Appendix F - Hydrology Report - Anaheim

HYDROLOGY REPORT

PACIFIC CENTER Anaheim, California

Prepared for

Hines Company 4000 MacArthur Blvd. Suite 110 Newport Beach, CA 92660 949.313.2230 Prepared by

Fuscoe Engineering, Inc. 16795 Von Karman, Suite 100 Irvine, California 92606 949.474.1960 www.fuscoe.com Project Manager: Mark Nero, P.E.

Date Prepared: August 2017

Job Number: 1253-002-01

PACIFIC CENTER H yd r o l ogy R epo r t – A ugu s t 2017

1253-0

PACIFIC CENTER H yd r o l ogy R epo r t , Au gu s t 2017

HYDROLOGY REPORT August 2017

Pacific Center City of Anaheim, CA

F:\Projects\1253\002\_Support Files\Reports\Hydrology\Hydrology Report August 2017.docx

Table of Contents

1.0 INTRODUCTION 1

1.1 Geographic Setting ...........................................................................................1

1.2 Project Description ............................................................................................1

1.3 Purpose of This Report .......................................................................................1

1.4 References .......................................................................................................2

2.0 EXISTING TOPOGRAPHIC & HYDROLOGIC CONDITIONS 3

2.1 Existing Topography ..........................................................................................3

2.2 Existing On-site Drainage Pattern and Facilities ....................................................3

3.0 PROPOSED ON-SITE DRAINAGE FACILITIES 3

4.0 HYDROLOGY STUDY 5

4.1 Storm Frequency ...............................................................................................5

4.2 Methodology ....................................................................................................5

5.0 DESIGN CRITERIA 5

6.0 RESULTS AND CONCLUSIONS 6

6.1 Conclusions .....................................................................................................6

6.2 Run-Off Comparison Chart ................................................................................7

7.0 APPENDICES 8

Appendix 1 Site Location Map

Appendix 2 10-Year Hydrology Study, Existing Condition Appendix 2.1 25-Year Hydrology Study, Existing Condition Appendix 2.2 100-Year Hydrology Study, Existing Condition

Appendix 3 10-Year Hydrology Study, Proposed Condition Appendix 3.1 25-Year Hydrology Study, Proposed Condition Appendix 3.2 100-Year Hydrology Study, Proposed Condition

Appendix 4 Soils Map Excerpt

Appendix 5 Hydrology Maps (Existing & Proposed) – in pocket

Appendix 6 FEMA Map

Appendix 7 Preliminary Analysis of Detention Requirements

Pacific Center 1 City of Anaheim, CA

1.0 INTRODUCTION

1.1 GEOGRAPHIC SETTING

The site, known as “Pacific Center”, is located in the easterly portion of the City of Anaheim at the southwest corner of La Palma Avenue and Tustin Avenue. It is bounded on the west by “Burlington Northern/Santa Fe Railroad” and on the south by The Riverside Freeway (Hwy. 91) and is only a few hundred feet north of The Santa Ana River. The site is presently occupied by several businesses, including a furniture store, a hotel, office buildings, a bank and several restaurants. See Project Site Location Map in Appendix 1.

1.2 PROJECT DESCRIPTION

The proposed project consists of 3 sites: Site ‘A’, Site ‘B’, and Site ‘C’. See Project Site Location Map in Appendix 1. Site ‘A’ and Site ‘B’ which covers only a portion of “Pacific Center,” consists of the addition of approximately 400 apartment units, covered parking structures, swimming pools and landscape improvements. Site ‘C’ consists of reconfiguring and reconstructing the existing retail parking lot and adding a building pad for future building. Existing retail businesses using this parking lot will remain.

1.3 PURPOSE OF THIS REPORT

The purpose of this report is to accomplish the following objectives:

• To determine pre-development and post-developed storm water discharges generated within the project area for determination of design feasibility, detention requirements, constructability and impact on existing facilities. (See Hydrology Studies in Appendix 2 and 3).

• To demonstrate that the "storm water" and "flood" protection goals as outlined in The Orange County Hydrology Manual can be met.

• To establish that there are no significant impacts to the surrounding facilities and properties because of this proposed development.

• To determine site detention requirements, if any, for the project.

• To provide data for the design of size storm water inlet/outlet and conveyance facilities to support the project.

Ponding exhibits, to meet secondary overflow requirements, will be provided on more detailed reports at Precise Grading Plan submittals.

1.4 REFERENCES

• Orange County Hydrology Manual, 1986

• Orange County Local Drainage Manual, 1986

• Record Plans, documents and GIS information from the City of Anaheim

• Record Plans, documents and GIS information from the County of Orange

• Record Plans and documents from Caltrans

• City of Anaheim “Master Plan of Drainage for North and West Santa Ana River Tributary Areas”

• City of Anaheim “Orange County Hydrology Manual Revisions, Deletions, and Additions,” August 2005

2.0 EXISTING TOPOGRAPHIC & HYDROLOGIC CONDITIONS

2.1 EXISTING TOPOGRAPHY

The project site is relatively flat with the highest point being at the northwest corner of the site at La Palma Avenue and the railroad. The site generally slopes southwesterly, but there is a small portion thereof that flows north to La Palma Avenue and east to Tustin Avenue. Except for a small underground storm drain (12” to 18”) along the southern boundary, public and/or underground storm drain facilities are practically non-existent on the site, as the site relies almost solely on surface drainage. The site is almost completely improved with buildings, parking, local streets and drives.

2.2 EXISTING ON-SITE DRAINAGE PATTERN AND FACILITIES

Refer to the Hydrology Maps in Appendix 5 for graphical locations of the items described in the following sections. Drainage on the site follows the existing topography of the land, with existing drainage patterns as follows: The general direction of flow of the site is from northeast to southwest where flow is delivered to the corner of the site near the intersection of Highway 91 and the railroad. The runoff from the site is transported almost entirely by surface devices – streets, drives, curb and gutters, “V” gutters, rectangular channels, etc. In addition to the “small” storm drain mentioned above, there exists near the southwest corner of the site, a double 24” RCP culvert (with headwalls) and a 42” RCP “stub” from the Highway 91 right-of-way. Portion of the existing retail area flows north to La Palma Avenue and east to Tustin Avenue. Majority of the runoff flows on the surface toward either curb & gutters or parkway culvert which directs the runoff to gutters on La Palma Avenue and Tustin Avenue. See Appendix 4 for Plate “A” of the Orange County Soil map, showing the hydrological soil type for the project as type A.

3.0 PROPOSED ON-SITE DRAINAGE FACILITIES The developed project matches the historic drainage pattern flow of the existing conditions, with the majority of the runoff heading toward the southwest corner of the site and a small portion (existing retail area) flowing toward either La Palma Avenue or Tustin Avenue. It is anticipated that flow originating on the site and moving on the surface southwesterly will be picked up in improved devices constructed along the west boundary (common with the railroad R/W) and directed to the south toward the existing 42” RCP storm drain pipe. It is also anticipated that two (2) east-to-west underground connector pipes will be constructed to convey flow from and through the new development to the proposed on-grade facilities to be constructed along the west boundary of the site.

A large majority of the Storm water runoff from this project will be conveyed and discharged into an existing detention basin at the southwest corner of the site. A small percentage of runoff will occur from the north side of the apartment building on site A. This runoff will be detained via an underground storage area and discharged at a rate not exceeding the existing runoff rate.

The preliminary sizing for the storage volume for this project was determined using the small area hydrograph as described in Section J of the Orange County hydrology manual. This estimation is sufficient for watersheds whose time of concentration is less than 25 minutes duration. This project meets the requirements for use of the small area hydrograph as Tc values are on the order of 15 minutes.

No record basin calculations are available for the current development. For purposes of this preliminary report a preliminary basin capacity analysis indicates that the current basin is adequately sized for the proposed development. A conservative value for the change in surface elevation during the peak 25-year storm event calculates at less than 6” using only the bottom area of the basin and disregarding the side slopes and extended “fingers” of the basin. The basin has a storage capacity of approximately 80,000 cubic feet before fully cresting at the culvert inlet. The basin appears to be sized for back to back storms, which is typical for control structures. See the basin capacity calculations at the end of appendix 7. A full depth/discharge analysis will be done for the final hydrology report to be submitted with the precise grading plan documents.

When the existing retail parking lot has been re-configured and re-constructed, a portion of the runoff will still surface drain towards La Palma Avenue and Tustin Avenue. The other portion of the retail parking lot will surface flow towards pervious pavement and bioretention planter which will infiltrate into the ground.

4.0 HYDROLOGY STUDY

4.1 STORM FREQUENCY

This study is intended to determine "local" discharges for use in the design of drainage pipes and storm runoff control structures. Consistent with the “Master Plan of Drainage for North and West Santa Ana River Tributary Areas,” a 25-year storm frequency was chosen as the minimum design criteria and piping design.

4.2 METHODOLOGY (HYDROLOGY AND HYDRAULICS)

This study utilizes Orange County Hydrology Methodology to calculate the 10-, 25-, and 100-year flowrates for the study area. All three flowrates were used in the street flow hydraulics calculations. Only the 25-year was used to size storm drains, as required by the City of Anaheim Department of Public Works: Storm Drainage Manual for Public and Private Storm Drainage Facilities, August 2005.

AES software was used to determine storm runoff for 10-, 25-, and 100-year storm events.

FlowMaster software will be used to determine preliminary hydraulic calculations to determine if existing size of pipe will have sufficient capacity to collect all the on-site runoff for the proposed conditions.

W.S.P.G. Software will be utilized to determine the H.G.L. of the storm drain system.

Hydrologic studies are included within Appendices 2 and 3 of this report for the 10-, 25-, and 100-year return frequency storms. Note: Hydrology Maps are in Appendix 5.

5.0 DESIGN CRITERIA The proposed storm drain system(s) will be designed to be consistent with the goals and guidelines as presented in the Orange County Hydrology and the Orange County Local Drainage Manuals and City of Anaheim Master Plan of Drainage. Storm drain design, including catch basin openings, is based on a 25-year frequency for overflow conditions and each basin has an acceptable overflow path away from the adjacent buildings. Recommended design water surface elevations inside area drains shall be 0.5’ below inlet grate elevation when possible. Pipe size may not be decreased downstream without the City’s approval. Branching of flow is not allowed. Area drains and appurtenant piping shall be designed in conformance with the Orange County Hydraulics Manual, as amended by City of Anaheim “Drainage Manual for Public and Private Drainage Facilities” dated August 2005.

6.0 RESULTS AND CONCLUSIONS

6.1 CONCLUSIONS

The analysis provided in this report provides the following conclusions: Results of peak flows (Q) for each area can be seen on the Existing and Proposed Hydrology Maps (Appendix 5). The proposed site is using similar drainage patterns as existing.

Summary of Hydraulics

Hydraulic calculations for pipes sizes and catch basin opening sizes will be prepared based on W.S.P.G. software and submitted with the submission of Grading/Drainage Plans. Hydraulics calculations will be based on the 25-year event.

6.2 RUN-OFF COMPARISON CHART

Existing Development vs Proposed Development (Based on “Q” = 25 Year Event)

Item Existing Proposed Difference Mitigated Flowrates

Area Flowing to La Palma Ave

3.9 Ac. 3.7 Ac. − 0.2 Ac.

Area Flowing to Tustin Ave

1.9 Ac 0.3 Ac − 1.6 Ac

Area Flowing to S.W. Corner

21.3 Ac. 20.2 Ac. − 1.1 Ac.

Area Flowing to Infiltration

0.0 Ac 3.1 Ac + 2.0 Ac

Total Area of Watershed

27.1 Ac 27.3 Ac + 0.2 Ac

“Q” Flowing to La Palma Ave

10.9 cfs 6.9 cfs - 4.1 cfs N/A

“Q” Flowing to Tustin Ave

6.5 cfs 1.0 cfs − 5.5 cfs N/A

“Q” Flowing to Infiltration

0.0 cfs 11.5 cfs + 11.5 cfs

“Q” Flowing to S.W. Corner

42.2 cfs 48.2 cfs + 5.9 cfs 42±

Total “Q” of Watershed

59.6 cfs 67.6 cfs + 8.0 cfs 60±

Ownership of Watershed Area

Pacific Center 24.5 Ac.

Burlington Northern/Santa Fe Railroad 1.6 Ac.

Caltrans/City of Anaheim 0.9 Ac

Carl’s Jr. 0.2 Ac

Taco Bell 0.3 Ac

Total: 27.5 Ac.

7.0 APPENDICES

Appendix 1 Site Location Map Appendix 2 10-Year Hydrology Study, Existing Condition Appendix 2.1 25-Year Hydrology Study, Existing Condition Appendix 2.2 100-Year Hydrology Study, Existing Condition Appendix 3 10-Year Hydrology Study, Proposed Condition Appendix 3.1 25-Year Hydrology Study, Proposed Condition Appendix 3.2 100-Year Hydrology Study, Proposed Condition Appendix 4 Soils Map Excerpt Appendix 5 Hydrology Maps (Existing & Proposed) – in pocket Appendix 6 FEMA Map Appendix 7 Preliminary Analysis of Detention Requirements

APPENDIX 1

Site Location Map

HYDROLOGY REPORT February 2017

Project Site Location Map

APPENDIX 2

10-Year Hydrology Study, Existing Condition

PCEX10

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RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE

(Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION)

Ver. 21.0 Release Date: 06/01/2014 License ID 1355

Analysis prepared by:

Fuscoe Engineering

16795 Von Karman Ave

Suite 100

Irvine CA, 92606

************************** DESCRIPTION OF STUDY **************************

* PACIFIC CENTER - ANAHEIM *

* EXISTING HYDROLOGY *

* 10 YEAR EVENT *

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FILE NAME: PCEX10.DAT

TIME/DATE OF STUDY: 10:24 08/01/2017

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USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:

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--*TIME-OF-CONCENTRATION MODEL*--

USER SPECIFIED STORM EVENT(YEAR) = 10.00

SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00

SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90

*DATA BANK RAINFALL USED*

*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD*

*USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL*

HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR

NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)

=== ===== ========= ================= ====== ===== ====== ===== =======

1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150

GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 0.00 FEET

as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)

*PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN

UPSTREAM TRIBUTARY PIPE.*

*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED

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FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21

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>>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<

>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<<

PCEX10

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INITIAL SUBAREA FLOW-LENGTH(FEET) = 355.00

ELEVATION DATA: UPSTREAM(FEET) = 243.40 DOWNSTREAM(FEET) = 239.40

Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20

SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.809

* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.144

SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

COMMERCIAL A 0.87 0.40 0.100 32 7.81

PUBLIC PARK A 0.22 0.40 0.850 32 12.41

SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40

SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.251

SUBAREA RUNOFF(CFS) = 2.99

TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 2.99

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>>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<

>>>>>(STANDARD CURB SECTION USED)<<<<<

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UPSTREAM ELEVATION(FEET) = 239.40 DOWNSTREAM ELEVATION(FEET) = 238.50

STREET LENGTH(FEET) = 280.00 CURB HEIGHT(INCHES) = 6.0

STREET HALFWIDTH(FEET) = 40.00

DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00

INSIDE STREET CROSSFALL(DECIMAL) = 0.020

OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020

SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1

STREET PARKWAY CROSSFALL(DECIMAL) = 0.020

Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150

Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200

**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.93

STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.43

HALFSTREET FLOOD WIDTH(FEET) = 15.19

AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.62

PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.70

STREET FLOW TRAVEL TIME(MIN.) = 2.88 Tc(MIN.) = 10.69

SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

COMMERCIAL A 0.54 0.40 0.100 32

PUBLIC PARK A 0.31 0.40 0.850 32

SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 1.90

EFFECTIVE AREA(ACRES) = 1.94 AREA-AVERAGED Fm(INCH/HR) = 0.12

PCEX10

AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.30

END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.84

FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC.) = 0.74

LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 635.00 FEET.

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COMMERCIAL A 0.21 0.40 0.100 32

PUBLIC PARK A 0.22 0.40 0.850 32

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PCEX10

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>>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<<

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COMMERCIAL A 0.24 0.40 0.100 32 7.64

PUBLIC PARK A 0.14 0.40 0.850 32 12.13

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>>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<<

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UPSTREAM NODE ELEVATION(FEET) = 239.70

DOWNSTREAM NODE ELEVATION(FEET) = 239.20

CHANNEL LENGTH THRU SUBAREA(FEET) = 235.00

"V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080

PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150

PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000

MAXIMUM DEPTH(FEET) = 1.00

COMMERCIAL A 0.24 0.40 0.100 32

PUBLIC PARK A 0.54 0.40 0.850 32

TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.84

TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.10

AVERAGE FLOW DEPTH(FEET) = 0.25 FLOOD WIDTH(FEET) = 17.34

"V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.55 Tc(MIN.) = 11.18

PCEX10

END OF SUBAREA "V" GUTTER HYDRAULICS:

DEPTH(FEET) = 0.28 FLOOD WIDTH(FEET) = 19.77

FLOW VELOCITY(FEET/SEC.) = 1.15 DEPTH*VELOCITY(FT*FT/SEC) = 0.32

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COMMERCIAL A 0.49 0.40 0.100 32

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PCEX10

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COMMERCIAL A 1.10 0.40 0.100 32 8.66

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PCEX10

COMMERCIAL A 1.08 0.40 0.100 32

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>>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<<

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** MAIN STREAM CONFLUENCE DATA **

STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER

NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE

1 4.42 13.55 2.293 0.40( 0.04) 0.10 2.2 30.00

** MEMORY BANK # 2 CONFLUENCE DATA **

1 3.23 13.11 2.337 0.40( 0.16) 0.41 1.7 20.00

** PEAK FLOW RATE TABLE **

1 7.59 13.11 2.337 0.40( 0.09) 0.24 3.8 20.00

2 7.58 13.55 2.293 0.40( 0.09) 0.23 3.8 30.00

TOTAL AREA(ACRES) = 3.8

COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 7.59 Tc(MIN.) = 13.110

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>>>>>CLEAR MEMORY BANK # 2 <<<<<

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PCEX10

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COMMERCIAL A 0.08 0.40 0.100 32

NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE

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1 7.59 13.89 2.260 0.40( 0.09) 0.23 3.8 20.00

2 7.58 14.33 2.220 0.40( 0.09) 0.23 3.9 30.00

1 4.79 12.69 2.381 0.40( 0.13) 0.34 2.4 10.00

PCEX10

1 12.10 12.69 2.381 0.40( 0.11) 0.27 5.9 10.00

2 12.12 13.89 2.260 0.40( 0.11) 0.27 6.2 20.00

3 12.03 14.33 2.220 0.40( 0.11) 0.27 6.3 30.00

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COMMERCIAL A 1.04 0.40 0.100 32

PCEX10

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COMMERCIAL A 0.68 0.40 0.100 32 9.13

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PCEX10

COMMERCIAL A 0.25 0.40 0.100 32

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COMMERCIAL A 1.73 0.40 0.100 32 9.36

PCEX10

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COMMERCIAL A 1.17 0.40 0.100 32

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1 6.73 10.76 2.617 0.40( 0.04) 0.10 2.9 43.00

1 2.04 11.85 2.476 0.40( 0.04) 0.10 0.9 40.00

PCEX10

1 8.68 10.76 2.617 0.40( 0.04) 0.10 3.7 43.00

2 8.40 11.85 2.476 0.40( 0.04) 0.10 3.8 40.00

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COMMERCIAL A 0.28 0.40 0.100 32

PCEX10

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COMMERCIAL A 0.70 0.40 0.100 32

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COMMERCIAL A 1.10 0.40 0.100 32

PCEX10

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>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<

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MAINLINE Tc(MIN.) = 15.72

COMMERCIAL A 0.33 0.40 0.100 32

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COMMERCIAL A 0.50 0.40 0.100 32

PCEX10

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1 11.51 17.79 1.962 0.40( 0.04) 0.10 6.7 43.00

2 11.24 18.94 1.892 0.40( 0.04) 0.10 6.7 40.00

1 12.72 15.26 2.142 0.40( 0.10) 0.25 6.9 10.00

2 12.73 16.46 2.051 0.40( 0.10) 0.25 7.2 20.00

3 12.66 16.91 2.020 0.40( 0.10) 0.25 7.3 30.00

1 23.51 15.26 2.142 0.40( 0.07) 0.18 12.6 10.00

2 23.88 16.46 2.051 0.40( 0.07) 0.18 13.4 20.00

3 23.92 16.91 2.020 0.40( 0.07) 0.18 13.6 30.00

4 23.78 17.79 1.962 0.40( 0.07) 0.18 14.0 43.00

5 23.05 18.94 1.892 0.40( 0.07) 0.18 14.1 40.00

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PCEX10

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>>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<<

>>>>>TRAVELTIME THRU SUBAREA<<<<<

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CHANNEL LENGTH THRU SUBAREA(FEET) = 145.00 CHANNEL SLOPE = 0.0131

CHANNEL FLOW THRU SUBAREA(CFS) = 23.92

FLOW VELOCITY(FEET/SEC) = 3.60 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL)

TRAVEL TIME(MIN.) = 0.67 Tc(MIN.) = 17.58

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PUBLIC PARK A 0.16 0.40 0.850 32

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COMMERCIAL A 1.25 0.40 0.100 32

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PCEX10

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PUBLIC PARK A 0.30 0.40 0.850 32

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COMMERCIAL A 0.84 0.40 0.100 32 8.25

PCEX10

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>>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<

>>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<<

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FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011

DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.9 INCHES

PIPE-FLOW VELOCITY(FEET/SEC.) = 3.64

GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1

PIPE-FLOW(CFS) = 2.27

PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 8.82

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COMMERCIAL A 1.28 0.40 0.100 32

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ASSUME FULL-FLOWING PIPELINE

PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA)

PCEX10

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COMMERCIAL A 1.63 0.40 0.100 32

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COMMERCIAL A 0.49 0.40 0.100 32

PCEX10

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COMMERCIAL A 0.31 0.40 0.100 32

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PUBLIC PARK A 0.19 0.40 0.850 32

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PCEX10

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PUBLIC PARK A 0.29 0.40 0.850 32

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1 10.72 13.39 2.308 0.40( 0.07) 0.17 5.0 50.00

1 25.48 17.46 1.983 0.40( 0.08) 0.20 14.3 10.00

2 25.77 18.66 1.909 0.40( 0.08) 0.19 15.1 20.00

3 25.79 19.10 1.883 0.40( 0.08) 0.19 15.4 30.00

4 25.61 19.99 1.835 0.40( 0.08) 0.19 15.7 43.00

5 24.83 21.16 1.776 0.40( 0.08) 0.19 15.8 40.00

PCEX10

1 33.60 13.39 2.308 0.40( 0.08) 0.19 16.0 50.00

2 34.64 17.46 1.983 0.40( 0.08) 0.19 19.4 10.00

3 34.58 18.66 1.909 0.40( 0.08) 0.19 20.1 20.00

4 34.48 19.10 1.883 0.40( 0.07) 0.19 20.4 30.00

5 34.06 19.99 1.835 0.40( 0.07) 0.19 20.7 43.00

6 33.01 21.16 1.776 0.40( 0.07) 0.19 20.8 40.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.53 0.40 0.850 32

****************************************************************************

----------------------------------------------------------------------------

PCEX10

============================================================================

PUBLIC PARK A 0.54 0.40 0.850 32 12.19

COMMERCIAL A 0.12 0.40 0.100 32 7.67

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.11 0.40 0.850 32

COMMERCIAL A 0.11 0.40 0.100 32

PCEX10

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.16 0.40 0.850 32

PCEX10

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.64 0.40 0.100 32 8.94

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.52 0.40 0.100 32

PCEX10

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.79 0.40 0.100 32 9.22

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.44 0.40 0.100 32

PCEX10

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 3.12 9.22 2.859 0.40( 0.04) 0.10 1.2 100.00

1 2.58 11.57 2.510 0.40( 0.04) 0.10 1.2 90.00

1 5.46 9.22 2.859 0.40( 0.04) 0.10 2.2 100.00

2 5.31 11.57 2.510 0.40( 0.04) 0.10 2.4 90.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX10

COMMERCIAL A 0.10 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.39 0.40 0.100 32 6.16

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX10

COMMERCIAL A 0.52 0.40 0.100 32 7.16

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.06 0.40 0.100 32 6.86

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.27 0.40 0.100 32 6.03

PCEX10

============================================================================

END OF STUDY SUMMARY:

TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03

EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04

PEAK FLOW RATE(CFS) = 0.88

============================================================================

END OF RATIONAL METHOD ANALYSIS

APPENDIX 2.1

PCEX25

____________________________________________________________________________

****************************************************************************

Fuscoe Engineering

Suite 100

Irvine CA, 92606

* 25 YEAR VEVENT *

**************************************************************************

============================================================================

=== ===== ========= ================= ====== ===== ====== ===== =======

1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150

****************************************************************************

----------------------------------------------------------------------------

PCEX25

============================================================================

COMMERCIAL A 0.87 0.40 0.100 32 7.81

PUBLIC PARK A 0.22 0.40 0.850 32 12.41

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.54 0.40 0.100 32

PUBLIC PARK A 0.31 0.40 0.850 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.21 0.40 0.100 32

PUBLIC PARK A 0.22 0.40 0.850 32

****************************************************************************

PCEX25

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.24 0.40 0.100 32 7.64

PUBLIC PARK A 0.14 0.40 0.850 32 12.13

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.24 0.40 0.100 32

PUBLIC PARK A 0.54 0.40 0.850 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.49 0.40 0.100 32

****************************************************************************

PCEX25

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.10 0.40 0.100 32 8.66

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX25

COMMERCIAL A 1.08 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 5.35 13.35 2.767 0.40( 0.04) 0.10 2.2 30.00

1 3.95 12.90 2.821 0.40( 0.16) 0.41 1.7 20.00

1 9.22 12.90 2.821 0.40( 0.09) 0.24 3.8 20.00

2 9.22 13.35 2.767 0.40( 0.09) 0.23 3.8 30.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.08 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 9.22 13.65 2.732 0.40( 0.09) 0.23 3.8 20.00

2 9.22 14.10 2.683 0.40( 0.09) 0.23 3.9 30.00

1 5.84 12.47 2.875 0.40( 0.13) 0.34 2.4 10.00

PCEX25

1 14.73 12.47 2.875 0.40( 0.11) 0.28 5.9 10.00

2 14.76 13.65 2.732 0.40( 0.11) 0.27 6.2 20.00

3 14.65 14.10 2.683 0.40( 0.11) 0.27 6.3 30.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.04 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.68 0.40 0.100 32 9.13

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX25

COMMERCIAL A 0.25 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.73 0.40 0.100 32 9.36

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.17 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 8.08 10.70 3.135 0.40( 0.04) 0.10 2.9 43.00

1 2.46 11.74 2.975 0.40( 0.04) 0.10 0.9 40.00

PCEX25

1 10.44 10.70 3.135 0.40( 0.04) 0.10 3.7 43.00

2 10.12 11.74 2.975 0.40( 0.04) 0.10 3.8 40.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.28 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.70 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.10 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.33 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.50 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 14.01 17.45 2.378 0.40( 0.04) 0.10 6.7 43.00

2 13.69 18.55 2.297 0.40( 0.04) 0.10 6.7 40.00

1 15.52 14.97 2.593 0.40( 0.10) 0.25 6.9 10.00

2 15.56 16.15 2.484 0.40( 0.10) 0.25 7.2 20.00

3 15.47 16.59 2.447 0.40( 0.10) 0.25 7.3 30.00

1 28.65 14.97 2.593 0.40( 0.07) 0.18 12.6 10.00

2 29.11 16.15 2.484 0.40( 0.07) 0.18 13.4 20.00

3 29.18 16.59 2.447 0.40( 0.07) 0.18 13.6 30.00

4 29.02 17.45 2.378 0.40( 0.07) 0.18 14.0 43.00

5 28.17 18.55 2.297 0.40( 0.07) 0.18 14.1 40.00

****************************************************************************

----------------------------------------------------------------------------

PCEX25

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.16 0.40 0.850 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.25 0.40 0.100 32

****************************************************************************

PCEX25

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.30 0.40 0.850 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.84 0.40 0.100 32 8.25

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.28 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.63 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.49 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.31 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.19 0.40 0.850 32

****************************************************************************

PCEX25

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.29 0.40 0.850 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 12.97 13.11 2.795 0.40( 0.07) 0.17 5.0 50.00

1 31.08 17.05 2.409 0.40( 0.08) 0.20 14.3 10.00

2 31.45 18.22 2.320 0.40( 0.08) 0.19 15.1 20.00

3 31.49 18.66 2.289 0.40( 0.08) 0.19 15.4 30.00

4 31.28 19.53 2.231 0.40( 0.08) 0.19 15.7 43.00

5 30.38 20.65 2.162 0.40( 0.08) 0.19 15.8 40.00

PCEX25

1 40.83 13.11 2.795 0.40( 0.08) 0.19 16.1 50.00

2 42.21 17.05 2.409 0.40( 0.08) 0.19 19.4 10.00

3 42.16 18.22 2.320 0.40( 0.08) 0.19 20.1 20.00

4 42.06 18.66 2.289 0.40( 0.07) 0.19 20.4 30.00

5 41.57 19.53 2.231 0.40( 0.07) 0.19 20.7 43.00

6 40.34 20.65 2.162 0.40( 0.07) 0.19 20.8 40.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.53 0.40 0.850 32

****************************************************************************

PCEX25

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.54 0.40 0.850 32 12.19

COMMERCIAL A 0.12 0.40 0.100 32 7.67

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.11 0.40 0.850 32

COMMERCIAL A 0.11 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PUBLIC PARK A 0.16 0.40 0.850 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.64 0.40 0.100 32 8.94

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.52 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.79 0.40 0.100 32 9.22

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.44 0.40 0.100 32

PCEX25

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 3.73 9.22 3.411 0.40( 0.04) 0.10 1.2 100.00

1 3.11 11.47 3.014 0.40( 0.04) 0.10 1.2 90.00

1 6.56 9.22 3.411 0.40( 0.04) 0.10 2.2 100.00

2 6.40 11.47 3.014 0.40( 0.04) 0.10 2.4 90.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX25

COMMERCIAL A 0.10 0.40 0.100 32

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.39 0.40 0.100 32 6.16

****************************************************************************

----------------------------------------------------------------------------

PCEX25

============================================================================

COMMERCIAL A 0.52 0.40 0.100 32 7.16

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.06 0.40 0.100 32 6.86

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.27 0.40 0.100 32 6.03

PCEX25

============================================================================

APPENDIX 2.2

PCEX100

____________________________________________________________________________

****************************************************************************

Fuscoe Engineering

Suite 100

Irvine CA, 92606

* 100 YEAR EVENT *

**************************************************************************

============================================================================

*ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD*

=== ===== ========= ================= ====== ===== ====== ===== =======

1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150

****************************************************************************

----------------------------------------------------------------------------

PCEX100

============================================================================

SUBAREA Tc AND LOSS RATE DATA(AMC III):

COMMERCIAL A 0.87 0.40 0.100 52 7.81

PUBLIC PARK A 0.22 0.40 0.850 52 12.41

****************************************************************************

----------------------------------------------------------------------------

============================================================================

SUBAREA LOSS RATE DATA(AMC III):

COMMERCIAL A 0.54 0.40 0.100 52

PUBLIC PARK A 0.31 0.40 0.850 52

PCEX100

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.21 0.40 0.100 52

PUBLIC PARK A 0.22 0.40 0.850 52

****************************************************************************

PCEX100

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.24 0.40 0.100 52 7.64

PUBLIC PARK A 0.14 0.40 0.850 52 12.13

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.24 0.40 0.100 52

PUBLIC PARK A 0.54 0.40 0.850 52

PCEX100

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.49 0.40 0.100 52

****************************************************************************

PCEX100

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.10 0.40 0.100 52 8.66

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX100

COMMERCIAL A 1.08 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 6.92 13.06 3.569 0.40( 0.04) 0.10 2.2 30.00

1 5.17 12.61 3.642 0.40( 0.16) 0.41 1.7 20.00

1 11.99 12.61 3.642 0.40( 0.09) 0.24 3.8 20.00

2 11.98 13.06 3.569 0.40( 0.09) 0.23 3.8 30.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX100

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.08 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 11.99 13.31 3.530 0.40( 0.09) 0.23 3.8 20.00

2 11.98 13.77 3.463 0.40( 0.09) 0.23 3.9 30.00

1 7.63 12.21 3.710 0.40( 0.13) 0.34 2.4 10.00

PCEX100

1 19.19 12.21 3.710 0.40( 0.11) 0.28 5.9 10.00

2 19.23 13.31 3.530 0.40( 0.11) 0.27 6.2 20.00

3 19.08 13.77 3.463 0.40( 0.11) 0.27 6.3 30.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.04 0.40 0.100 52

PCEX100

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.68 0.40 0.100 52 9.13

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX100

COMMERCIAL A 0.25 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.73 0.40 0.100 52 9.36

PCEX100

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.17 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 10.38 10.63 4.016 0.40( 0.04) 0.10 2.9 43.00

1 3.16 11.60 3.820 0.40( 0.04) 0.10 0.9 40.00

PCEX100

1 13.43 10.63 4.016 0.40( 0.04) 0.10 3.8 43.00

2 13.03 11.60 3.820 0.40( 0.04) 0.10 3.8 40.00

****************************************************************************

----------------------------------------------------------------------------

============================================================================

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.28 0.40 0.100 52

PCEX100

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.70 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 1.10 0.40 0.100 52

PCEX100

==>>ERROR:FLOW EXCEEDS CAPACITY OF CHANNEL WITH

NORMAL DEPTH EQUAL TO SPECIFIED MAXIMUM ALLOWABLE DEPTH.

AS AN APPROXIMATION, TRAVEL TIME CALCULATIONS ARE BASED

ON FLOW DEPTH EQUAL TO THE SPECIFIED MAXIMUM ALLOWABLE DEPTH.

****************************************************************************

----------------------------------------------------------------------------

============================================================================

COMMERCIAL A 0.33 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

PCEX100

COMMERCIAL A 0.50 0.40 0.100 52

****************************************************************************

----------------------------------------------------------------------------

============================================================================

1 18.16 16.99 3.069 0.40( 0.04) 0.10 6.7 43.00

2 17.76 18.02 2.968 0.40( 0.04) 0.10 6.7 40.00

1 20.26 14.59 3.350 0.40( 0.10) 0.25 6.9 10.00

2 20.30 15.70 3.212 0.40( 0.10) 0.25 7.2 20.00

3 20.16 16.16 3.159 0.40( 0.10) 0.25 7.3 30.00

1 37.30 14.59 3.350 0.40( 0.07) 0.18 12.6 10.00

2 37.87 15.70 3.212 0.40( 0.07) 0.18 13.4 20.00

3 37.95 16.16 3.159 0.40( 0.07) 0.18 13.7 30.00

4 37.73 16.99 3.069 0.40( 0.07) 0.18 14.0 43.00

5 36.67 18.02 2.968 0.40( 0.07) 0.18 14.1 40.00