2.050 3.31 | 5.050 9.94 | 8.050 3.31 | 11.05 1.66 2.067 3.31 | 5.067 9.94 | 8.067 3.31 | 11.07 1.66 2.083 3.31 | 5.083 9.94 | 8.083 3.31 | 11.08 1.66 2.100 3.31 | 5.100 9.94 | 8.100 3.31 | 11.10 1.66 2.117 3.31 | 5.117 9.94 | 8.117 3.31 | 11.12 1.66 2.133 3.31 | 5.133 9.94 | 8.133 3.31 | 11.13 1.66 2.150 3.31 | 5.150 9.94 | 8.150 3.31 | 11.15 1.66 2.167 3.31 | 5.167 9.94 | 8.167 3.31 | 11.17 1.66 2.183 3.31 | 5.183 9.94 | 8.183 3.31 | 11.18 1.66 2.200 3.31 | 5.200 9.94 | 8.200 3.31 | 11.20 1.66 2.217 3.31 | 5.217 9.94 | 8.217 3.31 | 11.22 1.66 2.233 3.31 | 5.233 9.94 | 8.233 3.31 | 11.23 1.66 2.250 3.31 | 5.250 9.94 | 8.250 3.31 | 11.25 1.66 2.267 3.31 | 5.267 9.94 | 8.267 3.31 | 11.27 1.66 2.283 3.31 | 5.283 9.94 | 8.283 3.31 | 11.28 1.66 2.300 3.31 | 5.300 9.94 | 8.300 3.31 | 11.30 1.66 2.317 3.31 | 5.317 9.94 | 8.317 3.31 | 11.32 1.66 2.333 3.31 | 5.333 9.94 | 8.333 3.31 | 11.33 1.66 2.350 3.31 | 5.350 9.94 | 8.350 3.31 | 11.35 1.66 2.367 3.31 | 5.367 9.94 | 8.367 3.31 | 11.37 1.66 2.383 3.31 | 5.383 9.94 | 8.383 3.31 | 11.38 1.66 2.400 3.31 | 5.400 9.94 | 8.400 3.31 | 11.40 1.66 2.417 3.31 | 5.417 9.94 | 8.417 3.31 | 11.42 1.66 2.433 3.31 | 5.433 9.94 | 8.433 3.31 | 11.43 1.66 2.450 3.31 | 5.450 9.94 | 8.450 3.31 | 11.45 1.66 2.467 3.31 | 5.467 9.94 | 8.467 3.31 | 11.47 1.66 2.483 3.31 | 5.483 9.94 | 8.483 3.31 | 11.48 1.66 2.500 3.31 | 5.500 10.00 | 8.500 3.31 | 11.50 1.66 2.517 3.31 | 5.517 74.52 | 8.517 3.31 | 11.52 1.66 2.533 3.31 | 5.533 74.52 | 8.533 3.31 | 11.53 1.66 2.550 3.31 | 5.550 74.52 | 8.550 3.31 | 11.55 1.66 2.567 3.31 | 5.567 74.52 | 8.567 3.31 | 11.57 1.66 2.583 3.31 | 5.583 74.52 | 8.583 3.31 | 11.58 1.66 2.600 3.31 | 5.600 74.52 | 8.600 3.31 | 11.60 1.66 2.617 3.31 | 5.617 74.52 | 8.617 3.31 | 11.62 1.66 2.633 3.31 | 5.633 74.52 | 8.633 3.31 | 11.63 1.66 2.650 3.31 | 5.650 74.52 | 8.650 3.31 | 11.65 1.66 2.667 3.31 | 5.667 74.52 | 8.667 3.31 | 11.67 1.66 2.683 3.31 | 5.683 74.52 | 8.683 3.31 | 11.68 1.66 2.700 3.31 | 5.700 74.52 | 8.700 3.31 | 11.70 1.66 2.717 3.31 | 5.717 74.52 | 8.717 3.31 | 11.72 1.66 2.733 3.31 | 5.733 74.52 | 8.733 3.31 | 11.73 1.66 2.750 3.31 | 5.750 74.52 | 8.750 3.31 | 11.75 1.66 2.767 3.31 | 5.767 74.52 | 8.767 3.31 | 11.77 1.66 2.783 3.31 | 5.783 74.52 | 8.783 3.31 | 11.78 1.66 2.800 3.31 | 5.800 74.52 | 8.800 3.31 | 11.80 1.66 2.817 3.31 | 5.817 74.52 | 8.817 3.31 | 11.82 1.66 2.833 3.31 | 5.833 74.52 | 8.833 3.31 | 11.83 1.66 2.850 3.31 | 5.850 74.52 | 8.850 3.31 | 11.85 1.66 2.867 3.31 | 5.867 74.52 | 8.867 3.31 | 11.87 1.66 2.883 3.31 | 5.883 74.52 | 8.883 3.31 | 11.88 1.66 2.900 3.31 | 5.900 74.52 | 8.900 3.31 | 11.90 1.66 2.917 3.31 | 5.917 74.52 | 8.917 3.31 | 11.92 1.66 2.933 3.31 | 5.933 74.52 | 8.933 3.31 | 11.93 1.66 2.950 3.31 | 5.950 74.52 | 8.950 3.31 | 11.95 1.66 2.967 3.31 | 5.967 74.52 | 8.967 3.31 | 11.97 1.66 2.983 3.31 | 5.983 74.52 | 8.983 3.31 | 11.98 1.66 3.000 3.31 | 6.000 74.44 | 9.000 3.31 | 12.00 1.66 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.810 (i) TIME TO PEAK (hrs)= 6.450

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Post-Development RUNOFF VOLUME (mm)= 35.054 TOTAL RAINFALL (mm)= 82.799 RUNOFF COEFFICIENT = 0.423 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.095 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 39.936 TOTAL RAINFALL (mm)= 82.799 RUNOFF COEFFICIENT = 0.482 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.095 6.00 39.94 + ID2= 2 ( 0201): 16.25 0.810 6.45 35.05 ==================================================== ID = 3 ( 0004): 17.00 0.832 6.45 35.27 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.832 6.45 35.27 OUTFLOW: ID= 1 ( 0002) 17.000 0.575 7.00 34.03 PEAK FLOW REDUCTION [Qout/Qin](%)= 69.13 TIME SHIFT OF PEAK FLOW (min)= 33.00 MAXIMUM STORAGE USED (ha.m.)= 0.2238 -------------------------------------------------------------------------------===========================================================================================================

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Post-Development V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\f442a543-75ff-467a-ba37-bd1ea1405290\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\f442a543-75ff-467a-ba37-bd1ea1405290\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : L) 50yr SCS12HII ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\9585bae9| Ptotal= 92.40 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 1.85 | 3.50 3.70 | 6.50 16.63 | 9.50 3.70 1.00 1.85 | 4.00 3.70 | 7.00 7.39 | 10.00 1.85 1.50 1.85 | 4.50 5.54 | 7.50 5.54 | 10.50 1.85 2.00 1.85 | 5.00 7.39 | 8.00 5.54 | 11.00 1.85 2.50 3.70 | 5.50 11.09 | 8.50 3.70 | 11.50 1.85 3.00 3.70 | 6.00 83.16 | 9.00 3.70 | 12.00 1.85 ---------------------------------------------------------------------------------------------------

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Post-Development| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 1.85 | 3.017 3.70 | 6.017 16.63 | 9.02 3.70 0.033 1.85 | 3.033 3.70 | 6.033 16.63 | 9.03 3.70 0.050 1.85 | 3.050 3.70 | 6.050 16.63 | 9.05 3.70 0.067 1.85 | 3.067 3.70 | 6.067 16.63 | 9.07 3.70 0.083 1.85 | 3.083 3.70 | 6.083 16.63 | 9.08 3.70 0.100 1.85 | 3.100 3.70 | 6.100 16.63 | 9.10 3.70 0.117 1.85 | 3.117 3.70 | 6.117 16.63 | 9.12 3.70 0.133 1.85 | 3.133 3.70 | 6.133 16.63 | 9.13 3.70 0.150 1.85 | 3.150 3.70 | 6.150 16.63 | 9.15 3.70 0.167 1.85 | 3.167 3.70 | 6.167 16.63 | 9.17 3.70 0.183 1.85 | 3.183 3.70 | 6.183 16.63 | 9.18 3.70 0.200 1.85 | 3.200 3.70 | 6.200 16.63 | 9.20 3.70 0.217 1.85 | 3.217 3.70 | 6.217 16.63 | 9.22 3.70 0.233 1.85 | 3.233 3.70 | 6.233 16.63 | 9.23 3.70 0.250 1.85 | 3.250 3.70 | 6.250 16.63 | 9.25 3.70 0.267 1.85 | 3.267 3.70 | 6.267 16.63 | 9.27 3.70 0.283 1.85 | 3.283 3.70 | 6.283 16.63 | 9.28 3.70 0.300 1.85 | 3.300 3.70 | 6.300 16.63 | 9.30 3.70 0.317 1.85 | 3.317 3.70 | 6.317 16.63 | 9.32 3.70 0.333 1.85 | 3.333 3.70 | 6.333 16.63 | 9.33 3.70 0.350 1.85 | 3.350 3.70 | 6.350 16.63 | 9.35 3.70 0.367 1.85 | 3.367 3.70 | 6.367 16.63 | 9.37 3.70 0.383 1.85 | 3.383 3.70 | 6.383 16.63 | 9.38 3.70 0.400 1.85 | 3.400 3.70 | 6.400 16.63 | 9.40 3.70 0.417 1.85 | 3.417 3.70 | 6.417 16.63 | 9.42 3.70 0.433 1.85 | 3.433 3.70 | 6.433 16.63 | 9.43 3.70 0.450 1.85 | 3.450 3.70 | 6.450 16.63 | 9.45 3.70 0.467 1.85 | 3.467 3.70 | 6.467 16.63 | 9.47 3.70 0.483 1.85 | 3.483 3.70 | 6.483 16.63 | 9.48 3.70 0.500 1.85 | 3.500 3.70 | 6.500 16.62 | 9.50 3.69 0.517 1.85 | 3.517 3.70 | 6.517 7.39 | 9.52 1.85 0.533 1.85 | 3.533 3.70 | 6.533 7.39 | 9.53 1.85 0.550 1.85 | 3.550 3.70 | 6.550 7.39 | 9.55 1.85 0.567 1.85 | 3.567 3.70 | 6.567 7.39 | 9.57 1.85 0.583 1.85 | 3.583 3.70 | 6.583 7.39 | 9.58 1.85 0.600 1.85 | 3.600 3.70 | 6.600 7.39 | 9.60 1.85 0.617 1.85 | 3.617 3.70 | 6.617 7.39 | 9.62 1.85 0.633 1.85 | 3.633 3.70 | 6.633 7.39 | 9.63 1.85 0.650 1.85 | 3.650 3.70 | 6.650 7.39 | 9.65 1.85 0.667 1.85 | 3.667 3.70 | 6.667 7.39 | 9.67 1.85 0.683 1.85 | 3.683 3.70 | 6.683 7.39 | 9.68 1.85 0.700 1.85 | 3.700 3.70 | 6.700 7.39 | 9.70 1.85 0.717 1.85 | 3.717 3.70 | 6.717 7.39 | 9.72 1.85 0.733 1.85 | 3.733 3.70 | 6.733 7.39 | 9.73 1.85 0.750 1.85 | 3.750 3.70 | 6.750 7.39 | 9.75 1.85 0.767 1.85 | 3.767 3.70 | 6.767 7.39 | 9.77 1.85 0.783 1.85 | 3.783 3.70 | 6.783 7.39 | 9.78 1.85 0.800 1.85 | 3.800 3.70 | 6.800 7.39 | 9.80 1.85 0.817 1.85 | 3.817 3.70 | 6.817 7.39 | 9.82 1.85 0.833 1.85 | 3.833 3.70 | 6.833 7.39 | 9.83 1.85 0.850 1.85 | 3.850 3.70 | 6.850 7.39 | 9.85 1.85 0.867 1.85 | 3.867 3.70 | 6.867 7.39 | 9.87 1.85

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Post-Development 2.983 3.70 | 5.983 83.16 | 8.983 3.70 | 11.98 1.85 3.000 3.70 | 6.000 83.07 | 9.000 3.70 | 12.00 1.85 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.978 (i) TIME TO PEAK (hrs)= 6.450 RUNOFF VOLUME (mm)= 42.065 TOTAL RAINFALL (mm)= 92.399 RUNOFF COEFFICIENT = 0.455 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.112 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 47.397 TOTAL RAINFALL (mm)= 92.399 RUNOFF COEFFICIENT = 0.513 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.112 6.00 47.40 + ID2= 2 ( 0201): 16.25 0.978 6.45 42.06 ==================================================== ID = 3 ( 0004): 17.00 1.003 6.45 42.30 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 1.003 6.45 42.30 OUTFLOW: ID= 1 ( 0002) 17.000 0.808 6.83 41.06 PEAK FLOW REDUCTION [Qout/Qin](%)= 80.59

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Post-Development TIME SHIFT OF PEAK FLOW (min)= 23.00 MAXIMUM STORAGE USED (ha.m.)= 0.2354 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\fa2c7200-9728-4465-a9fb-e0ff061bc6df\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\fa2c7200-9728-4465-a9fb-e0ff061bc6df\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : M) 100yr SCS12HII ** ************************************************ --------------------| MASS STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\c4a59be8| Ptotal=100.80 mm | Comments: SCS 12 HOUR TYPE II STORM DISTRIBUTION -------------------- Duration of storm = 12.00 hrs Mass curve time step = 30.00 min TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.50 2.02 | 3.50 4.03 | 6.50 18.14 | 9.50 4.03 1.00 2.02 | 4.00 4.03 | 7.00 8.06 | 10.00 2.02

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Post-Development 1.50 2.02 | 4.50 6.05 | 7.50 6.05 | 10.50 2.02 2.00 2.02 | 5.00 8.06 | 8.00 6.05 | 11.00 2.02 2.50 4.03 | 5.50 12.10 | 8.50 4.03 | 11.50 2.02 3.00 4.03 | 6.00 90.72 | 9.00 4.03 | 12.00 2.02 ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0201)| Area (ha)= 16.25 Curve Number (CN)= 74.6|ID= 1 DT= 1.0 min | Ia (mm)= 7.49 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.55 NOTE: RAINFALL WAS TRANSFORMED TO 1.0 MIN. TIME STEP.

---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 2.02 | 3.017 4.03 | 6.017 18.14 | 9.02 4.03 0.033 2.02 | 3.033 4.03 | 6.033 18.14 | 9.03 4.03 0.050 2.02 | 3.050 4.03 | 6.050 18.14 | 9.05 4.03 0.067 2.02 | 3.067 4.03 | 6.067 18.14 | 9.07 4.03 0.083 2.02 | 3.083 4.03 | 6.083 18.14 | 9.08 4.03 0.100 2.02 | 3.100 4.03 | 6.100 18.14 | 9.10 4.03 0.117 2.02 | 3.117 4.03 | 6.117 18.14 | 9.12 4.03 0.133 2.02 | 3.133 4.03 | 6.133 18.14 | 9.13 4.03 0.150 2.02 | 3.150 4.03 | 6.150 18.14 | 9.15 4.03 0.167 2.02 | 3.167 4.03 | 6.167 18.14 | 9.17 4.03 0.183 2.02 | 3.183 4.03 | 6.183 18.14 | 9.18 4.03 0.200 2.02 | 3.200 4.03 | 6.200 18.14 | 9.20 4.03 0.217 2.02 | 3.217 4.03 | 6.217 18.14 | 9.22 4.03 0.233 2.02 | 3.233 4.03 | 6.233 18.14 | 9.23 4.03 0.250 2.02 | 3.250 4.03 | 6.250 18.14 | 9.25 4.03 0.267 2.02 | 3.267 4.03 | 6.267 18.14 | 9.27 4.03 0.283 2.02 | 3.283 4.03 | 6.283 18.14 | 9.28 4.03 0.300 2.02 | 3.300 4.03 | 6.300 18.14 | 9.30 4.03 0.317 2.02 | 3.317 4.03 | 6.317 18.14 | 9.32 4.03 0.333 2.02 | 3.333 4.03 | 6.333 18.14 | 9.33 4.03 0.350 2.02 | 3.350 4.03 | 6.350 18.14 | 9.35 4.03 0.367 2.02 | 3.367 4.03 | 6.367 18.14 | 9.37 4.03 0.383 2.02 | 3.383 4.03 | 6.383 18.14 | 9.38 4.03 0.400 2.02 | 3.400 4.03 | 6.400 18.14 | 9.40 4.03 0.417 2.02 | 3.417 4.03 | 6.417 18.14 | 9.42 4.03 0.433 2.02 | 3.433 4.03 | 6.433 18.14 | 9.43 4.03 0.450 2.02 | 3.450 4.03 | 6.450 18.14 | 9.45 4.03 0.467 2.02 | 3.467 4.03 | 6.467 18.14 | 9.47 4.03 0.483 2.02 | 3.483 4.03 | 6.483 18.14 | 9.48 4.03 0.500 2.02 | 3.500 4.03 | 6.500 18.13 | 9.50 4.03 0.517 2.02 | 3.517 4.03 | 6.517 8.06 | 9.52 2.02 0.533 2.02 | 3.533 4.03 | 6.533 8.06 | 9.53 2.02 0.550 2.02 | 3.550 4.03 | 6.550 8.06 | 9.55 2.02 0.567 2.02 | 3.567 4.03 | 6.567 8.06 | 9.57 2.02 0.583 2.02 | 3.583 4.03 | 6.583 8.06 | 9.58 2.02 0.600 2.02 | 3.600 4.03 | 6.600 8.06 | 9.60 2.02 0.617 2.02 | 3.617 4.03 | 6.617 8.06 | 9.62 2.02 0.633 2.02 | 3.633 4.03 | 6.633 8.06 | 9.63 2.02 0.650 2.02 | 3.650 4.03 | 6.650 8.06 | 9.65 2.02 0.667 2.02 | 3.667 4.03 | 6.667 8.06 | 9.67 2.02 0.683 2.02 | 3.683 4.03 | 6.683 8.06 | 9.68 2.02 0.700 2.02 | 3.700 4.03 | 6.700 8.06 | 9.70 2.02 0.717 2.02 | 3.717 4.03 | 6.717 8.06 | 9.72 2.02 0.733 2.02 | 3.733 4.03 | 6.733 8.06 | 9.73 2.02 0.750 2.02 | 3.750 4.03 | 6.750 8.06 | 9.75 2.02

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Post-Development 2.867 4.03 | 5.867 90.72 | 8.867 4.03 | 11.87 2.02 2.883 4.03 | 5.883 90.72 | 8.883 4.03 | 11.88 2.02 2.900 4.03 | 5.900 90.72 | 8.900 4.03 | 11.90 2.02 2.917 4.03 | 5.917 90.72 | 8.917 4.03 | 11.92 2.02 2.933 4.03 | 5.933 90.72 | 8.933 4.03 | 11.93 2.02 2.950 4.03 | 5.950 90.72 | 8.950 4.03 | 11.95 2.02 2.967 4.03 | 5.967 90.72 | 8.967 4.03 | 11.97 2.02 2.983 4.03 | 5.983 90.72 | 8.983 4.03 | 11.98 2.02 3.000 4.03 | 6.000 90.62 | 9.000 4.03 | 12.00 2.02 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 1.131 (i) TIME TO PEAK (hrs)= 6.433 RUNOFF VOLUME (mm)= 48.426 TOTAL RAINFALL (mm)= 100.799 RUNOFF COEFFICIENT = 0.480 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.127 (i) TIME TO PEAK (hrs)= 6.000 RUNOFF VOLUME (mm)= 54.124 TOTAL RAINFALL (mm)= 100.799 RUNOFF COEFFICIENT = 0.537 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.127 6.00 54.12 + ID2= 2 ( 0201): 16.25 1.131 6.43 48.43 ==================================================== ID = 3 ( 0004): 17.00 1.159 6.43 48.68 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000

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Post-Development AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 1.159 6.43 48.68 OUTFLOW: ID= 1 ( 0002) 17.000 1.004 6.75 47.43 PEAK FLOW REDUCTION [Qout/Qin](%)= 86.64 TIME SHIFT OF PEAK FLOW (min)= 19.00 MAXIMUM STORAGE USED (ha.m.)= 0.2437 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\09c7318a-38ac-4ac4-93fc-2943613b23ad\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\09c7318a-38ac-4ac4-93fc-2943613b23ad\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : N) Hazel ** ************************************************ --------------------| READ STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\c7a3c272| Ptotal=212.00 mm | Comments: Hazel

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Post-Development-------------------- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 1.00 6.00 | 4.00 13.00 | 7.00 23.00 | 10.00 53.00 2.00 4.00 | 5.00 17.00 | 8.00 13.00 | 11.00 38.00 3.00 6.00 | 6.00 13.00 | 9.00 13.00 | 12.00 13.00 -------------------------------------------------------------------------------


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 6.00 | 3.017 13.00 | 6.017 23.00 | 9.02 53.00 0.033 6.00 | 3.033 13.00 | 6.033 23.00 | 9.03 53.00 0.050 6.00 | 3.050 13.00 | 6.050 23.00 | 9.05 53.00 0.067 6.00 | 3.067 13.00 | 6.067 23.00 | 9.07 53.00 0.083 6.00 | 3.083 13.00 | 6.083 23.00 | 9.08 53.00 0.100 6.00 | 3.100 13.00 | 6.100 23.00 | 9.10 53.00 0.117 6.00 | 3.117 13.00 | 6.117 23.00 | 9.12 53.00 0.133 6.00 | 3.133 13.00 | 6.133 23.00 | 9.13 53.00 0.150 6.00 | 3.150 13.00 | 6.150 23.00 | 9.15 53.00 0.167 6.00 | 3.167 13.00 | 6.167 23.00 | 9.17 53.00 0.183 6.00 | 3.183 13.00 | 6.183 23.00 | 9.18 53.00 0.200 6.00 | 3.200 13.00 | 6.200 23.00 | 9.20 53.00 0.217 6.00 | 3.217 13.00 | 6.217 23.00 | 9.22 53.00 0.233 6.00 | 3.233 13.00 | 6.233 23.00 | 9.23 53.00 0.250 6.00 | 3.250 13.00 | 6.250 23.00 | 9.25 53.00 0.267 6.00 | 3.267 13.00 | 6.267 23.00 | 9.27 53.00 0.283 6.00 | 3.283 13.00 | 6.283 23.00 | 9.28 53.00 0.300 6.00 | 3.300 13.00 | 6.300 23.00 | 9.30 53.00 0.317 6.00 | 3.317 13.00 | 6.317 23.00 | 9.32 53.00 0.333 6.00 | 3.333 13.00 | 6.333 23.00 | 9.33 53.00 0.350 6.00 | 3.350 13.00 | 6.350 23.00 | 9.35 53.00 0.367 6.00 | 3.367 13.00 | 6.367 23.00 | 9.37 53.00 0.383 6.00 | 3.383 13.00 | 6.383 23.00 | 9.38 53.00 0.400 6.00 | 3.400 13.00 | 6.400 23.00 | 9.40 53.00 0.417 6.00 | 3.417 13.00 | 6.417 23.00 | 9.42 53.00 0.433 6.00 | 3.433 13.00 | 6.433 23.00 | 9.43 53.00 0.450 6.00 | 3.450 13.00 | 6.450 23.00 | 9.45 53.00 0.467 6.00 | 3.467 13.00 | 6.467 23.00 | 9.47 53.00 0.483 6.00 | 3.483 13.00 | 6.483 23.00 | 9.48 53.00 0.500 6.00 | 3.500 13.00 | 6.500 23.00 | 9.50 53.00 0.517 6.00 | 3.517 13.00 | 6.517 23.00 | 9.52 53.00 0.533 6.00 | 3.533 13.00 | 6.533 23.00 | 9.53 53.00 0.550 6.00 | 3.550 13.00 | 6.550 23.00 | 9.55 53.00 0.567 6.00 | 3.567 13.00 | 6.567 23.00 | 9.57 53.00 0.583 6.00 | 3.583 13.00 | 6.583 23.00 | 9.58 53.00 0.600 6.00 | 3.600 13.00 | 6.600 23.00 | 9.60 53.00 0.617 6.00 | 3.617 13.00 | 6.617 23.00 | 9.62 53.00 0.633 6.00 | 3.633 13.00 | 6.633 23.00 | 9.63 53.00 0.650 6.00 | 3.650 13.00 | 6.650 23.00 | 9.65 53.00 0.667 6.00 | 3.667 13.00 | 6.667 23.00 | 9.67 53.00 0.683 6.00 | 3.683 13.00 | 6.683 23.00 | 9.68 53.00 0.700 6.00 | 3.700 13.00 | 6.700 23.00 | 9.70 53.00

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Post-Development 2.817 6.00 | 5.817 13.00 | 8.817 13.00 | 11.82 13.00 2.833 6.00 | 5.833 13.00 | 8.833 13.00 | 11.83 13.00 2.850 6.00 | 5.850 13.00 | 8.850 13.00 | 11.85 13.00 2.867 6.00 | 5.867 13.00 | 8.867 13.00 | 11.87 13.00 2.883 6.00 | 5.883 13.00 | 8.883 13.00 | 11.88 13.00 2.900 6.00 | 5.900 13.00 | 8.900 13.00 | 11.90 13.00 2.917 6.00 | 5.917 13.00 | 8.917 13.00 | 11.92 13.00 2.933 6.00 | 5.933 13.00 | 8.933 13.00 | 11.93 13.00 2.950 6.00 | 5.950 13.00 | 8.950 13.00 | 11.95 13.00 2.967 6.00 | 5.967 13.00 | 8.967 13.00 | 11.97 13.00 2.983 6.00 | 5.983 13.00 | 8.983 13.00 | 11.98 13.00 3.000 6.00 | 6.000 13.01 | 9.000 13.08 | 12.00 13.00 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 1.738 (i) TIME TO PEAK (hrs)= 10.400 RUNOFF VOLUME (mm)= 143.731 TOTAL RAINFALL (mm)= 212.001 RUNOFF COEFFICIENT = 0.678 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.098 (i) TIME TO PEAK (hrs)= 10.000 RUNOFF VOLUME (mm)= 152.609 TOTAL RAINFALL (mm)= 212.001 RUNOFF COEFFICIENT = 0.720 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.098 10.00 152.61 + ID2= 2 ( 0201): 16.25 1.738 10.40 143.73 ==================================================== ID = 3 ( 0004): 17.00 1.810 10.42 144.12 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080

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Post-Development 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 **** WARNING : STORAGE-DISCHARGE TABLE WAS EXCEEDED. AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 1.810 10.42 144.12 OUTFLOW: ID= 1 ( 0002) 17.000 1.798 10.55 142.88 PEAK FLOW REDUCTION [Qout/Qin](%)= 99.32 TIME SHIFT OF PEAK FLOW (min)= 8.00 MAXIMUM STORAGE USED (ha.m.)= 0.2771 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\22461895-a5d1-42e8-91bd-97efa32028c1\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\22461895-a5d1-42e8-91bd-97efa32028c1\scen

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : O) tim ** ************************************************ --------------------

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Post-Development| READ STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\196041f2| Ptotal=193.00 mm | Comments: tim -------------------- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 1.00 15.00 | 4.00 3.00 | 7.00 43.00 | 10.00 13.00 2.00 20.00 | 5.00 5.00 | 8.00 20.00 | 11.00 13.00 3.00 10.00 | 6.00 20.00 | 9.00 23.00 | 12.00 8.00 -------------------------------------------------------------------------------


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 15.00 | 3.017 3.00 | 6.017 43.00 | 9.02 13.00 0.033 15.00 | 3.033 3.00 | 6.033 43.00 | 9.03 13.00 0.050 15.00 | 3.050 3.00 | 6.050 43.00 | 9.05 13.00 0.067 15.00 | 3.067 3.00 | 6.067 43.00 | 9.07 13.00 0.083 15.00 | 3.083 3.00 | 6.083 43.00 | 9.08 13.00 0.100 15.00 | 3.100 3.00 | 6.100 43.00 | 9.10 13.00 0.117 15.00 | 3.117 3.00 | 6.117 43.00 | 9.12 13.00 0.133 15.00 | 3.133 3.00 | 6.133 43.00 | 9.13 13.00 0.150 15.00 | 3.150 3.00 | 6.150 43.00 | 9.15 13.00 0.167 15.00 | 3.167 3.00 | 6.167 43.00 | 9.17 13.00 0.183 15.00 | 3.183 3.00 | 6.183 43.00 | 9.18 13.00 0.200 15.00 | 3.200 3.00 | 6.200 43.00 | 9.20 13.00 0.217 15.00 | 3.217 3.00 | 6.217 43.00 | 9.22 13.00 0.233 15.00 | 3.233 3.00 | 6.233 43.00 | 9.23 13.00 0.250 15.00 | 3.250 3.00 | 6.250 43.00 | 9.25 13.00 0.267 15.00 | 3.267 3.00 | 6.267 43.00 | 9.27 13.00 0.283 15.00 | 3.283 3.00 | 6.283 43.00 | 9.28 13.00 0.300 15.00 | 3.300 3.00 | 6.300 43.00 | 9.30 13.00 0.317 15.00 | 3.317 3.00 | 6.317 43.00 | 9.32 13.00 0.333 15.00 | 3.333 3.00 | 6.333 43.00 | 9.33 13.00 0.350 15.00 | 3.350 3.00 | 6.350 43.00 | 9.35 13.00 0.367 15.00 | 3.367 3.00 | 6.367 43.00 | 9.37 13.00 0.383 15.00 | 3.383 3.00 | 6.383 43.00 | 9.38 13.00 0.400 15.00 | 3.400 3.00 | 6.400 43.00 | 9.40 13.00 0.417 15.00 | 3.417 3.00 | 6.417 43.00 | 9.42 13.00 0.433 15.00 | 3.433 3.00 | 6.433 43.00 | 9.43 13.00 0.450 15.00 | 3.450 3.00 | 6.450 43.00 | 9.45 13.00 0.467 15.00 | 3.467 3.00 | 6.467 43.00 | 9.47 13.00 0.483 15.00 | 3.483 3.00 | 6.483 43.00 | 9.48 13.00 0.500 15.00 | 3.500 3.00 | 6.500 43.00 | 9.50 13.00 0.517 15.00 | 3.517 3.00 | 6.517 43.00 | 9.52 13.00 0.533 15.00 | 3.533 3.00 | 6.533 43.00 | 9.53 13.00 0.550 15.00 | 3.550 3.00 | 6.550 43.00 | 9.55 13.00 0.567 15.00 | 3.567 3.00 | 6.567 43.00 | 9.57 13.00 0.583 15.00 | 3.583 3.00 | 6.583 43.00 | 9.58 13.00 0.600 15.00 | 3.600 3.00 | 6.600 43.00 | 9.60 13.00 0.617 15.00 | 3.617 3.00 | 6.617 43.00 | 9.62 13.00 0.633 15.00 | 3.633 3.00 | 6.633 43.00 | 9.63 13.00

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Post-Development 2.750 10.00 | 5.750 20.00 | 8.750 23.00 | 11.75 8.00 2.767 10.00 | 5.767 20.00 | 8.767 23.00 | 11.77 8.00 2.783 10.00 | 5.783 20.00 | 8.783 23.00 | 11.78 8.00 2.800 10.00 | 5.800 20.00 | 8.800 23.00 | 11.80 8.00 2.817 10.00 | 5.817 20.00 | 8.817 23.00 | 11.82 8.00 2.833 10.00 | 5.833 20.00 | 8.833 23.00 | 11.83 8.00 2.850 10.00 | 5.850 20.00 | 8.850 23.00 | 11.85 8.00 2.867 10.00 | 5.867 20.00 | 8.867 23.00 | 11.87 8.00 2.883 10.00 | 5.883 20.00 | 8.883 23.00 | 11.88 8.00 2.900 10.00 | 5.900 20.00 | 8.900 23.00 | 11.90 8.00 2.917 10.00 | 5.917 20.00 | 8.917 23.00 | 11.92 8.00 2.933 10.00 | 5.933 20.00 | 8.933 23.00 | 11.93 8.00 2.950 10.00 | 5.950 20.00 | 8.950 23.00 | 11.95 8.00 2.967 10.00 | 5.967 20.00 | 8.967 23.00 | 11.97 8.00 2.983 10.00 | 5.983 20.00 | 8.983 23.00 | 11.98 8.00 3.000 10.00 | 6.000 20.03 | 9.000 22.98 | 12.00 8.00 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 1.263 (i) TIME TO PEAK (hrs)= 7.233 RUNOFF VOLUME (mm)= 126.525 TOTAL RAINFALL (mm)= 193.000 RUNOFF COEFFICIENT = 0.656 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.075 (i) TIME TO PEAK (hrs)= 7.000 RUNOFF VOLUME (mm)= 135.017 TOTAL RAINFALL (mm)= 193.000 RUNOFF COEFFICIENT = 0.700 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.075 7.00 135.02 + ID2= 2 ( 0201): 16.25 1.263 7.23 126.53 ==================================================== ID = 3 ( 0004): 17.00 1.301 7.22 126.90 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.)

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Post-Development 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 **** WARNING : STORAGE-DISCHARGE TABLE WAS EXCEEDED. AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 1.301 7.22 126.90 OUTFLOW: ID= 1 ( 0002) 17.000 1.286 7.33 125.66 PEAK FLOW REDUCTION [Qout/Qin](%)= 98.86 TIME SHIFT OF PEAK FLOW (min)= 7.00 MAXIMUM STORAGE USED (ha.m.)= 0.2556 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\0408d525-e070-4cd5-904e-a6a9c3582d23\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\0408d525-e070-4cd5-904e-a6a9c3582d23\scen

DATE: 06/14/2018 TIME: 10:52:58

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : Run 01 **

Page 61

Post-Development ************************************************ --------------------| CHICAGO STORM | IDF curve parameters: A=1770.000| Ptotal= 78.03 mm | B= 4.000-------------------- C= 0.820 used in: INTENSITY = A / (t + B)^C


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 4.34 | 1.017 38.21 | 2.017 10.60 | 3.02 5.19 0.033 4.34 | 1.033 38.21 | 2.033 10.60 | 3.03 5.19 0.050 4.34 | 1.050 38.21 | 2.050 10.60 | 3.05 5.19 0.067 4.34 | 1.067 38.21 | 2.067 10.60 | 3.07 5.19 0.083 4.34 | 1.083 38.21 | 2.083 10.60 | 3.08 5.19 0.100 4.34 | 1.100 38.21 | 2.100 10.60 | 3.10 5.19 0.117 4.34 | 1.117 38.21 | 2.117 10.60 | 3.12 5.19 0.133 4.34 | 1.133 38.21 | 2.133 10.60 | 3.13 5.19 0.150 4.34 | 1.150 38.21 | 2.150 10.60 | 3.15 5.19 0.167 4.34 | 1.167 38.21 | 2.167 10.60 | 3.17 5.19 0.183 5.00 | 1.183 203.30 | 2.183 8.96 | 3.18 4.81 0.200 5.00 | 1.200 203.31 | 2.200 8.96 | 3.20 4.81 0.217 5.00 | 1.217 203.31 | 2.217 8.96 | 3.22 4.81 0.233 5.00 | 1.233 203.31 | 2.233 8.96 | 3.23 4.81 0.250 5.00 | 1.250 203.31 | 2.250 8.96 | 3.25 4.81 0.267 5.00 | 1.267 203.31 | 2.267 8.96 | 3.27 4.81 0.283 5.00 | 1.283 203.31 | 2.283 8.96 | 3.28 4.81 0.300 5.00 | 1.300 203.31 | 2.300 8.96 | 3.30 4.81 0.317 5.00 | 1.317 203.31 | 2.317 8.96 | 3.32 4.81 0.333 5.00 | 1.333 203.31 | 2.333 8.96 | 3.33 4.81 0.350 5.92 | 1.350 50.97 | 2.350 7.78 | 3.35 4.48 0.367 5.92 | 1.367 50.96 | 2.367 7.78 | 3.37 4.48 0.383 5.92 | 1.383 50.96 | 2.383 7.78 | 3.38 4.48 0.400 5.92 | 1.400 50.96 | 2.400 7.78 | 3.40 4.48 0.417 5.92 | 1.417 50.96 | 2.417 7.78 | 3.42 4.48 0.433 5.92 | 1.433 50.96 | 2.433 7.78 | 3.43 4.48 0.450 5.92 | 1.450 50.96 | 2.450 7.78 | 3.45 4.48 0.467 5.92 | 1.467 50.96 | 2.467 7.78 | 3.47 4.48

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Post-Development 0.483 5.92 | 1.483 50.96 | 2.483 7.78 | 3.48 4.48 0.500 5.92 | 1.500 50.96 | 2.500 7.78 | 3.50 4.48 0.517 7.33 | 1.517 25.51 | 2.517 6.90 | 3.52 4.20 0.533 7.33 | 1.533 25.51 | 2.533 6.90 | 3.53 4.20 0.550 7.33 | 1.550 25.51 | 2.550 6.90 | 3.55 4.20 0.567 7.33 | 1.567 25.51 | 2.567 6.90 | 3.57 4.20 0.583 7.33 | 1.583 25.51 | 2.583 6.90 | 3.58 4.20 0.600 7.33 | 1.600 25.51 | 2.600 6.90 | 3.60 4.20 0.617 7.33 | 1.617 25.51 | 2.617 6.90 | 3.62 4.20 0.633 7.33 | 1.633 25.51 | 2.633 6.90 | 3.63 4.20 0.650 7.33 | 1.650 25.51 | 2.650 6.90 | 3.65 4.20 0.667 7.33 | 1.667 25.51 | 2.667 6.90 | 3.67 4.20 0.683 9.77 | 1.683 17.18 | 2.683 6.21 | 3.68 3.96 0.700 9.77 | 1.700 17.18 | 2.700 6.21 | 3.70 3.96 0.717 9.77 | 1.717 17.18 | 2.717 6.21 | 3.72 3.96 0.733 9.77 | 1.733 17.18 | 2.733 6.21 | 3.73 3.96 0.750 9.77 | 1.750 17.18 | 2.750 6.21 | 3.75 3.96 0.767 9.77 | 1.767 17.18 | 2.767 6.21 | 3.77 3.96 0.783 9.77 | 1.783 17.18 | 2.783 6.21 | 3.78 3.96 0.800 9.77 | 1.800 17.18 | 2.800 6.21 | 3.80 3.96 0.817 9.77 | 1.817 17.18 | 2.817 6.21 | 3.82 3.96 0.833 9.77 | 1.833 17.18 | 2.833 6.21 | 3.83 3.96 0.850 15.10 | 1.850 13.06 | 2.850 5.65 | 3.85 3.74 0.867 15.10 | 1.867 13.06 | 2.867 5.65 | 3.87 3.74 0.883 15.10 | 1.883 13.06 | 2.883 5.65 | 3.88 3.74 0.900 15.10 | 1.900 13.06 | 2.900 5.65 | 3.90 3.74 0.917 15.10 | 1.917 13.06 | 2.917 5.65 | 3.92 3.74 0.933 15.10 | 1.933 13.06 | 2.933 5.65 | 3.93 3.74 0.950 15.10 | 1.950 13.06 | 2.950 5.65 | 3.95 3.74 0.967 15.10 | 1.967 13.06 | 2.967 5.65 | 3.97 3.74 0.983 15.10 | 1.983 13.06 | 2.983 5.65 | 3.98 3.74 1.000 15.10 | 2.000 13.06 | 3.000 5.65 | 4.00 3.74 Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.896 (i) TIME TO PEAK (hrs)= 1.983 RUNOFF VOLUME (mm)= 31.687 TOTAL RAINFALL (mm)= 78.027 RUNOFF COEFFICIENT = 0.406 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.169 (i) TIME TO PEAK (hrs)= 1.367 RUNOFF VOLUME (mm)= 36.331 TOTAL RAINFALL (mm)= 78.027 RUNOFF COEFFICIENT = 0.466 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------

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Post-Development| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.169 1.37 36.33 + ID2= 2 ( 0201): 16.25 0.896 1.98 31.69 ==================================================== ID = 3 ( 0004): 17.00 0.917 1.97 31.89 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.917 1.97 31.89 OUTFLOW: ID= 1 ( 0002) 17.000 0.638 2.53 30.65 PEAK FLOW REDUCTION [Qout/Qin](%)= 69.65 TIME SHIFT OF PEAK FLOW (min)= 34.00 MAXIMUM STORAGE USED (ha.m.)= 0.2279 -------------------------------------------------------------------------------=========================================================================================================== V V I SSSSS U U A L V V I SS U U A A L V V I SS U U AAAAA L V V I SS U U A A L VV I SSSSS UUUUU A A LLLLL OOO TTTTT TTTTT H H Y Y M M OOO TM O O T T H H Y Y MM MM O O O O T T H H Y M M O O OOO T T H H Y M M OOODeveloped and Distributed by Civica InfrastructureCopyright 2007 - 2013 Civica InfrastructureAll rights reserved. ***** D E T A I L E D O U T P U T *****

Input filename: C:\Program Files (x86)\Visual OTTHYMO 5.0\VO2\voin.dat Output filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\38f9617e-e180-4265-b26c-57538081d12e\scen Summary filename: C:\Users\blayton\AppData\Local\Civica\VH5\1100337f-d1c1-4e9f-8285-6d87f6aa1c07\38f9617e-e180-4265-b26c-57538081d12e\scen

Page 64

Post-Development

DATE: 06/14/2018 TIME: 10:52:59

USER:

COMMENTS: ____________________________________________________________

----------------------------------------------------------------------------------------------------------- ************************************************ ** SIMULATION : Run 17 ** ************************************************ --------------------| READ STORM | Filename: C:\Users\blayton\AppD | | ata\Local\Temp\ | | ef4f9ff0-980d-4b88-ad9f-b9aad8e5cdfe\b7982798| Ptotal= 26.26 mm | Comments: 25mm -------------------- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.08 2.10 | 0.92 30.00 | 1.75 4.67 | 2.58 2.37 0.17 2.29 | 1.00 80.70 | 1.83 4.23 | 2.67 2.26 0.25 2.52 | 1.08 37.00 | 1.92 3.88 | 2.75 2.17 0.33 2.81 | 1.17 20.30 | 2.00 3.58 | 2.83 2.08 0.42 3.18 | 1.25 13.27 | 2.08 3.33 | 2.92 2.00 0.50 3.68 | 1.33 10.09 | 2.17 3.11 | 3.00 1.93 0.58 4.39 | 1.42 8.15 | 2.25 2.92 | 3.08 1.93 0.67 5.49 | 1.50 6.85 | 2.33 2.76 | 3.17 1.93 0.75 7.40 | 1.58 5.92 | 2.42 2.61 | 3.25 1.93 0.83 11.54 | 1.67 5.22 | 2.50 2.48 | -------------------------------------------------------------------------------


---- TRANSFORMED HYETOGRAPH ---- TIME RAIN | TIME RAIN |' TIME RAIN | TIME RAIN hrs mm/hr | hrs mm/hr |' hrs mm/hr | hrs mm/hr 0.017 2.10 | 0.833 11.54 | 1.650 5.22 | 2.47 2.48 0.033 2.10 | 0.850 30.00 | 1.667 5.22 | 2.48 2.48 0.050 2.10 | 0.867 30.00 | 1.683 4.67 | 2.50 2.48 0.067 2.10 | 0.883 30.00 | 1.700 4.67 | 2.52 2.37 0.083 2.10 | 0.900 30.00 | 1.717 4.67 | 2.53 2.37 0.100 2.29 | 0.917 30.00 | 1.733 4.67 | 2.55 2.37 0.117 2.29 | 0.933 80.70 | 1.750 4.67 | 2.57 2.37 0.133 2.29 | 0.950 80.70 | 1.767 4.23 | 2.58 2.37 0.150 2.29 | 0.967 80.70 | 1.783 4.23 | 2.60 2.26 0.167 2.29 | 0.983 80.70 | 1.800 4.23 | 2.62 2.26 0.183 2.52 | 1.000 80.70 | 1.817 4.23 | 2.63 2.26 0.200 2.52 | 1.017 37.00 | 1.833 4.23 | 2.65 2.26

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Post-Development 0.217 2.52 | 1.033 37.00 | 1.850 3.88 | 2.67 2.26 0.233 2.52 | 1.050 37.00 | 1.867 3.88 | 2.68 2.17 0.250 2.52 | 1.067 37.00 | 1.883 3.88 | 2.70 2.17 0.267 2.81 | 1.083 37.00 | 1.900 3.88 | 2.72 2.17 0.283 2.81 | 1.100 20.30 | 1.917 3.88 | 2.73 2.17 0.300 2.81 | 1.117 20.30 | 1.933 3.58 | 2.75 2.17 0.317 2.81 | 1.133 20.30 | 1.950 3.58 | 2.77 2.08 0.333 2.81 | 1.150 20.30 | 1.967 3.58 | 2.78 2.08 0.350 3.18 | 1.167 20.30 | 1.983 3.58 | 2.80 2.08 0.367 3.18 | 1.183 13.27 | 2.000 3.58 | 2.82 2.08 0.383 3.18 | 1.200 13.27 | 2.017 3.33 | 2.83 2.08 0.400 3.18 | 1.217 13.27 | 2.033 3.33 | 2.85 2.00 0.417 3.18 | 1.233 13.27 | 2.050 3.33 | 2.87 2.00 0.433 3.68 | 1.250 13.27 | 2.067 3.33 | 2.88 2.00 0.450 3.68 | 1.267 10.09 | 2.083 3.33 | 2.90 2.00 0.467 3.68 | 1.283 10.09 | 2.100 3.11 | 2.92 2.00 0.483 3.68 | 1.300 10.09 | 2.117 3.11 | 2.93 1.93 0.500 3.68 | 1.317 10.09 | 2.133 3.11 | 2.95 1.93 0.517 4.39 | 1.333 10.09 | 2.150 3.11 | 2.97 1.93 0.533 4.39 | 1.350 8.15 | 2.167 3.11 | 2.98 1.93 0.550 4.39 | 1.367 8.15 | 2.183 2.92 | 3.00 1.93 0.567 4.39 | 1.383 8.15 | 2.200 2.92 | 3.02 1.93 0.583 4.39 | 1.400 8.15 | 2.217 2.92 | 3.03 1.93 0.600 5.49 | 1.417 8.15 | 2.233 2.92 | 3.05 1.93 0.617 5.49 | 1.433 6.85 | 2.250 2.92 | 3.07 1.93 0.633 5.49 | 1.450 6.85 | 2.267 2.76 | 3.08 1.93 0.650 5.49 | 1.467 6.85 | 2.283 2.76 | 3.10 1.93 0.667 5.49 | 1.483 6.85 | 2.300 2.76 | 3.12 1.93 0.683 7.40 | 1.500 6.85 | 2.317 2.76 | 3.13 1.93 0.700 7.40 | 1.517 5.92 | 2.333 2.76 | 3.15 1.93 0.717 7.40 | 1.533 5.92 | 2.350 2.61 | 3.17 1.93 0.733 7.40 | 1.550 5.92 | 2.367 2.61 | 3.18 1.93 0.750 7.40 | 1.567 5.92 | 2.383 2.61 | 3.20 1.93 0.767 11.54 | 1.583 5.92 | 2.400 2.61 | 3.22 1.93 0.783 11.54 | 1.600 5.22 | 2.417 2.61 | 3.23 1.93 0.800 11.54 | 1.617 5.22 | 2.433 2.48 | 3.25 1.93 0.817 11.54 | 1.633 5.22 | 2.450 2.48 | Unit Hyd Qpeak (cms)= 1.128 PEAK FLOW (cms)= 0.081 (i) TIME TO PEAK (hrs)= 1.883 RUNOFF VOLUME (mm)= 3.346 TOTAL RAINFALL (mm)= 26.256 RUNOFF COEFFICIENT = 0.127 (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ---------------------------------------------------------------------------------------------------| CALIB || NASHYD ( 0110)| Area (ha)= 0.75 Curve Number (CN)= 77.5|ID= 1 DT= 1.0 min | Ia (mm)= 5.00 # of Linear Res.(N)= 3.00-------------------- U.H. Tp(hrs)= 0.08 Unit Hyd Qpeak (cms)= 0.358 PEAK FLOW (cms)= 0.016 (i) TIME TO PEAK (hrs)= 1.117 RUNOFF VOLUME (mm)= 4.755 TOTAL RAINFALL (mm)= 26.256 RUNOFF COEFFICIENT = 0.181

Page 66

Post-Development (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY. ------------------------------------------------------------------------------- --------------------| ADD HYD ( 0004)|| 1 + 2 = 3 | AREA QPEAK TPEAK R.V.-------------------- (ha) (cms) (hrs) (mm) ID1= 1 ( 0110): 0.75 0.016 1.12 4.76 + ID2= 2 ( 0201): 16.25 0.081 1.88 3.35 ==================================================== ID = 3 ( 0004): 17.00 0.084 1.87 3.41 NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY. ---------------------------------------------------------------------------------------------------| RESERVOIR( 0002)|| IN= 2---> OUT= 1 || DT= 1.0 min | OUTFLOW STORAGE | OUTFLOW STORAGE-------------------- (cms) (ha.m.) | (cms) (ha.m.) 0.0000 0.0000 | 0.1490 0.1460 0.0000 0.0210 | 0.1620 0.1670 0.0450 0.0420 | 0.1740 0.1880 0.0780 0.0630 | 0.3280 0.2080 0.1000 0.0830 | 0.6560 0.2290 0.1190 0.1040 | 1.1540 0.2500 0.1340 0.1250 | 0.0000 0.0000 AREA QPEAK TPEAK R.V. (ha) (cms) (hrs) (mm) INFLOW : ID= 2 ( 0004) 17.000 0.084 1.87 3.41 OUTFLOW: ID= 1 ( 0002) 17.000 0.035 3.40 2.17 PEAK FLOW REDUCTION [Qout/Qin](%)= 41.74 TIME SHIFT OF PEAK FLOW (min)= 92.00 MAXIMUM STORAGE USED (ha.m.)= 0.0339 -------------------------------------------------------------------------------

Page 67





APPENDIX B

Water Balance Calculations

Climate Normals 1981-2010 Station Data

Metadata including Station Name, Province, Latitude, Longitude, Elevation, Climate ID, WMO ID, TC ID

STATION_NAME PROVINCE LATITUDE LONGITUDEELEVATIONCLIMATE_IDWMO_ID TC_ID

BARRIE WPCC ON 44°22'33.012" N 79°41'23.010" W221.0 m 6110557

Legend

A = WMO "3 and 5 rule" (i.e. no more than 3 consecutive and no more than 5 total missing for either temperature or precipitation)

B = At least 25 years

C = At least 20 years

D = At least 15 years

1981 to 2010 Canadian Climate Normals station data

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Year Code

Temperature

Daily Average (°C) -7.7 -6.6 -2.1 5.6 12.3 17.9 20.8 19.7 15.3 8.7 2.7 -3.5 6.9 C

Standard Deviation 3.4 2.6 2.2 1.6 1.9 1.4 1.3 1.5 1.4 1.2 1.6 3 1.4 C

Daily Maximum (°C) -2.9 -1.5 3.2 11 18.1 23.6 26.3 25.1 20.7 13.5 6.5 0.4 12 C

Daily Minimum (°C) -12.4 -11.7 -7.4 0.2 6.5 12.3 15.3 14.3 10 3.9 -1 -7.3 1.9 C

Extreme Maximum (°C) 14 14 24 30.5 35 35 36 36.5 34.5 30 21.5 19.5

Date (yyyy/dd) 1995/14 1984/23 1998/30 2002/16 2006/30 1994/17 1988/06 2006/01 2002/09 2005/05 1978/05 1982/03

Extreme Minimum (°C) -35 -33 -30.5 -15 -4 1 6 0 -1.5 -6.5 -19.5 -33

Date (yyyy/dd) 1981/04 1979/18 1984/08 2003/07 2006/07 1980/09 1984/08 2004/22 1993/30 1988/31 1989/29 2004/20

Precipitation

Rainfall (mm) 16.6 16 29.2 56.6 82.3 84.8 77.2 89.9 94 75.2 66 22.2 709.9 C

Snowfall (cm) 65.9 45.9 29 5.7 0.1 0 0 0 0 2.3 22.8 51.4 223 C

Precipitation (mm) 82.5 61.8 58.1 62.2 82.4 84.8 77.2 89.9 94 77.5 88.9 73.6 932.9 C

Average Snow Depth (cm) 16 17 8 1 0 0 0 0 0 0 2 9 4 D

Median Snow Depth (cm) 17 17 8 0 0 0 0 0 0 0 1 8 4 D

Snow Depth at Month-end (cm) 17 15 1 0 0 0 0 0 0 0 4 11 4 C

Extreme Daily Rainfall (mm) 27 35 43 40 54.4 96 75 79 80 48.8 50 28.6

Date (yyyy/dd) 1998/05 1997/21 1990/11 1995/21 2004/23 1995/02 1980/20 1995/31 1986/11 1995/05 1999/02 1979/24

Extreme Daily Snowfall (cm) 65 32.4 22 17 2 0 0 0 0 12 27 44

Date (yyyy/dd) 1978/09 1984/29 1984/10 1979/04 1989/07 1978/01 1978/01 1978/01 1977/01 1997/26 2000/21 1995/10

Extreme Daily Precipitation (mm) 65 35 43 40 54.4 96 75 79 80 48.8 52 44

Date (yyyy/dd) 1978/09 1997/21 1990/11 1995/21 2004/23 1995/02 1980/20 1995/31 1986/11 1995/05 1999/02 1995/10

Extreme Snow Depth (cm) 57 59 50 21 0 0 0 0 0 8 29 54

Date (yyyy/dd) 1981/07 2001/09 2003/05 1987/01 1981/01 1981/01 1981/01 1981/01 1981/01 1997/27 1995/28 1995/11

Days with Maximum Temperature

<= 0 °C 21 16.6 10 0.92 0 0 0 0 0 0 3.5 14.6 66.6 C

> 0 °C 10 11.6 21 29.1 31 30 31 31 30 31 26.5 16.4 298.6 C

> 10 °C 0.36 0.48 3.8 14.9 28.2 29.9 31 31 29.5 21.8 6.4 1 198.2 C

> 20 °C 0 0 0.54 3.1 10.6 22.6 29.1 27.3 15.6 3.6 0.08 0 112.5 C

> 30 °C 0 0 0 0.04 0.4 2.5 4.4 2.4 0.63 0 0 0 10.4 C

> 35 °C 0 0 0 0 0 0 0.04 0.04 0 0 0 0 0.08 C

Days with Minimum Temperature

> 0 °C 0.84 1 2.9 13.9 29 30 31 31 29.8 24.8 10.6 3 207.8 C

<= 2 °C 30.9 28.1 30.2 21.7 5.2 0.12 0 0.09 0.96 12.3 23.7 29.9 183 C

<= 0 °C 30.2 27.2 28.1 16.1 2 0 0 0.04 0.21 6.3 19.4 28 157.5 C

< -2 °C 27 24.6 22.9 7.1 0.12 0 0 0 0 0.92 10.6 22.6 115.8 C

< -10 °C 17 15.6 9.1 0.52 0 0 0 0 0 0 0.79 9.6 52.6 C

< -20 °C 6 3.9 0.96 0 0 0 0 0 0 0 0 1.3 12.2 C

< - 30 °C 0.56 0.13 0.04 0 0 0 0 0 0 0 0 0.04 0.77 C

Days with Rainfall

>= 0.2 mm 2.8 3 5.4 11.3 12.9 11.4 11.1 11.8 13.3 15.5 11.3 4.6 114.4 C

>= 5 mm 1 1.2 2.2 3.9 5.8 4.4 4.7 5.1 5.4 5.5 4.6 1.9 45.5 C

>= 10 mm 0.64 0.58 0.88 1.6 2.7 2.9 2.5 3.4 3 1.9 2.2 0.46 22.8 C

>= 25 mm 0.04 0.08 0.04 0.27 0.36 0.73 0.62 0.81 0.73 0.15 0.28 0.04 4.2 C

Days With Snowfall

>= 0.2 cm 12.4 10 6.8 1.5 0.04 0 0 0 0 0.54 4.5 9.6 45.5 C

>= 5 cm 5 3.4 2.2 0.35 0 0 0 0 0 0.19 1.6 3.8 16.5 C

>= 10 cm 1.8 1 0.64 0.12 0 0 0 0 0 0.04 0.46 1.6 5.7 C

>= 25 cm 0.08 0.15 0 0.04 0 0 0 0 0 0 0.08 0.08 0.43 C

Days with Precipitation

>= 0.2 mm 14.9 12.3 11.6 12.2 12.9 11.4 11.1 11.8 13.3 15.6 15.4 13.8 156.1 C

>= 5 mm 6 4.5 4.3 4.2 5.8 4.4 4.7 5.1 5.4 5.7 6.2 5.8 62 C

>= 10 mm 2.4 1.8 1.6 1.7 2.7 2.9 2.5 3.4 3 2 2.7 2.1 28.9 C

>= 25 mm 0.12 0.23 0.04 0.31 0.36 0.73 0.62 0.81 0.73 0.19 0.44 0.13 4.7 C

Degree Days

Above 24 °C 0 0 0 0 0.1 2.5 8.3 4.2 0.4 0 0 0 15.5 C

Above 18 °C 0 0 0 0.8 8 45.5 95.8 71.4 19.6 1 0 0 242 C

Above 15 °C 0 0 0 3.4 25.6 103.1 180.5 149.2 56.1 5.1 0 0 523 C

Above 10 °C 0 0 1.5 16.8 97.6 239.8 334.6 301.4 165.9 36.1 2.2 0.3 1196.3 C

Above 5 °C 0.4 0.5 10.1 66.1 227.7 389.2 489.6 456.3 310.6 126.9 26.1 3.9 2107.4 C

Above 0 °C 7.7 10.1 44.4 176.1 381.7 539.2 644.6 611.3 460.5 272.9 101.1 25.4 3274.9 C

Below 0 °C 245.7 194.9 110 7.9 0 0 0 0 0 0 21.7 132.5 712.8 C

Below 5 °C 393.4 326.4 230.8 47.9 1.1 0 0 0 0.1 9.1 96.6 266 1371.3 C

Below 10 °C 548 466.9 377.1 148.6 25.9 0.6 0 0.1 5.4 73.2 222.8 417.4 2286.2 C

Below 15 °C 703 608 530.7 285.3 108.9 14 0.9 2.8 45.6 197.2 370.6 572.1 3439.1 C

Below 18 °C 796 692.6 623.7 372.6 184.3 46.3 9.1 18 99 286.2 460.6 665.1 4253.7 C

1981 to 2010 Canadian Climate Normals station data (Frost-Free)

Frost-Free:Code

Average Date of Last Spring FrostMay-07 D

Average Date of First Fall Frost Oct-09 D

Average Length of Frost-Free Period153 Days D

Probability of last temperature in spring of 0 °C or lower on or after indicated dates10% 25% 33% 50% 66% 75% 90%

Date May-19 May-16 May-12 May-05 May-03 Apr-30 Apr-27

Probability of first temperature in fall of 0 °C or lower on or after indicated dates10% 25% 33% 50% 66% 75% 90%

Date Sep-20 Oct-02 Oct-07 Oct-10 Oct-14 Oct-18 Oct-23

Probability of frost-free period equal to or less than indicated period (Days)10% 25% 33% 50% 66% 75% 90%

Days 126 147 154 156 159 161 169

Project Name: Next Nine LandsProject No: 1578-4974

Modelled By: LP

Checked By: -

Date: 18-Jun-18

January -7.7 0.0 0.49 0.0 0.81 0.0 82.5 82.5 0.0

February -6.6 0.0 0.49 0.0 0.81 0.0 61.8 61.8 0.0

March -2.1 0.0 0.49 0.0 1.02 0.0 58.1 58.1 0.0

April 5.6 1.2 0.51 25.2 1.12 28.2 62.2 34.0 0.0

May 12.3 3.9 0.56 59.0 1.27 74.9 82.4 7.5 0.0

June 17.9 6.9 0.61 88.5 1.29 114.2 84.8 0.0 29.4

July 20.8 8.7 0.64 104.1 1.30 135.3 77.2 0.0 58.1

August 19.7 8.0 0.63 98.1 1.20 117.8 89.9 0.0 27.9

September 15.3 5.4 0.59 74.7 1.04 77.7 94.0 16.3 0.0

October 8.7 2.3 0.53 40.6 0.95 38.6 77.5 38.9 0.0

November 2.7 0.4 0.50 11.5 0.80 9.2 88.9 79.7 0.0

December -3.5 0.0 0.49 0.0 0.74 0.0 73.6 73.6 0.0

Totals 36.8 1.08 595.8 932.9 452.4 115.3

TOTAL WATER DEFICIT = 115.3 mm

TOTAL WATER SURPLUS (SURPLUS - DEFICIT) = 337.1 mm

Precipitation Adjustment Factor : none

NOTES:

1. Water budget adjusted for latitude and daylight.

2. (◦C) - Represents calculated mean of daily temperatures for the month.

3. Precipitation and Temperature data from theBARRIE WPCC (Station No.6110557 ) Environment Canada Station Data

4. Total Water Surplus (Thornthwaite, 1948) is calculated as total precipitation minus adjusted potential evapostranspiration.

Climatic Water Budget - Thornthwaite Method

Project Name: Next Nine Lands

Daily

Correction

Value

Adjusted PET - Potential

Evapotranspiration (mm)

Total

Precipitation

(mm)

Surplus

(mm)Deficit (mm)" a "

Mean

Temperature

(◦C)

Month Heat index

PET - Potential

Evapotranspiration

(mm)

BARRIE WPCC - Climate Normals 1981-2010 Station Data

Q:\1500\1578-Nextnine Limited\4974-Next Nine Lands-Big Bay Point GC\Design\Civil_Water\2018.06.15 - WATER BALANCE


Project No: 1578-4974

Modelled By: LP

Checked By: -

Date: 18-Jun-2018

Pre-development area available for infiltration (landscaped/lawn area considered to infiltrate)

Pre-development area not available for infiltration (total site area less landscaped area noted above)

Remaining Impervious area (e.g. parking asphalt area, building/rooftop area)

Note: site land use areas consistent with Pre-Development SWM hydrologic modeling & calculations

Lawn & Trees Impervious Roof Area Totals

162500 0 0 162500

162500 0 0 162500

0 0 0 0

0.15 0.1 0.1

0.2 0.1 0.1

0.1 0 0

0.45 0 0

0.45 0 0

0.25 1 1

0 0.8 0.8

933 933 933 933

0 0 0 0

0 0 0 0

933 933 933 933

337 746 746 337

337 746 746 337

596 187 187 596

152 0 0 152

0 0 0 0

152 0 0 152

185 0 0 185

0 746 746 0

185 746 746 185

933 933 933 933

0 0 0 0

151596 0 0 151596

0 0 0 0

0 0 0 0

151596 0 0 151596

54776 0 0 54776

54776 0 0 54776

96820 0 0 96820

24649 0 0 24649

0 0 0 0

24649 0 0 24649

30127 0 0 30127

0 0 0 0

30127 0 0 30127

151596 0 0 151596

0 0 0 0

NOTES:

* Evaporation from impervious areas was assumed to be 20% of precipitation.

Existing Site Aerial Image:

Catchment DesignationSite - Pre-Development

Water Balance/Water Budget Assessment


Water Budget - Pre-Development

Inputs (per Unit Area)

Area (m2)

Pervious Area (m2)

Impervious Area (m2)

Infiltration Factors

Topography Infiltration Factor

Soil Infiltration Factor

Land Cover Infiltration Factor

MOE Infiltration Factor

Actual Infiltration Factor

Run-off Coefficient

Runoff from Impervious Surfaces *

Runoff Pervious Areas (mm/yr)

Precipitation (mm/yr)

Run-On (mm/yr)

Other Inputs (mm/yr)

Total Inputs (mm/yr)

Outputs (per Unit Area)

Precipitation Surplus (mm/yr)

Net Surplus (mm/yr)

Evapotranspiration (mm/yr) *

Infiltration (mm/yr)

Soakaway Infiltration (mm/yr)

Total Infiltration (mm/yr)

Net Surplus (m3/yr)

Runoff Impervious Areas (mm/yr)

Total Runoff (mm/yr)

Total Outputs (mm/yr)

Difference (Inputs- Outputs)

Inputs (Volumes)

Precipitation (m3/yr)

Run-On (m3/yr)

Other Inputs (m3/yr)

Total Inputs (m3/yr)

Outputs (Volumes)

Precipitation Surplus (m3/yr)

Total Runoff (m3/yr)

Total Outputs (m3/yr)


Evapotranspiration (m3/yr) *

Infiltration (m3/yr)

Soakaway Infiltration (m3/yr)

Total Infiltration (m3/yr)

Runoff Pervious Areas (m3/yr)

Runoff Impervious Areas (m3/yr)




Modelled By: LP

Checked By: -

Date: 18-Jun-2018

Post-development area available for infiltration (landscaped/lawn area considered to infiltrate)

Post-development area not available for infiltration (total site area less landscaped area noted above)

Remaining Impervious area (e.g. parking asphalt area, building/rooftop area)

Note: site land use areas consistent with Post-Development SWM hydrologic modeling & calculations

Lawn Impervious Roof Area Totals

159000 3500 0 162500

159000 0 0 159000

0 3500 0 3500

0.15 0.1 0.1

0.2 0.2 0.2

0.1 0 0

0.45 0 0

0.45 0 0

0.25 0.95 0.95

0 0.8 0.8

933 933 933 933

0 0 0 0

0 0 0 0

933 933 933 933

337 746 746 346

337 746 746 346

596 187 187 587

152 0 0 148

0 0 0 0

152 0 0 148

185 0 0 181

0 746 746 16

185 746 746 197

933 933 933 933

0 0 0 0

148331 3265 0 151596

0 0 0 0

0 0 0 0

148331 3265 0 151596

53597 2612 0 56209

53597 2612 0 56209

94734 653 0 95387

24118 0 0 24118

0 0 0 0 Pre-Development Total Infiltration:

24118 0 0 24118 24649 m3/yr

29478 0 0 29478

0 2612 0 2612

29478 2612 0 32090

148331 3265 0 151596

0 0 0 0

NOTES:


Proposed Site Plan:

Water Budget - Post-Development without Mitigation



Outputs (Volumes)


Dry Pond Infiltration (mm/yr)






Inputs (Volumes)



Run-On (m3/yr)








Net Surplus (m3/yr)






Run-off Coefficient



Run-On (mm/yr)






Net Surplus (mm/yr)



Catchment Designation

Area (m2)

Pervious Area (m2)



Site - Post-Development








Modelled By: LP

Checked By: -

Date: 18-Jun-2018

Post-development area available for infiltration (lawn/landscaped area considered to infiltrate, BLDG. A roof area (clean water) directed to Infiltration Trench

via non-perforated sub-drains. Sub-drains designed to be connected to building roof drains/downspouts (refer to Crozier Engineering Drawings).

Post-development area not available/directed to infiltrate (total site area less lawn/landscaped and BLDG. A roof area noted above)

Remaining Impervious area (e.g. parking area)

Lawn Impervious Roof Area Totals

159000 3500 0 162500

159000 0 0 159000

0 3500 0 3500

0.15 0.1 0.1

0.2 0.2 0.2

0.1 0 0

0.45 0 0

0.45 0 0

0.25 0.95 0.95

0 0.8 0.8

933 933 933 933

0 0 0 0

0 0 0 0

933 933 933 933

337 746 746 346

337 746 746 346

596 187 187 587

152 0 0 148 Proposed Infiltration via Mitigation


152 152 0 152 152 mm/yr

185 0 0 181

0 594 746 13

185 594 746 194 Note:

933 933 933 933 568 mm

0 0 0 0

148331 3265 0 151596

0 0 0 0

0 0 0 0

148331 3265 0 151596

53597 2612 0 56209

53597 2612 0 56209

94734 653 0 95387

24118 0 0 24118


24118 532 0 24650 24649 m3/yr

29478 0 0 29478

0 2080 0 2080

29478 2080 0 31558

148331 3265 0 151596

0 0 0 0

NOTES:


Proposed Servicing Plan:










Net Surplus (m3/yr)





Inputs (Volumes)


Run-On (m3/yr)



Outputs (Volumes)


Run-off Coefficient




Run-On (mm/yr)





Net Surplus (mm/yr)



Dry Pond Infiltration (mm/yr)


Precipitation available between Apr-Oct

(non-winter months). Therefore available

for infiltration into non-frozen soil

Water Budget - Post-Development with MitigationProject Name: Next Nine Lands


Catchment DesignationSite - Post-Development


Area (m2)

Pervious Area (m2)











Modelled By: LP

Checked By: -

Date: 18-Jun-2018

151596 151596 151596 0% 0%

0 0 0 0% 0%

0 0 0 0% 0%

151596 151596 151596 0 0

54776 56209 56209 3% 3%

54776 56209 56209 3% 3%

96820 95387 95387 -1% -1%

24649 24118 24118 -2% -2%

0 0 532 - 532

24649 24118 24650 -2% 0%

30127 29478 29478 -2% -2%

0 2612 2080 - -

30127 32090 31558 7% 5%

151596 151596 151596 0% 0%

NOTES:

* Total Infiltration into groundwater system (24649m3/yr) is to be maintained via the proposed Dry Pond.

Months contributing to Water Balance (winter months not considered due to freezing effects) - April, May, June, July, August, September, October = 7 months

Water Budget Summary



Inputs (Volumes)

CharacteristicPre-Development Post-Development Change (Pre to Post)

Post-Development

with Mitigation

Site

Change (Pre to Post)

with Mititgation


Run-On (m3/yr)

Other inputs (m3/yr)


Outputs (Volumes)


Precipitation Surplus (m 3/yr)

Net Surplus (m3/yr)

Evapotranspiration (m3/yr)



Dry Pond Infiltration (m 3/yr)

Total Infiltration (m 3/yr)

Runoff Pervious Areas (m 3/yr)

Runoff Impervious Areas (m 3/yr)




Modelled By: LP

Date: 18-Jun-2018

Days with Precipitation (From Climate Data)

Apr May Jun Jul Aug Sep Oct Total

>= 0.2 mm 12.2 12.9 11.4 11.1 11.8 13.3 15.6 88

>= 5 mm 4.2 5.8 4.4 4.7 5.1 5.4 5.7 35

>= 10 mm 1.7 2.7 2.9 2.5 3.4 3 2 18

>= 25 mm 0.31 0.36 0.73 0.62 0.81 0.73 0.19 4

Available Precipitation

Storm

Event

(mm)

Total

Days

Per

Year

Incremental

Precipitation

(mm/yr)

Cummulative

Precipitation

(mm/yr)

0.2 88 17.7 17.7

5 35 176.5 194.2

10 18 182.0 376.2

25 4 93.8 469.9

Total 146 469.9

Soakaway Infiltration Target: 152 mm/yr

Runoff Coefficient: 0.95

Design Precipitation: 160 mm/yr (Design Infiltration / Contributing RC)

Therefore Design Storm: 4 mm



Design Storm Determination






APPENDIX C

Phosphorus Calculations



Created By: BL

Checked By: LPDate: 6/15/2018

CatchmentArea

(ha)

Area

(m2)

P coeff

(kg/ha/yr)P Load (kg/yr) P Load Total (kg/yr)

101 16.25 162,500.00 0.05 0.813 0.813

16.25 162,500.00 0.813 0.813

Note:

Phosphorus Coefficient for Forest identified in LSRCA Phosphorus Loading Tool

Pre-Development Phosphorus Loading

Total

Land Use

Pre - Development Conditions

Forest

Q:\1500\1578-Nextnine Limited\4974-Next Nine Lands-Big Bay Point GC\Design\Civil_Water\2018.06.12 Phosphorus Loading



Created By: BL


CatchmentArea

(ha)

Area

(m2)

P coeff

(kg/ha)

P Load

(kg/yr)P Load Total (kg/yr)

0.35 3,500.00 0.83 0.291

8.30 83,000.00 0.05 0.415

7.60 76,000.00 0.12 0.912

16.25 162500.00 1.618 1.618

Note:

Phosphorus Coefficient for Unpaved Roads, Forest & Golf Course identified in LSRCA Phosphorus Loading Tool

Total

Post-Development Phosphorus Loading

Post - Development Conditions

Land Use

201

Unpaved Road

1.618

Golf Course

Forest




Created By: BL


CatchmentP Coeff

(kg/ha/yr)

Area

(ha)

% of Area Treated with

BMP's

0.83 0.35 100.0%

0.05 8.30 100.0%

0.12 7.60 100.0%

16.25

1st Mitigation Applied Reduction FactorP Load Reduction

(kg/yr)

Vegetated Filter Strips 0.65 0.189



Total 1.051

2nd Mitigation Applied Reduction FactorP Load Reduction

(kg/yr)

Dry Detention Pond 0.10 0.010



Total 0.057

3rd Mitigation Applied Reduction FactorP Load Reduction

(kg/yr)

Enhanced Grass Swale 0.45 0.041



Total 0.229

Mitigation

1st

2nd

3rd

Total

Total Post-Development

Load Without BMPs 1.618 kg/yrTotal Post-Development

Load With BMPs 0.280 kg/yr% of Post Development

Load 17.33%

Note:

Phosphorus Coefficient for Unpaved Roads, Forest & Golf Course identified in LSRCA Phosphorus Loading Tool

Forest

0.057

0.229

1.337

1.051

Post-Development Phosphorus Loading with Mitigation

2nd BMP

3rd BMP

Total Load Reduction (kg/yr)

Summary

Total

1st BMP

Post - Development Conditions

Land Use

Golf Course

201

Unpaved Road






LIST OF FIGURES

Figure 1: Site Location

Figure 2: Pre-Development Drainage Plan

Figure 3: Post Development Drainage Plan

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BIG BAY GOLF

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SITE LOCATION

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Project

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Drawing

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=

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SUBJECT PROPERTY

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Legend

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Project

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Drawing

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Design By

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Date

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Drawn By

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N.T.S.

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Y.L.

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L.P.

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57 JOHN STREET WEST, P.O. BOX 1011, BRADFORD, ON L3Z 2B4 905 952-3111 T www.cfcrozier.ca [email protected]

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Check By

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06/20/2018

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FIG. 1

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1578-4974

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WEST STREET

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S.C.

Documents

2018.06.20 FSR-SWM Report - Simcoe