Attachment 1q - Appendix F - Hydrology and WQMPPart-1 — Riverside City Council, September 15, 2026 (part 1 of 2)

La Sierra Alhambra Residential Project
CEQA Guidelines Section 15183 Consistency Checklist

FCS
Appendix F:

Hydrology and Water Quality Supporting
Information

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La Sierra Alhambra Residential Project
CEQA Guidelines Section 15183 Consistency Checklist

FCS
F.1 - Preliminary Hydrology and Hydraulics Report

THIS PAGE INTENTIONALLY LEFT BLANK
La Sierra & Alhambra
Preliminary Hydrology & Hydraulics
Report
6251 Alhambra Ave.

Riverside, CA 92505

November 2024

Prepared for:

Louisa Feletto
[email protected]
Meritage Homes
5 Peters Canyon Rd, Suite 310
Irvine, CA 92602
(949) 299-3833

Prepared by:

Kirk Myers, PE
[email protected]
Kimley-Horn and Associates, Inc.
3801 University Ave, Suite 300
Riverside, CA 92501
(951) 543-9868

KHA Project # 195261018

Kirkpatrick P. Myers, P.E. Date:

Table of Contents

1. Introduction ................................ ................................ ................................ ................................ ..... 3

1.1 Project Description ................................ ................................ ................................ ................. 3

1.2 Methodology ................................ ................................ ................................ .......................... 3

2. Drainage Characteristics ................................ ................................ ................................ .................. 4

2.1 Existing Conditions ................................ ................................ ................................ ................ 4

2.2 Proposed Conditions ................................ ................................ ................................ ............... 5

3. Hydraulic Analysis ................................ ................................ ................................ .......................... 6

3.1 Detention Calculations ................................ ................................ ................................ ............ 6

3.2 Storm Drain Pipe Calculations ................................ ................................ ................................ 6

3.3 Catch Basin Sizing ................................ ................................ ................................ .................. 7

4. Conclusion ................................ ................................ ................................ ................................ ...... 7 Appendix A: Existing Conditions ................................ ................................ ................................ ............ 8 Appendix B: Proposed Conditions ................................ ................................ ................................ ........... 9 Appendix C: Detention Calculations ................................ ................................ ................................ ...... 10 Appendix D: Drainage Structure Calculations ................................ ................................ ........................ 11 Appendix E: References ................................ ................................ ................................ ........................ 12 Appendix F: Geotechnical Report ................................ ................................ ................................ .......... 13

1. Introduction
Kimley-Horn and Associates has been retained to prepare a Final Hydrology Report for the proposed MLC La Sierra project in the City of Riverside. The purpose of this report is to demonstrate preliminary analysis of the hydrologic and hydraulic conditions associated with the development of the project site. To do so, the following is the scope of this report:
• Analyze the pre-development discharge patterns and points • Discuss the post-development discharge patterns and points • Determine the post-development un-mitigated flow rates for the 100-year events • Analyze the post-development mitigation
• Demonstrate satisfaction of post-development mitigated flow rates • Demonstrate compliance with the flood protection criteria Even though this report discusses stormwater, this report is not a Stormwater Pollution Prevention Plan (SWPPP), a Groundwater Study, a Geotechnical Report, nor a Water Quality Management Plan (WQMP). Each of these separate reports discusses separate aspec ts of stormwater. Portions of the Geotechnical Report are utilized and referenced for the purpose of this report. Similarly, the requirements of the WQMP are considered for the stormwater mitigation and sizing of outlet structures for this project.

1.1 Project Description
The MLC La Sierra development will include single -family housing with associated residential landscaping, concrete hardscape and asphalt paving community streets. The site is located southwest of La Sierra Avenue , between Alhambra Avenue and Francisco Place in the City of Riverside, within Riverside County. For reference, see Appendix A.

The associated improvements include, but are not limited to onsite and offsite grading, domestic water service, sanitary sewer service, storm drain infrastructure, street improvements, concrete and asphalt pavement, landscaping and irrigation. The proposed development is approximately 9.87 - acres. The proposed single -family residential lots will be homeowner maintained. The private streets, open space, common area landscape, park amenities, and storm drain infrastructure onsite will be maintained by the futu re homeowner’s association. Public streets and public storm drain systems will be maintained by the City of Riverside.

1.2 Methodology
The hydrologic and hydraulic analyses were completed following the methods outlined in the RCFC & WCD Hydrology Manual. The unit hydrograph method was used to determine the hydrograph volumes and peak flows for the 1 00-year, 1-hour, 3-hour, and 24 -hour storm event durations using the CivilD Unit Hydrograph Riverside County software. The results of the analyses are included in Appendix B. Per the Riverside County Hydraulic Manual (202 4), Bentley’s PondPack V8i was used to complete the basin routing using the Modified Pul’s Method. The results of the analyses are included in Appendix C.

The rainfall data used for the analyses is important for the flow and runoff results. For the unit hydrograph analysis, point precipitation data based upon the NOAA 14 Atlas for rainfall depth and intensity. See Appendix E for more information.

The type of soil and soil conditions are major factors affecting infiltration and resultant storm water runoff. The Natural Resources Conservation Service (NRCS) has classified soil into one general hydrologic soil group for comparing infiltration and runoff rates. The group is based on properties that influence runoff, such as water infiltration rate, texture, natural discharge and moisture condition. The runoff potential is based on the amount of runoff at the end of a long duration storm that occurs afte r wetting and swelling of the soil not protected by vegetation. Using the United States Department of Agriculture Natural Resources Conservation Service Web Soil Survey online tool and the Stormwater Facility Mapping online tool for Riverside County, it was determined the predominant hydrologic soil group classification is B. Soil group B is defined as soils having moderate infiltration rates (moderate runoff potential). These soils have a moderate rate of water transmission. The Geotechnical Report from SA Geotechnical Inc. dated December 22, 2023, measured an average infiltration rate of 1 in/hr for the site. A factor of safety of 3 was applied to achieve a design infiltration rate of 0.33 in/hr. See Appendix F for the soils information.

In addition, antecedent moisture condition (AMC) III was used to compute the 100-year peak flows based on the hydrology manual. The land use for the proposed drainage subareas were selected based on the percent impervious that characterizes each subarea in the proposed conditions. See Appendix C Plate D -5.6 for the impervious p ercentages that correspond to each land use. The combination of the soil and coverage type was used as the basis for selecting the appropriate curve numbers used to calculate the soil loss rates. See Appendix E for reference.

2. Drainage Characteristics
The site is located in Zone X per the Federal Emergency Management Administration (FEMA) Flood Insurance Rate Map (FIRM) panel 06065C0684G, dated August 28, 2008. Flood Zone X is defined by FEMA as the area determined to be outside the 100 -year flood. No portion of the site is located within the special flood hazard area inundated by the 100-year flood.

For reference, see Appendix E for the FIRM Map.

2.1 Existing Conditions
The existing condition of the project site is predominantly vacant, and land cover consists mostly of dirt and light vegetation. There are 4 existing residential buildings on the site. On site drainage currently sheet flows in a south easterly direction towards the intersection of La Sierra Avenue and Francisco Place. Under existing conditions, the site is accepting 0.91 acres of offsite flows from the west hillside area below Alhambra Avenue. Onsite and offsite flows are transported along La Sierra Avenue via curb inlets and are collected by existing storm drains and discharge into an existing 36” RCP storm drain line.

See Appendix A for the Existing Hydrology Exhibit. A summary of the existing peak flows can be found in Table 1 below.

Table 1: Summary of Existing peak flows.

Drainage Area Area (ac) 100-yr 1-hr peak
flow (cfs)
100-yr 3-hr peak
flow (cfs)
100-yr 24-hr
peak flow (cfs)
A & OFF-1 10.79 26.24 15.34 5.96
Total 10.79 26.24 15.34 5.96

2.2 Proposed Conditions
Under the proposed condition, the project site will include two drainage areas (DA), A and C. The drainage area s will be sub-divided based on the proposed site grading and the location of the proposed storm drain inlets.

DA A1.1-1.7 will include approximately 7.79 acres along the easterly (Plan South) part of the site.

Onsite flows will drain to proposed catch basins along the residential streets which will collect into several proposed catch basins. Flows from these catch basins will then discharge into a proposed underground stormwater infiltration chamber ( DMA A Basin South). Overflows will exit the infiltration chambers and continue to the downstream modular wetland system (MWS) to treat the remainder of the design capture water quality volume (DCV) that could not be retained within the infiltration chambers due to the maximum 48-hour drawdown. Overflows above the water quality depth in the infiltration chambers will bypass the modular wetland system and discharge to the existing 36” RCP storm drain along La Sierra Ave via a proposed lateral connection.

DA A-OFF will include approximately 0.74 acres of the existing offsite run -on that is diverted along a proposed site wall prior to sheet flowing onto private Street A. Flows from DA A -OFF will be accepted onsite and r outed through the proposed storm drain. Flow patterns will mirror those described for DA A1.1-A1.7 above.

DA C will include approximately 2.07 acres located along the northwesterly (Plan East) part of the site. The onsite flows will sheet flow to the hydraulically connected open bioretention basins (DMA C Basin East) for water quality treatment and flow att enuation. Overflows will exit the bioretention basins via a riser structure, and eventually discharge into the existing 36” RCP storm drain along La Sierra Ave via a proposed lateral connection to the existing manhole.

DA C-OFF will include approximately 0. 17 acres of the existing offsite run -on that sheet flows into the proposed bioretention basins. Flows from DA C-OFF will be accepted onsite and routed through the proposed bioretention basins. Flow patterns will mirror those described for DA C above.

Table 2 shows a summary of the proposed unmitigated hydrologic flows for the 100 -year storm events. See Appendix B for the P roposed Hydrology Exhibit and Proposed Unit Hydrograph Calculations.

Table 2: Summary of Proposed peak flows (unmitigated)
Drainage Area Area (ac) 100-yr 1-hr peak
flow (cfs)
100-yr 3-hr peak
flow (cfs)
100-yr 24-hr
peak flow (cfs)
A1.1-1.7 & A-OFF 8.54 27.5 14.42 5.33
C & C-OFF 2.24 7.21 12.14 1.4
Total 10.78 34.71 18.20 6.73

3. Hydraulic Analysis

3.1 Detention Calculations
As discussed in the post -development condition section, there is one proposed underground infiltration chamber system (DMA A Basin South) and one proposed bioretention basin (DMA C Basin East). Overflows from both Basin South and Basin North will overflow via proposed storm drain laterals into the existing 36” RCP storm drain line along La Sierra Avenue.

An orifice -weir plate will be placed in the downstream manhole of the DMA A Basin South underground infiltration chambers with two orifices and one weir to control the outflow from the basin. A 12” perpendicular orifice will be placed at the maximum 48-hr drawdown depth of 1.33ft from the bottom of the system to allow for the remainder of the water quality volume to be treated via the downstream modular wetland system (MWS). A 2.5’L x 0.5’H perpendicular orifice will be placed at a height of 3.83ft from the bottom to allow for overflows above the unreliably retained water quality volume height to bypass the modular wetland system. A 3ft long weir will be placed at a height of 4.76ft from the bottom to control the remainder of the discharge below the existing peak flows.

Overflows from DMA C Basin East will overflow via a riser structure in the basin and will also discharge into the 36” RCP storm drain line along La Sierra Ave . The proposed basin and riser combinations are also designed to attenuate peak flows for up to the existing 100-year 24-hour storm event.

Table 3 shows a summary of the proposed mitigated flows for the 100-year storm event s. See Appendix C for the full calculations.

Table 3: Summary of Proposed peak flows (mitigated)
Drainage Area Area (ac) 100-yr 1-hr peak
flow (cfs)
100-yr 3-hr peak
flow (cfs)
100-yr 24-hr
peak flow (cfs)
A1.1-1.7 & A-OFF 8.54 20.08 12.18 4.66
C & C-OFF 2.24 3.45 2.24 1.21
Total 10.78 23.53 14.42 5.87

3.2 Storm Drain Pipe Calculations
Hydraulic calculations for storm drainpipes will be completed during final design. Each proposed storm drain lateral will be sized to convey the unmitigated 100 -year peak flow from the rational method calculations while maintaining the hydraulic gradeline below the proposed ground surface elevation.

3.3 Catch Basin Sizing
Each proposed catch basin will be sized using FlowMaster to convey the 100-year peak flow from the rational method calculations during final design. Each inlet will be sized to maintain the 100 - year ponding depth below the right -of-way elevation and below finished floor elevations. Inlets will include a clogging factor of 50%.

4. Conclusion
As a result of the hydrology, and hydraulic analysis, the proposed Project demonstrates compliance with the following:

• Sizing of the Project infiltration system to the extent necessary to limit peak flows to a level equal to, or less than the Project’s existing conditions peak flows. • Hydraulic sizing of the on-site Project pipe collection system will be completed during final design.
• Hydraulic sizing of the on-site Project catch basins will be completed during final design.

Appendix A: Existing Conditions

LA SIERRA AVE. & ALHAMBRA AVE. TENTATIVE TRACT MAP 39008 FOR REVIEW6

CITY OF RIVERSIDEEXISTINGLA SIERRAHYDROLOGY EXHIBIT
LEGEND

ARLINGTON AVE

LA SIERRA AVE

MAGNOLIA AVEVAN BUREN BLVDRIVERSIDE FWY W

ONTARIO FWY S

PROMENADE AVE

TYLER ST

VICINITY MAP
EXISTING HYDROLOGY EXHIBIT11 LA SIERRA AVE.

ALHAMBRA AVE.

U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 10/24/24 File: LSE1100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6658
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
---------------------------------------------------------------------

LA SIERRA
100YR EXISTING UH

KIMLEY-HORN
1-HR
-------------------------------------------------------------------- Drainage Area = 10.79(Ac.) = 0.017 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 10.79(Ac.) =

0.017 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.167 Hr.

Lag time = 10.02 Min.
25% of lag time = 2.51 Min.
40% of lag time = 4.01 Min.

Unit time = 5.00 Min.

Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

10.79 0.46 4.96
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

10.79 1.24 13.38
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.460(In)
Area Averaged 100-Year Rainfall = 1.240(In)
Point rain (area averaged) = 1.240(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 1.240(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

10.790 75.00 0.000
Total Area Entered = 10.79(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

LA SIERRA
100YR EXISTING UH

KIMLEY-HORN
3HR
-------------------------------------------------------------------- Drainage Area = 10.79(Ac.) = 0.017 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 10.79(Ac.) =

0.017 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.167 Hr.

Lag time = 10.02 Min.
25% of lag time = 2.51 Min.
40% of lag time = 4.01 Min.

Unit time = 5.00 Min.

Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

10.79 0.79 8.52
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

10.79 1.97 21.26
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.790(In)
Area Averaged 100-Year Rainfall = 1.970(In)
Point rain (area averaged) = 1.970(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 1.970(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

10.790 75.00 0.000
Total Area Entered = 10.79(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

LA SIERRA
100YR EXISTING UH

KIMLEY-HORN
24HR
-------------------------------------------------------------------- Drainage Area = 10.79(Ac.) = 0.017 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 10.79(Ac.) =

0.017 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.167 Hr.

Lag time = 10.02 Min.
25% of lag time = 2.51 Min.
40% of lag time = 4.01 Min.

Unit time = 5.00 Min.

Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

10.79 1.92 20.72
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

10.79 5.07 54.71
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.920(In)
Area Averaged 100-Year Rainfall = 5.070(In)
Point rain (area averaged) = 5.070(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 5.070(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

10.790 75.00 0.000
Total Area Entered = 10.79(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

75.0 88.0 0.153 0.000 0.153 1.000 0.153 Sum (F) = 0.153
Area averaged mean soil loss (F) (In/Hr) = 0.153
Minimum soil loss rate ((In/Hr)) = 0.076
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
--------------------------------------------------------------------- U n i t H y d r o g r a p h
FOOTHILL S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) --------------------------------------------------------------------- 1 0.083 49.900 4.268 0.464 2 0.167 99.800 20.157 2.192 3 0.250 149.701 38.274 4.162 4 0.333 199.601 14.703 1.599 5 0.417 249.501 8.389 0.912 6 0.500 299.401 5.461 0.594 7 0.583 349.301 3.612 0.393 8 0.667 399.202 2.236 0.243 9 0.750 449.102 1.090 0.119 10 0.833 499.002 0.551 0.060 11 0.917 548.902 0.403 0.044 12 1.000 598.802 0.347 0.038 13 1.083 648.703 0.304 0.033 14 1.167 698.603 0.152 0.017 15 1.250 748.503 0.053 0.006 Sum = 100.000 Sum= 10.874
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr) 1 0.08 0.07 0.041 ( 0.271) 0.037 0.004 2 0.17 0.07 0.041 ( 0.270) 0.037 0.004 3 0.25 0.07 0.041 ( 0.269) 0.037 0.004 4 0.33 0.10 0.061 ( 0.268) 0.055 0.006 5 0.42 0.10 0.061 ( 0.267) 0.055 0.006 6 0.50 0.10 0.061 ( 0.266) 0.055 0.006 7 0.58 0.10 0.061 ( 0.265) 0.055 0.006 8 0.67 0.10 0.061 ( 0.264) 0.055 0.006 9 0.75 0.10 0.061 ( 0.263) 0.055 0.006 10 0.83 0.13 0.081 ( 0.262) 0.073 0.008 11 0.92 0.13 0.081 ( 0.260) 0.073 0.008 12 1.00 0.13 0.081 ( 0.259) 0.073 0.008 13 1.08 0.10 0.061 ( 0.258) 0.055 0.006 14 1.17 0.10 0.061 ( 0.257) 0.055 0.006 15 1.25 0.10 0.061 ( 0.256) 0.055 0.006 16 1.33 0.10 0.061 ( 0.255) 0.055 0.006 17 1.42 0.10 0.061 ( 0.254) 0.055 0.006 18 1.50 0.10 0.061 ( 0.253) 0.055 0.006 19 1.58 0.10 0.061 ( 0.252) 0.055 0.006 20 1.67 0.10 0.061 ( 0.251) 0.055 0.006 21 1.75 0.10 0.061 ( 0.250) 0.055 0.006 22 1.83 0.13 0.081 ( 0.249) 0.073 0.008 23 1.92 0.13 0.081 ( 0.248) 0.073 0.008 24 2.00 0.13 0.081 ( 0.247) 0.073 0.008 25 2.08 0.13 0.081 ( 0.246) 0.073 0.008 26 2.17 0.13 0.081 ( 0.245) 0.073 0.008 27 2.25 0.13 0.081 ( 0.244) 0.073 0.008 28 2.33 0.13 0.081 ( 0.243) 0.073 0.008 29 2.42 0.13 0.081 ( 0.242) 0.073 0.008 30 2.50 0.13 0.081 ( 0.241) 0.073 0.008 31 2.58 0.17 0.101 ( 0.240) 0.091 0.010 32 2.67 0.17 0.101 ( 0.239) 0.091 0.010 33 2.75 0.17 0.101 ( 0.238) 0.091 0.010 34 2.83 0.17 0.101 ( 0.237) 0.091 0.010 35 2.92 0.17 0.101 ( 0.236) 0.091 0.010 36 3.00 0.17 0.101 ( 0.235) 0.091 0.010 37 3.08 0.17 0.101 ( 0.234) 0.091 0.010 38 3.17 0.17 0.101 ( 0.233) 0.091 0.010 39 3.25 0.17 0.101 ( 0.233) 0.091 0.010 40 3.33 0.17 0.101 ( 0.232) 0.091 0.010 41 3.42 0.17 0.101 ( 0.231) 0.091 0.010 42 3.50 0.17 0.101 ( 0.230) 0.091 0.010 43 3.58 0.17 0.101 ( 0.229) 0.091 0.010 44 3.67 0.17 0.101 ( 0.228) 0.091 0.010 45 3.75 0.17 0.101 ( 0.227) 0.091 0.010 46 3.83 0.20 0.122 ( 0.226) 0.110 0.012 47 3.92 0.20 0.122 ( 0.225) 0.110 0.012 48 4.00 0.20 0.122 ( 0.224) 0.110 0.012 49 4.08 0.20 0.122 ( 0.223) 0.110 0.012 50 4.17 0.20 0.122 ( 0.222) 0.110 0.012 51 4.25 0.20 0.122 ( 0.221) 0.110 0.012 52 4.33 0.23 0.142 ( 0.220) 0.128 0.014 53 4.42 0.23 0.142 ( 0.219) 0.128 0.014 54 4.50 0.23 0.142 ( 0.218) 0.128 0.014 55 4.58 0.23 0.142 ( 0.217) 0.128 0.014 56 4.67 0.23 0.142 ( 0.216) 0.128 0.014 57 4.75 0.23 0.142 ( 0.215) 0.128 0.014 58 4.83 0.27 0.162 ( 0.214) 0.146 0.016 59 4.92 0.27 0.162 ( 0.214) 0.146 0.016 60 5.00 0.27 0.162 ( 0.213) 0.146 0.016 61 5.08 0.20 0.122 ( 0.212) 0.110 0.012 62 5.17 0.20 0.122 ( 0.211) 0.110 0.012 63 5.25 0.20 0.122 ( 0.210) 0.110 0.012 64 5.33 0.23 0.142 ( 0.209) 0.128 0.014 65 5.42 0.23 0.142 ( 0.208) 0.128 0.014 66 5.50 0.23 0.142 ( 0.207) 0.128 0.014 67 5.58 0.27 0.162 ( 0.206) 0.146 0.016 68 5.67 0.27 0.162 ( 0.205) 0.146 0.016 69 5.75 0.27 0.162 ( 0.204) 0.146 0.016 70 5.83 0.27 0.162 ( 0.203) 0.146 0.016 71 5.92 0.27 0.162 ( 0.203) 0.146 0.016 72 6.00 0.27 0.162 ( 0.202) 0.146 0.016 73 6.08 0.30 0.183 ( 0.201) 0.164 0.018 74 6.17 0.30 0.183 ( 0.200) 0.164 0.018 75 6.25 0.30 0.183 ( 0.199) 0.164 0.018 76 6.33 0.30 0.183 ( 0.198) 0.164 0.018 77 6.42 0.30 0.183 ( 0.197) 0.164 0.018 78 6.50 0.30 0.183 ( 0.196) 0.164 0.018 79 6.58 0.33 0.203 ( 0.195) 0.183 0.020 80 6.67 0.33 0.203 ( 0.195) 0.183 0.020 81 6.75 0.33 0.203 ( 0.194) 0.183 0.020 82 6.83 0.33 0.203 ( 0.193) 0.183 0.020 83 6.92 0.33 0.203 ( 0.192) 0.183 0.020 84 7.00 0.33 0.203 ( 0.191) 0.183 0.020 85 7.08 0.33 0.203 ( 0.190) 0.183 0.020 86 7.17 0.33 0.203 ( 0.189) 0.183 0.020 87 7.25 0.33 0.203 ( 0.188) 0.183 0.020 88 7.33 0.37 0.223 0.188 ( 0.201) 0.035 89 7.42 0.37 0.223 0.187 ( 0.201) 0.036 90 7.50 0.37 0.223 0.186 ( 0.201) 0.037 91 7.58 0.40 0.243 0.185 ( 0.219) 0.058 92 7.67 0.40 0.243 0.184 ( 0.219) 0.059 93 7.75 0.40 0.243 0.183 ( 0.219) 0.060 94 7.83 0.43 0.264 0.183 ( 0.237) 0.081 95 7.92 0.43 0.264 0.182 ( 0.237) 0.082 96 8.00 0.43 0.264 0.181 ( 0.237) 0.083 97 8.08 0.50 0.304 0.180 ( 0.274) 0.124 98 8.17 0.50 0.304 0.179 ( 0.274) 0.125 99 8.25 0.50 0.304 0.178 ( 0.274) 0.126 100 8.33 0.50 0.304 0.177 ( 0.274) 0.127 101 8.42 0.50 0.304 0.177 ( 0.274) 0.128 102 8.50 0.50 0.304 0.176 ( 0.274) 0.128 103 8.58 0.53 0.324 0.175 ( 0.292) 0.149 104 8.67 0.53 0.324 0.174 ( 0.292) 0.150 105 8.75 0.53 0.324 0.173 ( 0.292) 0.151 106 8.83 0.57 0.345 0.173 ( 0.310) 0.172 107 8.92 0.57 0.345 0.172 ( 0.310) 0.173 108 9.00 0.57 0.345 0.171 ( 0.310) 0.174 109 9.08 0.63 0.385 0.170 ( 0.347) 0.215 110 9.17 0.63 0.385 0.169 ( 0.347) 0.216 111 9.25 0.63 0.385 0.168 ( 0.347) 0.217 112 9.33 0.67 0.406 0.168 ( 0.365) 0.238 113 9.42 0.67 0.406 0.167 ( 0.365) 0.239 114 9.50 0.67 0.406 0.166 ( 0.365) 0.239 115 9.58 0.70 0.426 0.165 ( 0.383) 0.261 116 9.67 0.70 0.426 0.165 ( 0.383) 0.261 117 9.75 0.70 0.426 0.164 ( 0.383) 0.262 118 9.83 0.73 0.446 0.163 ( 0.402) 0.283 119 9.92 0.73 0.446 0.162 ( 0.402) 0.284 120 10.00 0.73 0.446 0.161 ( 0.402) 0.285 121 10.08 0.50 0.304 0.161 ( 0.274) 0.144 122 10.17 0.50 0.304 0.160 ( 0.274) 0.144 123 10.25 0.50 0.304 0.159 ( 0.274) 0.145 124 10.33 0.50 0.304 0.158 ( 0.274) 0.146 125 10.42 0.50 0.304 0.157 ( 0.274) 0.147 126 10.50 0.50 0.304 0.157 ( 0.274) 0.147 127 10.58 0.67 0.406 0.156 ( 0.365) 0.250 128 10.67 0.67 0.406 0.155 ( 0.365) 0.250 129 10.75 0.67 0.406 0.154 ( 0.365) 0.251 130 10.83 0.67 0.406 0.154 ( 0.365) 0.252 131 10.92 0.67 0.406 0.153 ( 0.365) 0.253 132 11.00 0.67 0.406 0.152 ( 0.365) 0.253 133 11.08 0.63 0.385 0.151 ( 0.347) 0.234 134 11.17 0.63 0.385 0.151 ( 0.347) 0.235 135 11.25 0.63 0.385 0.150 ( 0.347) 0.235 136 11.33 0.63 0.385 0.149 ( 0.347) 0.236 137 11.42 0.63 0.385 0.148 ( 0.347) 0.237 138 11.50 0.63 0.385 0.148 ( 0.347) 0.238 139 11.58 0.57 0.345 0.147 ( 0.310) 0.198 140 11.67 0.57 0.345 0.146 ( 0.310) 0.199 141 11.75 0.57 0.345 0.146 ( 0.310) 0.199 142 11.83 0.60 0.365 0.145 ( 0.329) 0.220 143 11.92 0.60 0.365 0.144 ( 0.329) 0.221 144 12.00 0.60 0.365 0.143 ( 0.329) 0.222 145 12.08 0.83 0.507 0.143 ( 0.456) 0.364 146 12.17 0.83 0.507 0.142 ( 0.456) 0.365 147 12.25 0.83 0.507 0.141 ( 0.456) 0.366 148 12.33 0.87 0.527 0.141 ( 0.475) 0.387 149 12.42 0.87 0.527 0.140 ( 0.475) 0.387 150 12.50 0.87 0.527 0.139 ( 0.475) 0.388 151 12.58 0.93 0.568 0.138 ( 0.511) 0.429 152 12.67 0.93 0.568 0.138 ( 0.511) 0.430 153 12.75 0.93 0.568 0.137 ( 0.511) 0.431 154 12.83 0.97 0.588 0.136 ( 0.529) 0.452 155 12.92 0.97 0.588 0.136 ( 0.529) 0.452 156 13.00 0.97 0.588 0.135 ( 0.529) 0.453 157 13.08 1.13 0.690 0.134 ( 0.621) 0.555 158 13.17 1.13 0.690 0.134 ( 0.621) 0.556 159 13.25 1.13 0.690 0.133 ( 0.621) 0.557 160 13.33 1.13 0.690 0.132 ( 0.621) 0.557 161 13.42 1.13 0.690 0.132 ( 0.621) 0.558 162 13.50 1.13 0.690 0.131 ( 0.621) 0.559 163 13.58 0.77 0.466 0.130 ( 0.420) 0.336 164 13.67 0.77 0.466 0.130 ( 0.420) 0.337 165 13.75 0.77 0.466 0.129 ( 0.420) 0.338 166 13.83 0.77 0.466 0.128 ( 0.420) 0.338 167 13.92 0.77 0.466 0.128 ( 0.420) 0.339 168 14.00 0.77 0.466 0.127 ( 0.420) 0.340 169 14.08 0.90 0.548 0.126 ( 0.493) 0.421 170 14.17 0.90 0.548 0.126 ( 0.493) 0.422 171 14.25 0.90 0.548 0.125 ( 0.493) 0.423 172 14.33 0.87 0.527 0.124 ( 0.475) 0.403 173 14.42 0.87 0.527 0.124 ( 0.475) 0.404 174 14.50 0.87 0.527 0.123 ( 0.475) 0.404 175 14.58 0.87 0.527 0.122 ( 0.475) 0.405 176 14.67 0.87 0.527 0.122 ( 0.475) 0.405 177 14.75 0.87 0.527 0.121 ( 0.475) 0.406 178 14.83 0.83 0.507 0.121 ( 0.456) 0.386 179 14.92 0.83 0.507 0.120 ( 0.456) 0.387 180 15.00 0.83 0.507 0.119 ( 0.456) 0.388 181 15.08 0.80 0.487 0.119 ( 0.438) 0.368 182 15.17 0.80 0.487 0.118 ( 0.438) 0.369 183 15.25 0.80 0.487 0.118 ( 0.438) 0.369 184 15.33 0.77 0.466 0.117 ( 0.420) 0.350 185 15.42 0.77 0.466 0.116 ( 0.420) 0.350 186 15.50 0.77 0.466 0.116 ( 0.420) 0.351 187 15.58 0.63 0.385 0.115 ( 0.347) 0.270 188 15.67 0.63 0.385 0.115 ( 0.347) 0.271 189 15.75 0.63 0.385 0.114 ( 0.347) 0.271 190 15.83 0.63 0.385 0.113 ( 0.347) 0.272 191 15.92 0.63 0.385 0.113 ( 0.347) 0.273 192 16.00 0.63 0.385 0.112 ( 0.347) 0.273 193 16.08 0.13 0.081 ( 0.112) 0.073 0.008 194 16.17 0.13 0.081 ( 0.111) 0.073 0.008 195 16.25 0.13 0.081 ( 0.110) 0.073 0.008 196 16.33 0.13 0.081 ( 0.110) 0.073 0.008 197 16.42 0.13 0.081 ( 0.109) 0.073 0.008 198 16.50 0.13 0.081 ( 0.109) 0.073 0.008 199 16.58 0.10 0.061 ( 0.108) 0.055 0.006 200 16.67 0.10 0.061 ( 0.108) 0.055 0.006 201 16.75 0.10 0.061 ( 0.107) 0.055 0.006 202 16.83 0.10 0.061 ( 0.107) 0.055 0.006 203 16.92 0.10 0.061 ( 0.106) 0.055 0.006 204 17.00 0.10 0.061 ( 0.106) 0.055 0.006 205 17.08 0.17 0.101 ( 0.105) 0.091 0.010 206 17.17 0.17 0.101 ( 0.104) 0.091 0.010 207 17.25 0.17 0.101 ( 0.104) 0.091 0.010 208 17.33 0.17 0.101 ( 0.103) 0.091 0.010 209 17.42 0.17 0.101 ( 0.103) 0.091 0.010 210 17.50 0.17 0.101 ( 0.102) 0.091 0.010 211 17.58 0.17 0.101 ( 0.102) 0.091 0.010 212 17.67 0.17 0.101 ( 0.101) 0.091 0.010 213 17.75 0.17 0.101 ( 0.101) 0.091 0.010 214 17.83 0.13 0.081 ( 0.100) 0.073 0.008 215 17.92 0.13 0.081 ( 0.100) 0.073 0.008 216 18.00 0.13 0.081 ( 0.099) 0.073 0.008 217 18.08 0.13 0.081 ( 0.099) 0.073 0.008 218 18.17 0.13 0.081 ( 0.098) 0.073 0.008 219 18.25 0.13 0.081 ( 0.098) 0.073 0.008 220 18.33 0.13 0.081 ( 0.097) 0.073 0.008 221 18.42 0.13 0.081 ( 0.097) 0.073 0.008 222 18.50 0.13 0.081 ( 0.097) 0.073 0.008 223 18.58 0.10 0.061 ( 0.096) 0.055 0.006 224 18.67 0.10 0.061 ( 0.096) 0.055 0.006 225 18.75 0.10 0.061 ( 0.095) 0.055 0.006 226 18.83 0.07 0.041 ( 0.095) 0.037 0.004 227 18.92 0.07 0.041 ( 0.094) 0.037 0.004 228 19.00 0.07 0.041 ( 0.094) 0.037 0.004 229 19.08 0.10 0.061 ( 0.093) 0.055 0.006 230 19.17 0.10 0.061 ( 0.093) 0.055 0.006 231 19.25 0.10 0.061 ( 0.092) 0.055 0.006 232 19.33 0.13 0.081 ( 0.092) 0.073 0.008 233 19.42 0.13 0.081 ( 0.092) 0.073 0.008 234 19.50 0.13 0.081 ( 0.091) 0.073 0.008 235 19.58 0.10 0.061 ( 0.091) 0.055 0.006 236 19.67 0.10 0.061 ( 0.090) 0.055 0.006 237 19.75 0.10 0.061 ( 0.090) 0.055 0.006 238 19.83 0.07 0.041 ( 0.090) 0.037 0.004 239 19.92 0.07 0.041 ( 0.089) 0.037 0.004 240 20.00 0.07 0.041 ( 0.089) 0.037 0.004 241 20.08 0.10 0.061 ( 0.088) 0.055 0.006 242 20.17 0.10 0.061 ( 0.088) 0.055 0.006 243 20.25 0.10 0.061 ( 0.088) 0.055 0.006 244 20.33 0.10 0.061 ( 0.087) 0.055 0.006 245 20.42 0.10 0.061 ( 0.087) 0.055 0.006 246 20.50 0.10 0.061 ( 0.086) 0.055 0.006 247 20.58 0.10 0.061 ( 0.086) 0.055 0.006 248 20.67 0.10 0.061 ( 0.086) 0.055 0.006 249 20.75 0.10 0.061 ( 0.085) 0.055 0.006 250 20.83 0.07 0.041 ( 0.085) 0.037 0.004 251 20.92 0.07 0.041 ( 0.085) 0.037 0.004 252 21.00 0.07 0.041 ( 0.084) 0.037 0.004 253 21.08 0.10 0.061 ( 0.084) 0.055 0.006 254 21.17 0.10 0.061 ( 0.084) 0.055 0.006 255 21.25 0.10 0.061 ( 0.083) 0.055 0.006 256 21.33 0.07 0.041 ( 0.083) 0.037 0.004 257 21.42 0.07 0.041 ( 0.083) 0.037 0.004 258 21.50 0.07 0.041 ( 0.082) 0.037 0.004 259 21.58 0.10 0.061 ( 0.082) 0.055 0.006 260 21.67 0.10 0.061 ( 0.082) 0.055 0.006 261 21.75 0.10 0.061 ( 0.082) 0.055 0.006 262 21.83 0.07 0.041 ( 0.081) 0.037 0.004 263 21.92 0.07 0.041 ( 0.081) 0.037 0.004 264 22.00 0.07 0.041 ( 0.081) 0.037 0.004 265 22.08 0.10 0.061 ( 0.080) 0.055 0.006 266 22.17 0.10 0.061 ( 0.080) 0.055 0.006 267 22.25 0.10 0.061 ( 0.080) 0.055 0.006 268 22.33 0.07 0.041 ( 0.080) 0.037 0.004 269 22.42 0.07 0.041 ( 0.079) 0.037 0.004 270 22.50 0.07 0.041 ( 0.079) 0.037 0.004 271 22.58 0.07 0.041 ( 0.079) 0.037 0.004 272 22.67 0.07 0.041 ( 0.079) 0.037 0.004 273 22.75 0.07 0.041 ( 0.079) 0.037 0.004 274 22.83 0.07 0.041 ( 0.078) 0.037 0.004 275 22.92 0.07 0.041 ( 0.078) 0.037 0.004 276 23.00 0.07 0.041 ( 0.078) 0.037 0.004 277 23.08 0.07 0.041 ( 0.078) 0.037 0.004 278 23.17 0.07 0.041 ( 0.078) 0.037 0.004 279 23.25 0.07 0.041 ( 0.077) 0.037 0.004 280 23.33 0.07 0.041 ( 0.077) 0.037 0.004 281 23.42 0.07 0.041 ( 0.077) 0.037 0.004 282 23.50 0.07 0.041 ( 0.077) 0.037 0.004 283 23.58 0.07 0.041 ( 0.077) 0.037 0.004 284 23.67 0.07 0.041 ( 0.077) 0.037 0.004 285 23.75 0.07 0.041 ( 0.077) 0.037 0.004 286 23.83 0.07 0.041 ( 0.077) 0.037 0.004 287 23.92 0.07 0.041 ( 0.076) 0.037 0.004 288 24.00 0.07 0.041 ( 0.076) 0.037 0.004 (Loss Rate Not Used)
Sum = 100.0 Sum = 30.8 Flood volume = Effective rainfall 2.57(In)
times area 10.8(Ac.)/[(In)/(Ft.)] = 2.3(Ac.Ft) Total soil loss = 2.50(In)
Total soil loss = 2.248(Ac.Ft)
Total rainfall = 5.07(In)
Flood volume = 100667.6 Cubic Feet
Total soil loss = 97908.4 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 5.956(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0000 0.00 Q | | | | 0+10 0.0001 0.01 Q | | | | 0+15 0.0003 0.03 Q | | | | 0+20 0.0005 0.04 Q | | | | 0+25 0.0008 0.04 Q | | | | 0+30 0.0012 0.05 Q | | | | 0+35 0.0016 0.06 Q | | | | 0+40 0.0020 0.06 Q | | | | 0+45 0.0025 0.06 Q | | | | 0+50 0.0029 0.07 Q | | | | 0+55 0.0034 0.07 Q | | | | 1+ 0 0.0039 0.08 Q | | | | 1+ 5 0.0045 0.08 Q | | | | 1+10 0.0051 0.08 Q | | | | 1+15 0.0056 0.07 Q | | | | 1+20 0.0060 0.07 Q | | | | 1+25 0.0065 0.07 Q | | | | 1+30 0.0070 0.07 Q | | | | 1+35 0.0074 0.07 Q | | | | 1+40 0.0079 0.07 Q | | | | 1+45 0.0084 0.07 Q | | | | 1+50 0.0088 0.07 Q | | | | 1+55 0.0093 0.07 Q | | | | 2+ 0 0.0099 0.08 Q | | | | 2+ 5 0.0104 0.08 Q | | | | 2+10 0.0110 0.09 Q | | | | 2+15 0.0116 0.09 Q | | | | 2+20 0.0122 0.09 Q | | | | 2+25 0.0128 0.09 Q | | | | 2+30 0.0134 0.09 Q | | | | 2+35 0.0140 0.09 Q | | | | 2+40 0.0147 0.09 Q | | | | 2+45 0.0154 0.10 Q | | | | 2+50 0.0161 0.11 Q | | | | 2+55 0.0168 0.11 Q | | | | 3+ 0 0.0176 0.11 Q | | | | 3+ 5 0.0183 0.11 Q | | | | 3+10 0.0191 0.11 Q | | | | 3+15 0.0199 0.11 Q | | | | 3+20 0.0206 0.11 Q | | | | 3+25 0.0214 0.11 Q | | | | 3+30 0.0221 0.11 Q | | | | 3+35 0.0229 0.11 Q | | | | 3+40 0.0237 0.11 Q | | | | 3+45 0.0244 0.11 Q | | | | 3+50 0.0252 0.11 Q | | | | 3+55 0.0260 0.12 Q | | | | 4+ 0 0.0268 0.12 Q | | | | 4+ 5 0.0277 0.13 Q | | | | 4+10 0.0286 0.13 Q | | | | 4+15 0.0295 0.13 Q | | | | 4+20 0.0304 0.13 Q | | | | 4+25 0.0314 0.14 Q | | | | 4+30 0.0324 0.15 Q | | | | 4+35 0.0334 0.15 Q | | | | 4+40 0.0344 0.15 Q | | | | 4+45 0.0355 0.15 Q | | | | 4+50 0.0365 0.15 Q | | | | 4+55 0.0376 0.16 Q | | | | 5+ 0 0.0388 0.17 Q | | | | 5+ 5 0.0400 0.17 Q | | | | 5+10 0.0411 0.16 Q | | | | 5+15 0.0421 0.15 Q | | | | 5+20 0.0431 0.14 Q | | | | 5+25 0.0441 0.14 Q | | | | 5+30 0.0451 0.15 Q | | | | 5+35 0.0461 0.15 Q | | | | 5+40 0.0472 0.16 Q | | | | 5+45 0.0484 0.17 Q | | | | 5+50 0.0495 0.17 Q | | | | 5+55 0.0507 0.17 Q | | | | 6+ 0 0.0519 0.17 Q | | | | 6+ 5 0.0532 0.18 Q | | | | 6+10 0.0544 0.18 Q | | | | 6+15 0.0557 0.19 Q | | | | 6+20 0.0570 0.19 Q | | | | 6+25 0.0584 0.20 QV | | | | 6+30 0.0597 0.20 QV | | | | 6+35 0.0611 0.20 QV | | | | 6+40 0.0625 0.20 QV | | | | 6+45 0.0640 0.21 QV | | | | 6+50 0.0654 0.22 QV | | | | 6+55 0.0669 0.22 QV | | | | 7+ 0 0.0684 0.22 QV | | | | 7+ 5 0.0700 0.22 QV | | | | 7+10 0.0715 0.22 QV | | | | 7+15 0.0730 0.22 QV | | | | 7+20 0.0746 0.23 QV | | | | 7+25 0.0764 0.26 |Q | | | | 7+30 0.0786 0.33 |Q | | | | 7+35 0.0811 0.37 |Q | | | | 7+40 0.0841 0.43 |Q | | | | 7+45 0.0878 0.53 |VQ | | | | 7+50 0.0918 0.59 |VQ | | | | 7+55 0.0964 0.66 |VQ | | | | 8+ 0 0.1017 0.77 |V Q | | | | 8+ 5 0.1075 0.84 |V Q | | | | 8+10 0.1142 0.96 |V Q | | | | 8+15 0.1221 1.16 | V Q | | | | 8+20 0.1307 1.24 | V Q | | | | 8+25 0.1396 1.29 | V Q | | | | 8+30 0.1487 1.33 | V Q | | | | 8+35 0.1581 1.37 | V Q | | | | 8+40 0.1680 1.43 | V Q | | | | 8+45 0.1785 1.53 | V Q | | | | 8+50 0.1894 1.58 | V Q | | | | 8+55 0.2008 1.66 | V Q | | | | 9+ 0 0.2129 1.76 | V Q | | | | 9+ 5 0.2256 1.83 | V Q | | | | 9+10 0.2390 1.96 | V Q | | | | 9+15 0.2538 2.15 | V Q | | | | 9+20 0.2693 2.24 | V Q | | | | 9+25 0.2853 2.34 | V Q| | | | 9+30 0.3023 2.46 | V Q| | | | 9+35 0.3196 2.52 | V Q | | | 9+40 0.3376 2.61 | V Q | | | 9+45 0.3563 2.72 | V Q | | | 9+50 0.3755 2.78 | V |Q | | | 9+55 0.3952 2.86 | V |Q | | | 10+ 0 0.4156 2.97 | V |Q | | | 10+ 5 0.4359 2.95 | V |Q | | | 10+10 0.4544 2.68 | V Q | | | 10+15 0.4689 2.11 | Q | | | | 10+20 0.4820 1.90 | QV | | | | 10+25 0.4943 1.78 | QV | | | | 10+30 0.5061 1.71 | Q V | | | | 10+35 0.5179 1.71 | Q V | | | | 10+40 0.5310 1.91 | Q V| | | | 10+45 0.5470 2.33 | Q| | | | 10+50 0.5642 2.49 | Q| | | | 10+55 0.5820 2.58 | Q | | | 11+ 0 0.6002 2.65 | Q | | | 11+ 5 0.6187 2.68 | Q | | | 11+10 0.6370 2.67 | QV | | | 11+15 0.6549 2.60 | QV | | | 11+20 0.6727 2.58 | QV | | | 11+25 0.6905 2.58 | QV | | | 11+30 0.7082 2.58 | Q V | | | 11+35 0.7259 2.56 | Q V | | | 11+40 0.7429 2.48 | Q| V | | | 11+45 0.7589 2.31 | Q| V | | | 11+50 0.7745 2.27 | Q| V | | | 11+55 0.7902 2.28 | Q| V | | | 12+ 0 0.8064 2.35 | Q| V | | | 12+ 5 0.8232 2.44 | Q| V | | | 12+10 0.8422 2.77 | |Q V | | | 12+15 0.8654 3.37 | | QV | | | 12+20 0.8904 3.62 | | QV | | | 12+25 0.9166 3.81 | | Q | | | 12+30 0.9440 3.98 | | QV | | | 12+35 0.9722 4.10 | | Q | | | 12+40 1.0015 4.25 | | QV | | | 12+45 1.0322 4.45 | | Q | | | 12+50 1.0635 4.55 | | Q | | | 12+55 1.0956 4.65 | | Q | | | 13+ 0 1.1285 4.78 | | Q| | | 13+ 5 1.1621 4.89 | | QV | | 13+10 1.1976 5.15 | | Q | | 13+15 1.2361 5.60 | | |VQ | | 13+20 1.2759 5.78 | | | VQ | | 13+25 1.3165 5.88 | | | VQ | | 13+30 1.3575 5.96 | | | Q | | 13+35 1.3981 5.90 | | | QV | | 13+40 1.4356 5.45 | | |Q V | | 13+45 1.4669 4.54 | | Q | V | | 13+50 1.4958 4.19 | | Q | V | | 13+55 1.5233 4.00 | | Q | V | | 14+ 0 1.5501 3.88 | | Q | V | | 14+ 5 1.5765 3.84 | | Q | V | | 14+10 1.6039 3.97 | | Q | V | | 14+15 1.6335 4.29 | | Q | V | | 14+20 1.6638 4.41 | | Q | V | | 14+25 1.6943 4.43 | | Q | V| | 14+30 1.7246 4.40 | | Q | V| | 14+35 1.7549 4.40 | | Q | V | 14+40 1.7852 4.40 | | Q | V | 14+45 1.8155 4.40 | | Q | |V | 14+50 1.8458 4.40 | | Q | |V | 14+55 1.8758 4.36 | | Q | | V | 15+ 0 1.9053 4.28 | | Q | | V | 15+ 5 1.9346 4.25 | | Q | | V | 15+10 1.9634 4.19 | | Q | | V | 15+15 1.9917 4.10 | | Q | | V | 15+20 2.0196 4.06 | | Q | | V | 15+25 2.0472 4.00 | | Q | | V | 15+30 2.0740 3.90 | | Q | | V | 15+35 2.1004 3.83 | | Q | | V | 15+40 2.1255 3.64 | | Q | | V | 15+45 2.1481 3.29 | | Q | | V | 15+50 2.1698 3.16 | | Q | | V | 15+55 2.1911 3.08 | | Q | | V | 16+ 0 2.2120 3.04 | | Q | | V | 16+ 5 2.2319 2.89 | |Q | | V | 16+10 2.2476 2.29 | Q| | | V | 16+15 2.2557 1.18 | Q | | | V| 16+20 2.2609 0.75 | Q | | | V| 16+25 2.2644 0.50 | Q | | | V| 16+30 2.2667 0.34 |Q | | | V| 16+35 2.2684 0.24 Q | | | V| 16+40 2.2695 0.17 Q | | | V| 16+45 2.2704 0.13 Q | | | V| 16+50 2.2711 0.11 Q | | | V| 16+55 2.2718 0.09 Q | | | V| 17+ 0 2.2723 0.08 Q | | | V| 17+ 5 2.2729 0.08 Q | | | V| 17+10 2.2734 0.08 Q | | | V| 17+15 2.2741 0.09 Q | | | V| 17+20 2.2747 0.10 Q | | | V| 17+25 2.2755 0.10 Q | | | V| 17+30 2.2762 0.11 Q | | | V| 17+35 2.2769 0.11 Q | | | V| 17+40 2.2777 0.11 Q | | | V| 17+45 2.2784 0.11 Q | | | V| 17+50 2.2792 0.11 Q | | | V| 17+55 2.2799 0.10 Q | | | V| 18+ 0 2.2806 0.10 Q | | | V| 18+ 5 2.2812 0.09 Q | | | V| 18+10 2.2819 0.09 Q | | | V| 18+15 2.2825 0.09 Q | | | V| 18+20 2.2831 0.09 Q | | | V| 18+25 2.2837 0.09 Q | | | V| 18+30 2.2843 0.09 Q | | | V| 18+35 2.2849 0.09 Q | | | V| 18+40 2.2855 0.08 Q | | | V| 18+45 2.2860 0.07 Q | | | V| 18+50 2.2865 0.07 Q | | | V| 18+55 2.2869 0.06 Q | | | V| 19+ 0 2.2873 0.05 Q | | | V| 19+ 5 2.2877 0.05 Q | | | V| 19+10 2.2880 0.05 Q | | | V| 19+15 2.2884 0.06 Q | | | V| 19+20 2.2889 0.06 Q | | | V| 19+25 2.2893 0.07 Q | | | V| 19+30 2.2899 0.08 Q | | | V| 19+35 2.2905 0.08 Q | | | V| 19+40 2.2910 0.08 Q | | | V| 19+45 2.2915 0.07 Q | | | V| 19+50 2.2920 0.07 Q | | | V| 19+55 2.2924 0.06 Q | | | V| 20+ 0 2.2928 0.05 Q | | | V| 20+ 5 2.2931 0.05 Q | | | V| 20+10 2.2935 0.05 Q | | | V| 20+15 2.2939 0.06 Q | | | V| 20+20 2.2943 0.06 Q | | | V| 20+25 2.2948 0.06 Q | | | V| 20+30 2.2952 0.06 Q | | | V| 20+35 2.2957 0.07 Q | | | V| 20+40 2.2961 0.07 Q | | | V| 20+45 2.2966 0.07 Q | | | V| 20+50 2.2970 0.07 Q | | | V| 20+55 2.2974 0.06 Q | | | V| 21+ 0 2.2978 0.05 Q | | | V| 21+ 5 2.2981 0.05 Q | | | V| 21+10 2.2985 0.05 Q | | | V| 21+15 2.2989 0.06 Q | | | V| 21+20 2.2993 0.06 Q | | | V| 21+25 2.2997 0.06 Q | | | V| 21+30 2.3001 0.05 Q | | | V| 21+35 2.3004 0.05 Q | | | V| 21+40 2.3008 0.05 Q | | | V| 21+45 2.3012 0.06 Q | | | V| 21+50 2.3016 0.06 Q | | | V| 21+55 2.3020 0.06 Q | | | V| 22+ 0 2.3024 0.05 Q | | | V| 22+ 5 2.3027 0.05 Q | | | V| 22+10 2.3031 0.05 Q | | | V| 22+15 2.3035 0.06 Q | | | V| 22+20 2.3039 0.06 Q | | | V| 22+25 2.3043 0.06 Q | | | V| 22+30 2.3047 0.05 Q | | | V| 22+35 2.3050 0.05 Q | | | V| 22+40 2.3053 0.05 Q | | | V| 22+45 2.3056 0.05 Q | | | V| 22+50 2.3059 0.05 Q | | | V| 22+55 2.3062 0.04 Q | | | V| 23+ 0 2.3065 0.04 Q | | | V| 23+ 5 2.3069 0.04 Q | | | V| 23+10 2.3072 0.04 Q | | | V| 23+15 2.3075 0.04 Q | | | V| 23+20 2.3078 0.04 Q | | | V| 23+25 2.3081 0.04 Q | | | V| 23+30 2.3084 0.04 Q | | | V| 23+35 2.3087 0.04 Q | | | V| 23+40 2.3090 0.04 Q | | | V| 23+45 2.3093 0.04 Q | | | V| 23+50 2.3096 0.04 Q | | | V| 23+55 2.3099 0.04 Q | | | V| 24+ 0 2.3102 0.04 Q | | | V| 24+ 5 2.3105 0.04 Q | | | V| 24+10 2.3107 0.03 Q | | | V| 24+15 2.3108 0.02 Q | | | V| 24+20 2.3109 0.01 Q | | | V| 24+25 2.3109 0.01 Q | | | V| 24+30 2.3110 0.00 Q | | | V| 24+35 2.3110 0.00 Q | | | V| 24+40 2.3110 0.00 Q | | | V| 24+45 2.3110 0.00 Q | | | V| 24+50 2.3110 0.00 Q | | | V| 24+55 2.3110 0.00 Q | | | V| 25+ 0 2.3110 0.00 Q | | | V| 25+ 5 2.3110 0.00 Q | | | V| 25+10 2.3110 0.00 Q | | | V ----------------------------------------------------------------------- Appendix B: Proposed Conditions

LA SIERRA AVE. & ALHAMBRA AVE. TENTATIVE TRACT MAP 39008 FOR REVIEW6

CITY OF RIVERSIDEPROPOSEDLA SIERRAHYDROLOGY EXHIBIT
LEGEND

ARLINGTON AVE

LA SIERRA AVE

MAGNOLIA AVEVAN BUREN BLVDRIVERSIDE FWY W

ONTARIO FWY S

PROMENADE AVE

TYLER ST

VICINITY MAP
PROPOSED HYDROLOGY EXHIBIT1 LA SIERRA AVE.

ALHAMBRA AVE.

STREET A

STREET A
ALHAMBRA AVE.
tc=6.25
U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 10/24/24 File: LSCP1100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6658
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
---------------------------------------------------------------------

LA SIERRA
100YR PROPOSED UH DMA C

KIMLEY-HORN
1HR
-------------------------------------------------------------------- Drainage Area = 2.24(Ac.) = 0.004 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 2.24(Ac.) =

0.004 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.083 Hr.

Lag time = 4.98 Min.
25% of lag time = 1.25 Min.
40% of lag time = 1.99 Min.

Unit time = 5.00 Min.

Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

2.24 0.46 1.02
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

2.24 1.24 2.78
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.457(In)
Area Averaged 100-Year Rainfall = 1.240(In)
Point rain (area averaged) = 1.240(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 1.240(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

2.240 75.00 0.520
Total Area Entered = 2.24(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

LA SIERRA
100YR PROPOSED UH DMA C

KIMLEY-HORN
3HR
-------------------------------------------------------------------- Drainage Area = 2.24(Ac.) = 0.004 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 2.24(Ac.) =

0.004 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.083 Hr.

Lag time = 4.98 Min.
25% of lag time = 1.25 Min.
40% of lag time = 1.99 Min.

Unit time = 5.00 Min.

Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

2.24 0.79 1.77
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

2.24 1.97 4.41
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.790(In)
Area Averaged 100-Year Rainfall = 1.970(In)
Point rain (area averaged) = 1.970(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 1.970(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

2.240 75.00 0.520
Total Area Entered = 2.24(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 10/24/24 File: LSCP24100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6658
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
---------------------------------------------------------------------

LA SIERRA
100YR PROPOSED UH DMA C

KIMLEY-HORN
24HR
-------------------------------------------------------------------- Drainage Area = 2.24(Ac.) = 0.004 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 2.24(Ac.) =

0.004 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.083 Hr.

Lag time = 4.98 Min.
25% of lag time = 1.25 Min.
40% of lag time = 1.99 Min.

Unit time = 5.00 Min.

Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

2.24 1.92 4.30
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

2.24 5.07 11.36
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.920(In)
Area Averaged 100-Year Rainfall = 5.070(In)
Point rain (area averaged) = 5.070(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 5.070(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

2.240 75.00 0.520
Total Area Entered = 2.24(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

75.0 88.0 0.153 0.520 0.081 1.000 0.081 Sum (F) = 0.081
Area averaged mean soil loss (F) (In/Hr) = 0.081
Minimum soil loss rate ((In/Hr)) = 0.041
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.484
--------------------------------------------------------------------- U n i t H y d r o g r a p h
FOOTHILL S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) --------------------------------------------------------------------- 1 0.083 100.402 14.560 0.329 2 0.167 200.803 55.758 1.259 3 0.250 301.205 18.364 0.415 4 0.333 401.606 7.391 0.167 5 0.417 502.008 2.421 0.055 6 0.500 602.410 0.846 0.019 7 0.583 702.811 0.660 0.015 Sum = 100.000 Sum= 2.258
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr) 1 0.08 0.07 0.041 ( 0.144) 0.020 0.021 2 0.17 0.07 0.041 ( 0.144) 0.020 0.021 3 0.25 0.07 0.041 ( 0.143) 0.020 0.021 4 0.33 0.10 0.061 ( 0.142) 0.029 0.031 5 0.42 0.10 0.061 ( 0.142) 0.029 0.031 6 0.50 0.10 0.061 ( 0.141) 0.029 0.031 7 0.58 0.10 0.061 ( 0.141) 0.029 0.031 8 0.67 0.10 0.061 ( 0.140) 0.029 0.031 9 0.75 0.10 0.061 ( 0.140) 0.029 0.031 10 0.83 0.13 0.081 ( 0.139) 0.039 0.042 11 0.92 0.13 0.081 ( 0.139) 0.039 0.042 12 1.00 0.13 0.081 ( 0.138) 0.039 0.042 13 1.08 0.10 0.061 ( 0.137) 0.029 0.031 14 1.17 0.10 0.061 ( 0.137) 0.029 0.031 15 1.25 0.10 0.061 ( 0.136) 0.029 0.031 16 1.33 0.10 0.061 ( 0.136) 0.029 0.031 17 1.42 0.10 0.061 ( 0.135) 0.029 0.031 18 1.50 0.10 0.061 ( 0.135) 0.029 0.031 19 1.58 0.10 0.061 ( 0.134) 0.029 0.031 20 1.67 0.10 0.061 ( 0.134) 0.029 0.031 21 1.75 0.10 0.061 ( 0.133) 0.029 0.031 22 1.83 0.13 0.081 ( 0.133) 0.039 0.042 23 1.92 0.13 0.081 ( 0.132) 0.039 0.042 24 2.00 0.13 0.081 ( 0.132) 0.039 0.042 25 2.08 0.13 0.081 ( 0.131) 0.039 0.042 26 2.17 0.13 0.081 ( 0.130) 0.039 0.042 27 2.25 0.13 0.081 ( 0.130) 0.039 0.042 28 2.33 0.13 0.081 ( 0.129) 0.039 0.042 29 2.42 0.13 0.081 ( 0.129) 0.039 0.042 30 2.50 0.13 0.081 ( 0.128) 0.039 0.042 31 2.58 0.17 0.101 ( 0.128) 0.049 0.052 32 2.67 0.17 0.101 ( 0.127) 0.049 0.052 33 2.75 0.17 0.101 ( 0.127) 0.049 0.052 34 2.83 0.17 0.101 ( 0.126) 0.049 0.052 35 2.92 0.17 0.101 ( 0.126) 0.049 0.052 36 3.00 0.17 0.101 ( 0.125) 0.049 0.052 37 3.08 0.17 0.101 ( 0.125) 0.049 0.052 38 3.17 0.17 0.101 ( 0.124) 0.049 0.052 39 3.25 0.17 0.101 ( 0.124) 0.049 0.052 40 3.33 0.17 0.101 ( 0.123) 0.049 0.052 41 3.42 0.17 0.101 ( 0.123) 0.049 0.052 42 3.50 0.17 0.101 ( 0.122) 0.049 0.052 43 3.58 0.17 0.101 ( 0.122) 0.049 0.052 44 3.67 0.17 0.101 ( 0.121) 0.049 0.052 45 3.75 0.17 0.101 ( 0.121) 0.049 0.052 46 3.83 0.20 0.122 ( 0.120) 0.059 0.063 47 3.92 0.20 0.122 ( 0.120) 0.059 0.063 48 4.00 0.20 0.122 ( 0.119) 0.059 0.063 49 4.08 0.20 0.122 ( 0.119) 0.059 0.063 50 4.17 0.20 0.122 ( 0.118) 0.059 0.063 51 4.25 0.20 0.122 ( 0.118) 0.059 0.063 52 4.33 0.23 0.142 ( 0.117) 0.069 0.073 53 4.42 0.23 0.142 ( 0.117) 0.069 0.073 54 4.50 0.23 0.142 ( 0.116) 0.069 0.073 55 4.58 0.23 0.142 ( 0.116) 0.069 0.073 56 4.67 0.23 0.142 ( 0.115) 0.069 0.073 57 4.75 0.23 0.142 ( 0.115) 0.069 0.073 58 4.83 0.27 0.162 ( 0.114) 0.079 0.084 59 4.92 0.27 0.162 ( 0.114) 0.079 0.084 60 5.00 0.27 0.162 ( 0.113) 0.079 0.084 61 5.08 0.20 0.122 ( 0.113) 0.059 0.063 62 5.17 0.20 0.122 ( 0.112) 0.059 0.063 63 5.25 0.20 0.122 ( 0.112) 0.059 0.063 64 5.33 0.23 0.142 ( 0.111) 0.069 0.073 65 5.42 0.23 0.142 ( 0.111) 0.069 0.073 66 5.50 0.23 0.142 ( 0.110) 0.069 0.073 67 5.58 0.27 0.162 ( 0.110) 0.079 0.084 68 5.67 0.27 0.162 ( 0.109) 0.079 0.084 69 5.75 0.27 0.162 ( 0.109) 0.079 0.084 70 5.83 0.27 0.162 ( 0.108) 0.079 0.084 71 5.92 0.27 0.162 ( 0.108) 0.079 0.084 72 6.00 0.27 0.162 ( 0.107) 0.079 0.084 73 6.08 0.30 0.183 ( 0.107) 0.088 0.094 74 6.17 0.30 0.183 ( 0.106) 0.088 0.094 75 6.25 0.30 0.183 ( 0.106) 0.088 0.094 76 6.33 0.30 0.183 ( 0.105) 0.088 0.094 77 6.42 0.30 0.183 ( 0.105) 0.088 0.094 78 6.50 0.30 0.183 ( 0.104) 0.088 0.094 79 6.58 0.33 0.203 ( 0.104) 0.098 0.105 80 6.67 0.33 0.203 ( 0.104) 0.098 0.105 81 6.75 0.33 0.203 ( 0.103) 0.098 0.105 82 6.83 0.33 0.203 ( 0.103) 0.098 0.105 83 6.92 0.33 0.203 ( 0.102) 0.098 0.105 84 7.00 0.33 0.203 ( 0.102) 0.098 0.105 85 7.08 0.33 0.203 ( 0.101) 0.098 0.105 86 7.17 0.33 0.203 ( 0.101) 0.098 0.105 87 7.25 0.33 0.203 ( 0.100) 0.098 0.105 88 7.33 0.37 0.223 0.100 ( 0.108) 0.123 89 7.42 0.37 0.223 0.099 ( 0.108) 0.124 90 7.50 0.37 0.223 0.099 ( 0.108) 0.124 91 7.58 0.40 0.243 0.098 ( 0.118) 0.145 92 7.67 0.40 0.243 0.098 ( 0.118) 0.145 93 7.75 0.40 0.243 0.098 ( 0.118) 0.146 94 7.83 0.43 0.264 0.097 ( 0.128) 0.167 95 7.92 0.43 0.264 0.097 ( 0.128) 0.167 96 8.00 0.43 0.264 0.096 ( 0.128) 0.167 97 8.08 0.50 0.304 0.096 ( 0.147) 0.208 98 8.17 0.50 0.304 0.095 ( 0.147) 0.209 99 8.25 0.50 0.304 0.095 ( 0.147) 0.209 100 8.33 0.50 0.304 0.094 ( 0.147) 0.210 101 8.42 0.50 0.304 0.094 ( 0.147) 0.210 102 8.50 0.50 0.304 0.094 ( 0.147) 0.211 103 8.58 0.53 0.324 0.093 ( 0.157) 0.231 104 8.67 0.53 0.324 0.093 ( 0.157) 0.232 105 8.75 0.53 0.324 0.092 ( 0.157) 0.232 106 8.83 0.57 0.345 0.092 ( 0.167) 0.253 107 8.92 0.57 0.345 0.091 ( 0.167) 0.253 108 9.00 0.57 0.345 0.091 ( 0.167) 0.254 109 9.08 0.63 0.385 0.090 ( 0.186) 0.295 110 9.17 0.63 0.385 0.090 ( 0.186) 0.295 111 9.25 0.63 0.385 0.090 ( 0.186) 0.296 112 9.33 0.67 0.406 0.089 ( 0.196) 0.316 113 9.42 0.67 0.406 0.089 ( 0.196) 0.317 114 9.50 0.67 0.406 0.088 ( 0.196) 0.317 115 9.58 0.70 0.426 0.088 ( 0.206) 0.338 116 9.67 0.70 0.426 0.088 ( 0.206) 0.338 117 9.75 0.70 0.426 0.087 ( 0.206) 0.339 118 9.83 0.73 0.446 0.087 ( 0.216) 0.359 119 9.92 0.73 0.446 0.086 ( 0.216) 0.360 120 10.00 0.73 0.446 0.086 ( 0.216) 0.360 121 10.08 0.50 0.304 0.085 ( 0.147) 0.219 122 10.17 0.50 0.304 0.085 ( 0.147) 0.219 123 10.25 0.50 0.304 0.085 ( 0.147) 0.220 124 10.33 0.50 0.304 0.084 ( 0.147) 0.220 125 10.42 0.50 0.304 0.084 ( 0.147) 0.220 126 10.50 0.50 0.304 0.083 ( 0.147) 0.221 127 10.58 0.67 0.406 0.083 ( 0.196) 0.323 128 10.67 0.67 0.406 0.083 ( 0.196) 0.323 129 10.75 0.67 0.406 0.082 ( 0.196) 0.323 130 10.83 0.67 0.406 0.082 ( 0.196) 0.324 131 10.92 0.67 0.406 0.081 ( 0.196) 0.324 132 11.00 0.67 0.406 0.081 ( 0.196) 0.325 133 11.08 0.63 0.385 0.081 ( 0.186) 0.305 134 11.17 0.63 0.385 0.080 ( 0.186) 0.305 135 11.25 0.63 0.385 0.080 ( 0.186) 0.306 136 11.33 0.63 0.385 0.079 ( 0.186) 0.306 137 11.42 0.63 0.385 0.079 ( 0.186) 0.306 138 11.50 0.63 0.385 0.079 ( 0.186) 0.307 139 11.58 0.57 0.345 0.078 ( 0.167) 0.267 140 11.67 0.57 0.345 0.078 ( 0.167) 0.267 141 11.75 0.57 0.345 0.077 ( 0.167) 0.267 142 11.83 0.60 0.365 0.077 ( 0.177) 0.288 143 11.92 0.60 0.365 0.077 ( 0.177) 0.288 144 12.00 0.60 0.365 0.076 ( 0.177) 0.289 145 12.08 0.83 0.507 0.076 ( 0.245) 0.431 146 12.17 0.83 0.507 0.076 ( 0.245) 0.431 147 12.25 0.83 0.507 0.075 ( 0.245) 0.432 148 12.33 0.87 0.527 0.075 ( 0.255) 0.453 149 12.42 0.87 0.527 0.074 ( 0.255) 0.453 150 12.50 0.87 0.527 0.074 ( 0.255) 0.453 151 12.58 0.93 0.568 0.074 ( 0.275) 0.494 152 12.67 0.93 0.568 0.073 ( 0.275) 0.495 153 12.75 0.93 0.568 0.073 ( 0.275) 0.495 154 12.83 0.97 0.588 0.073 ( 0.285) 0.516 155 12.92 0.97 0.588 0.072 ( 0.285) 0.516 156 13.00 0.97 0.588 0.072 ( 0.285) 0.516 157 13.08 1.13 0.690 0.071 ( 0.334) 0.618 158 13.17 1.13 0.690 0.071 ( 0.334) 0.618 159 13.25 1.13 0.690 0.071 ( 0.334) 0.619 160 13.33 1.13 0.690 0.070 ( 0.334) 0.619 161 13.42 1.13 0.690 0.070 ( 0.334) 0.620 162 13.50 1.13 0.690 0.070 ( 0.334) 0.620 163 13.58 0.77 0.466 0.069 ( 0.226) 0.397 164 13.67 0.77 0.466 0.069 ( 0.226) 0.398 165 13.75 0.77 0.466 0.069 ( 0.226) 0.398 166 13.83 0.77 0.466 0.068 ( 0.226) 0.398 167 13.92 0.77 0.466 0.068 ( 0.226) 0.399 168 14.00 0.77 0.466 0.068 ( 0.226) 0.399 169 14.08 0.90 0.548 0.067 ( 0.265) 0.480 170 14.17 0.90 0.548 0.067 ( 0.265) 0.481 171 14.25 0.90 0.548 0.066 ( 0.265) 0.481 172 14.33 0.87 0.527 0.066 ( 0.255) 0.461 173 14.42 0.87 0.527 0.066 ( 0.255) 0.461 174 14.50 0.87 0.527 0.065 ( 0.255) 0.462 175 14.58 0.87 0.527 0.065 ( 0.255) 0.462 176 14.67 0.87 0.527 0.065 ( 0.255) 0.462 177 14.75 0.87 0.527 0.064 ( 0.255) 0.463 178 14.83 0.83 0.507 0.064 ( 0.245) 0.443 179 14.92 0.83 0.507 0.064 ( 0.245) 0.443 180 15.00 0.83 0.507 0.063 ( 0.245) 0.444 181 15.08 0.80 0.487 0.063 ( 0.236) 0.424 182 15.17 0.80 0.487 0.063 ( 0.236) 0.424 183 15.25 0.80 0.487 0.063 ( 0.236) 0.424 184 15.33 0.77 0.466 0.062 ( 0.226) 0.404 185 15.42 0.77 0.466 0.062 ( 0.226) 0.405 186 15.50 0.77 0.466 0.062 ( 0.226) 0.405 187 15.58 0.63 0.385 0.061 ( 0.186) 0.324 188 15.67 0.63 0.385 0.061 ( 0.186) 0.324 189 15.75 0.63 0.385 0.061 ( 0.186) 0.325 190 15.83 0.63 0.385 0.060 ( 0.186) 0.325 191 15.92 0.63 0.385 0.060 ( 0.186) 0.325 192 16.00 0.63 0.385 0.060 ( 0.186) 0.326 193 16.08 0.13 0.081 ( 0.059) 0.039 0.042 194 16.17 0.13 0.081 ( 0.059) 0.039 0.042 195 16.25 0.13 0.081 ( 0.059) 0.039 0.042 196 16.33 0.13 0.081 ( 0.058) 0.039 0.042 197 16.42 0.13 0.081 ( 0.058) 0.039 0.042 198 16.50 0.13 0.081 ( 0.058) 0.039 0.042 199 16.58 0.10 0.061 ( 0.058) 0.029 0.031 200 16.67 0.10 0.061 ( 0.057) 0.029 0.031 201 16.75 0.10 0.061 ( 0.057) 0.029 0.031 202 16.83 0.10 0.061 ( 0.057) 0.029 0.031 203 16.92 0.10 0.061 ( 0.056) 0.029 0.031 204 17.00 0.10 0.061 ( 0.056) 0.029 0.031 205 17.08 0.17 0.101 ( 0.056) 0.049 0.052 206 17.17 0.17 0.101 ( 0.056) 0.049 0.052 207 17.25 0.17 0.101 ( 0.055) 0.049 0.052 208 17.33 0.17 0.101 ( 0.055) 0.049 0.052 209 17.42 0.17 0.101 ( 0.055) 0.049 0.052 210 17.50 0.17 0.101 ( 0.054) 0.049 0.052 211 17.58 0.17 0.101 ( 0.054) 0.049 0.052 212 17.67 0.17 0.101 ( 0.054) 0.049 0.052 213 17.75 0.17 0.101 ( 0.054) 0.049 0.052 214 17.83 0.13 0.081 ( 0.053) 0.039 0.042 215 17.92 0.13 0.081 ( 0.053) 0.039 0.042 216 18.00 0.13 0.081 ( 0.053) 0.039 0.042 217 18.08 0.13 0.081 ( 0.053) 0.039 0.042 218 18.17 0.13 0.081 ( 0.052) 0.039 0.042 219 18.25 0.13 0.081 ( 0.052) 0.039 0.042 220 18.33 0.13 0.081 ( 0.052) 0.039 0.042 221 18.42 0.13 0.081 ( 0.052) 0.039 0.042 222 18.50 0.13 0.081 ( 0.051) 0.039 0.042 223 18.58 0.10 0.061 ( 0.051) 0.029 0.031 224 18.67 0.10 0.061 ( 0.051) 0.029 0.031 225 18.75 0.10 0.061 ( 0.051) 0.029 0.031 226 18.83 0.07 0.041 ( 0.050) 0.020 0.021 227 18.92 0.07 0.041 ( 0.050) 0.020 0.021 228 19.00 0.07 0.041 ( 0.050) 0.020 0.021 229 19.08 0.10 0.061 ( 0.050) 0.029 0.031 230 19.17 0.10 0.061 ( 0.049) 0.029 0.031 231 19.25 0.10 0.061 ( 0.049) 0.029 0.031 232 19.33 0.13 0.081 ( 0.049) 0.039 0.042 233 19.42 0.13 0.081 ( 0.049) 0.039 0.042 234 19.50 0.13 0.081 ( 0.049) 0.039 0.042 235 19.58 0.10 0.061 ( 0.048) 0.029 0.031 236 19.67 0.10 0.061 ( 0.048) 0.029 0.031 237 19.75 0.10 0.061 ( 0.048) 0.029 0.031 238 19.83 0.07 0.041 ( 0.048) 0.020 0.021 239 19.92 0.07 0.041 ( 0.047) 0.020 0.021 240 20.00 0.07 0.041 ( 0.047) 0.020 0.021 241 20.08 0.10 0.061 ( 0.047) 0.029 0.031 242 20.17 0.10 0.061 ( 0.047) 0.029 0.031 243 20.25 0.10 0.061 ( 0.047) 0.029 0.031 244 20.33 0.10 0.061 ( 0.046) 0.029 0.031 245 20.42 0.10 0.061 ( 0.046) 0.029 0.031 246 20.50 0.10 0.061 ( 0.046) 0.029 0.031 247 20.58 0.10 0.061 ( 0.046) 0.029 0.031 248 20.67 0.10 0.061 ( 0.046) 0.029 0.031 249 20.75 0.10 0.061 ( 0.045) 0.029 0.031 250 20.83 0.07 0.041 ( 0.045) 0.020 0.021 251 20.92 0.07 0.041 ( 0.045) 0.020 0.021 252 21.00 0.07 0.041 ( 0.045) 0.020 0.021 253 21.08 0.10 0.061 ( 0.045) 0.029 0.031 254 21.17 0.10 0.061 ( 0.045) 0.029 0.031 255 21.25 0.10 0.061 ( 0.044) 0.029 0.031 256 21.33 0.07 0.041 ( 0.044) 0.020 0.021 257 21.42 0.07 0.041 ( 0.044) 0.020 0.021 258 21.50 0.07 0.041 ( 0.044) 0.020 0.021 259 21.58 0.10 0.061 ( 0.044) 0.029 0.031 260 21.67 0.10 0.061 ( 0.044) 0.029 0.031 261 21.75 0.10 0.061 ( 0.043) 0.029 0.031 262 21.83 0.07 0.041 ( 0.043) 0.020 0.021 263 21.92 0.07 0.041 ( 0.043) 0.020 0.021 264 22.00 0.07 0.041 ( 0.043) 0.020 0.021 265 22.08 0.10 0.061 ( 0.043) 0.029 0.031 266 22.17 0.10 0.061 ( 0.043) 0.029 0.031 267 22.25 0.10 0.061 ( 0.043) 0.029 0.031 268 22.33 0.07 0.041 ( 0.042) 0.020 0.021 269 22.42 0.07 0.041 ( 0.042) 0.020 0.021 270 22.50 0.07 0.041 ( 0.042) 0.020 0.021 271 22.58 0.07 0.041 ( 0.042) 0.020 0.021 272 22.67 0.07 0.041 ( 0.042) 0.020 0.021 273 22.75 0.07 0.041 ( 0.042) 0.020 0.021 274 22.83 0.07 0.041 ( 0.042) 0.020 0.021 275 22.92 0.07 0.041 ( 0.042) 0.020 0.021 276 23.00 0.07 0.041 ( 0.041) 0.020 0.021 277 23.08 0.07 0.041 ( 0.041) 0.020 0.021 278 23.17 0.07 0.041 ( 0.041) 0.020 0.021 279 23.25 0.07 0.041 ( 0.041) 0.020 0.021 280 23.33 0.07 0.041 ( 0.041) 0.020 0.021 281 23.42 0.07 0.041 ( 0.041) 0.020 0.021 282 23.50 0.07 0.041 ( 0.041) 0.020 0.021 283 23.58 0.07 0.041 ( 0.041) 0.020 0.021 284 23.67 0.07 0.041 ( 0.041) 0.020 0.021 285 23.75 0.07 0.041 ( 0.041) 0.020 0.021 286 23.83 0.07 0.041 ( 0.041) 0.020 0.021 287 23.92 0.07 0.041 ( 0.041) 0.020 0.021 288 24.00 0.07 0.041 ( 0.041) 0.020 0.021 (Loss Rate Not Used)
Sum = 100.0 Sum = 44.8 Flood volume = Effective rainfall 3.73(In)
times area 2.2(Ac.)/[(In)/(Ft.)] = 0.7(Ac.Ft) Total soil loss = 1.34(In)
Total soil loss = 0.250(Ac.Ft)
Total rainfall = 5.07(In)
Flood volume = 30354.8 Cubic Feet
Total soil loss = 10870.2 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 1.398(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0000 0.01 Q | | | | 0+10 0.0003 0.03 Q | | | | 0+15 0.0006 0.04 Q | | | | 0+20 0.0009 0.05 Q | | | | 0+25 0.0013 0.06 Q | | | | 0+30 0.0018 0.07 Q | | | | 0+35 0.0023 0.07 Q | | | | 0+40 0.0028 0.07 Q | | | | 0+45 0.0033 0.07 Q | | | | 0+50 0.0038 0.07 Q | | | | 0+55 0.0044 0.09 Q | | | | 1+ 0 0.0050 0.09 Q | | | | 1+ 5 0.0056 0.09 Q | | | | 1+10 0.0062 0.08 Q | | | | 1+15 0.0067 0.07 Q | | | | 1+20 0.0072 0.07 Q | | | | 1+25 0.0077 0.07 Q | | | | 1+30 0.0081 0.07 Q | | | | 1+35 0.0086 0.07 Q | | | | 1+40 0.0091 0.07 Q | | | | 1+45 0.0096 0.07 Q | | | | 1+50 0.0101 0.07 Q | | | | 1+55 0.0107 0.09 Q | | | | 2+ 0 0.0114 0.09 Q | | | | 2+ 5 0.0120 0.09 Q | | | | 2+10 0.0126 0.09 Q | | | | 2+15 0.0133 0.09 Q | | | | 2+20 0.0140 0.09 Q | | | | 2+25 0.0146 0.09 Q | | | | 2+30 0.0153 0.09 Q | | | | 2+35 0.0159 0.10 Q | | | | 2+40 0.0167 0.11 Q | | | | 2+45 0.0175 0.12 QV | | | | 2+50 0.0183 0.12 QV | | | | 2+55 0.0191 0.12 QV | | | | 3+ 0 0.0199 0.12 QV | | | | 3+ 5 0.0207 0.12 QV | | | | 3+10 0.0215 0.12 QV | | | | 3+15 0.0224 0.12 QV | | | | 3+20 0.0232 0.12 QV | | | | 3+25 0.0240 0.12 QV | | | | 3+30 0.0248 0.12 QV | | | | 3+35 0.0256 0.12 QV | | | | 3+40 0.0264 0.12 QV | | | | 3+45 0.0272 0.12 QV | | | | 3+50 0.0281 0.12 QV | | | | 3+55 0.0290 0.13 QV | | | | 4+ 0 0.0300 0.14 QV | | | | 4+ 5 0.0309 0.14 QV | | | | 4+10 0.0319 0.14 QV | | | | 4+15 0.0329 0.14 QV | | | | 4+20 0.0339 0.15 QV | | | | 4+25 0.0350 0.16 Q V | | | | 4+30 0.0361 0.16 Q V | | | | 4+35 0.0372 0.16 Q V | | | | 4+40 0.0384 0.17 Q V | | | | 4+45 0.0395 0.17 Q V | | | | 4+50 0.0407 0.17 Q V | | | | 4+55 0.0419 0.18 Q V | | | | 5+ 0 0.0432 0.19 Q V | | | | 5+ 5 0.0445 0.18 Q V | | | | 5+10 0.0455 0.16 Q V | | | | 5+15 0.0465 0.15 Q V | | | | 5+20 0.0476 0.15 Q V | | | | 5+25 0.0487 0.16 Q V | | | | 5+30 0.0498 0.16 Q V | | | | 5+35 0.0509 0.17 Q V | | | | 5+40 0.0522 0.18 Q V | | | | 5+45 0.0535 0.19 Q V | | | | 5+50 0.0548 0.19 Q V | | | | 5+55 0.0561 0.19 Q V | | | | 6+ 0 0.0574 0.19 Q V | | | | 6+ 5 0.0587 0.19 Q V | | | | 6+10 0.0601 0.21 Q V | | | | 6+15 0.0616 0.21 Q V | | | | 6+20 0.0630 0.21 Q V | | | | 6+25 0.0645 0.21 Q V | | | | 6+30 0.0659 0.21 Q V | | | | 6+35 0.0674 0.22 Q V | | | | 6+40 0.0690 0.23 Q V | | | | 6+45 0.0706 0.23 Q V | | | | 6+50 0.0722 0.24 Q V | | | | 6+55 0.0739 0.24 Q V | | | | 7+ 0 0.0755 0.24 Q V | | | | 7+ 5 0.0771 0.24 Q V | | | | 7+10 0.0787 0.24 Q V | | | | 7+15 0.0804 0.24 Q V | | | | 7+20 0.0820 0.24 Q V | | | | 7+25 0.0839 0.27 |Q V | | | | 7+30 0.0858 0.27 |Q V | | | | 7+35 0.0877 0.29 |Q V | | | | 7+40 0.0899 0.31 |Q V | | | | 7+45 0.0921 0.32 |Q V | | | | 7+50 0.0944 0.33 |Q V | | | | 7+55 0.0969 0.36 |Q V | | | | 8+ 0 0.0995 0.37 |Q V | | | | 8+ 5 0.1021 0.39 |Q V | | | | 8+10 0.1052 0.44 |Q V | | | | 8+15 0.1084 0.46 |Q V | | | | 8+20 0.1116 0.47 |Q V | | | | 8+25 0.1148 0.47 |Q V | | | | 8+30 0.1181 0.47 |Q V | | | | 8+35 0.1214 0.48 |Q V | | | | 8+40 0.1249 0.51 | Q V | | | | 8+45 0.1285 0.52 | Q V | | | | 8+50 0.1321 0.53 | Q V | | | | 8+55 0.1360 0.56 | Q V | | | | 9+ 0 0.1399 0.57 | Q V | | | | 9+ 5 0.1439 0.58 | Q V | | | | 9+10 0.1483 0.64 | Q V | | | | 9+15 0.1528 0.66 | Q V | | | | 9+20 0.1574 0.67 | Q V| | | | 9+25 0.1622 0.70 | Q V| | | | 9+30 0.1671 0.71 | Q V| | | | 9+35 0.1721 0.72 | Q V| | | | 9+40 0.1772 0.75 | Q V | | | 9+45 0.1825 0.76 | Q V | | | 9+50 0.1878 0.77 | Q V | | | 9+55 0.1933 0.80 | Q |V | | | 10+ 0 0.1988 0.81 | Q |V | | | 10+ 5 0.2041 0.77 | Q |V | | | 10+10 0.2081 0.59 | Q |V | | | 10+15 0.2118 0.53 | Q | V | | | 10+20 0.2153 0.51 | Q | V | | | 10+25 0.2188 0.50 | Q | V | | | 10+30 0.2222 0.50 |Q | V | | | 10+35 0.2259 0.53 | Q | V | | | 10+40 0.2304 0.66 | Q | V | | | 10+45 0.2353 0.70 | Q | V | | | 10+50 0.2402 0.72 | Q | V | | | 10+55 0.2452 0.73 | Q | V | | | 11+ 0 0.2503 0.73 | Q | V | | | 11+ 5 0.2553 0.73 | Q | V | | | 11+10 0.2601 0.70 | Q | V | | | 11+15 0.2649 0.69 | Q | V | | | 11+20 0.2696 0.69 | Q | V | | | 11+25 0.2744 0.69 | Q | V | | | 11+30 0.2792 0.69 | Q | V | | | 11+35 0.2838 0.68 | Q | V | | | 11+40 0.2882 0.63 | Q | V | | | 11+45 0.2924 0.61 | Q | V | | | 11+50 0.2966 0.61 | Q | V | | | 11+55 0.3010 0.64 | Q | V | | | 12+ 0 0.3055 0.65 | Q | V | | | 12+ 5 0.3103 0.70 | Q | V | | | 12+10 0.3163 0.88 | Q | V | | | 12+15 0.3228 0.94 | Q | V | | | 12+20 0.3295 0.97 | Q | V | | | 12+25 0.3364 1.00 | Q | V| | | 12+30 0.3434 1.02 | Q | V| | | 12+35 0.3505 1.04 | Q | V | | 12+40 0.3580 1.09 | Q | V | | 12+45 0.3656 1.11 | Q | V | | 12+50 0.3733 1.12 | Q | |V | | 12+55 0.3812 1.15 | Q | |V | | 13+ 0 0.3892 1.16 | Q | | V | | 13+ 5 0.3975 1.20 | Q | | V | | 13+10 0.4066 1.33 | Q | | V | | 13+15 0.4160 1.37 | Q | | V | | 13+20 0.4256 1.39 | Q | | V | | 13+25 0.4352 1.39 | Q | | V | | 13+30 0.4448 1.40 | Q | | V | | 13+35 0.4540 1.33 | Q | | V | | 13+40 0.4612 1.05 | Q | | V | | 13+45 0.4677 0.95 | Q | | V | | 13+50 0.4741 0.92 | Q | | V | | 13+55 0.4803 0.91 | Q | | V | | 14+ 0 0.4865 0.90 | Q | | V | | 14+ 5 0.4929 0.93 | Q | | V | | 14+10 0.5000 1.03 | Q | | V | | 14+15 0.5074 1.06 | Q | | V| | 14+20 0.5147 1.07 | Q | | V| | 14+25 0.5220 1.05 | Q | | V| | 14+30 0.5292 1.05 | Q | | V | 14+35 0.5364 1.04 | Q | | V | 14+40 0.5436 1.04 | Q | | |V | 14+45 0.5508 1.04 | Q | | |V | 14+50 0.5579 1.04 | Q | | | V | 14+55 0.5649 1.01 | Q | | | V | 15+ 0 0.5718 1.01 | Q | | | V | 15+ 5 0.5787 1.00 | Q | | | V | 15+10 0.5854 0.97 | Q | | | V | 15+15 0.5920 0.96 | Q | | | V | 15+20 0.5986 0.95 | Q | | | V | 15+25 0.6050 0.93 | Q | | | V | 15+30 0.6113 0.92 | Q | | | V | 15+35 0.6174 0.89 | Q | | | V | 15+40 0.6228 0.79 | Q | | | V | 15+45 0.6280 0.75 | Q | | | V | 15+50 0.6331 0.74 | Q | | | V | 15+55 0.6382 0.74 | Q | | | V | 16+ 0 0.6433 0.74 | Q | | | V | 16+ 5 0.6477 0.64 | Q | | | V | 16+10 0.6496 0.28 |Q | | | V | 16+15 0.6508 0.17 Q | | | V | 16+20 0.6516 0.12 Q | | | V | 16+25 0.6523 0.10 Q | | | V | 16+30 0.6530 0.10 Q | | | V | 16+35 0.6536 0.09 Q | | | V | 16+40 0.6542 0.08 Q | | | V | 16+45 0.6547 0.07 Q | | | V | 16+50 0.6552 0.07 Q | | | V | 16+55 0.6557 0.07 Q | | | V | 17+ 0 0.6562 0.07 Q | | | V | 17+ 5 0.6567 0.08 Q | | | V | 17+10 0.6574 0.10 Q | | | V | 17+15 0.6582 0.11 Q | | | V | 17+20 0.6590 0.12 Q | | | V | 17+25 0.6598 0.12 Q | | | V | 17+30 0.6606 0.12 Q | | | V | 17+35 0.6614 0.12 Q | | | V | 17+40 0.6622 0.12 Q | | | V | 17+45 0.6631 0.12 Q | | | V | 17+50 0.6638 0.11 Q | | | V | 17+55 0.6645 0.10 Q | | | V | 18+ 0 0.6652 0.10 Q | | | V | 18+ 5 0.6659 0.10 Q | | | V | 18+10 0.6665 0.09 Q | | | V | 18+15 0.6672 0.09 Q | | | V | 18+20 0.6678 0.09 Q | | | V | 18+25 0.6685 0.09 Q | | | V | 18+30 0.6691 0.09 Q | | | V | 18+35 0.6698 0.09 Q | | | V | 18+40 0.6703 0.08 Q | | | V | 18+45 0.6708 0.07 Q | | | V | 18+50 0.6713 0.07 Q | | | V | 18+55 0.6716 0.05 Q | | | V | 19+ 0 0.6720 0.05 Q | | | V | 19+ 5 0.6723 0.05 Q | | | V | 19+10 0.6728 0.06 Q | | | V | 19+15 0.6733 0.07 Q | | | V | 19+20 0.6738 0.07 Q | | | V | 19+25 0.6744 0.09 Q | | | V | 19+30 0.6750 0.09 Q | | | V | 19+35 0.6756 0.09 Q | | | V | 19+40 0.6762 0.08 Q | | | V | 19+45 0.6767 0.07 Q | | | V | 19+50 0.6771 0.07 Q | | | V | 19+55 0.6775 0.05 Q | | | V | 20+ 0 0.6779 0.05 Q | | | V | 20+ 5 0.6782 0.05 Q | | | V | 20+10 0.6787 0.06 Q | | | V | 20+15 0.6791 0.07 Q | | | V | 20+20 0.6796 0.07 Q | | | V| 20+25 0.6801 0.07 Q | | | V| 20+30 0.6806 0.07 Q | | | V| 20+35 0.6811 0.07 Q | | | V| 20+40 0.6816 0.07 Q | | | V| 20+45 0.6820 0.07 Q | | | V| 20+50 0.6825 0.07 Q | | | V| 20+55 0.6829 0.05 Q | | | V| 21+ 0 0.6832 0.05 Q | | | V| 21+ 5 0.6836 0.05 Q | | | V| 21+10 0.6840 0.06 Q | | | V| 21+15 0.6845 0.07 Q | | | V| 21+20 0.6850 0.07 Q | | | V| 21+25 0.6853 0.05 Q | | | V| 21+30 0.6857 0.05 Q | | | V| 21+35 0.6860 0.05 Q | | | V| 21+40 0.6865 0.06 Q | | | V| 21+45 0.6869 0.07 Q | | | V| 21+50 0.6874 0.07 Q | | | V| 21+55 0.6878 0.05 Q | | | V| 22+ 0 0.6881 0.05 Q | | | V| 22+ 5 0.6885 0.05 Q | | | V| 22+10 0.6889 0.06 Q | | | V| 22+15 0.6894 0.07 Q | | | V| 22+20 0.6898 0.07 Q | | | V| 22+25 0.6902 0.05 Q | | | V| 22+30 0.6905 0.05 Q | | | V| 22+35 0.6909 0.05 Q | | | V| 22+40 0.6912 0.05 Q | | | V| 22+45 0.6915 0.05 Q | | | V| 22+50 0.6919 0.05 Q | | | V| 22+55 0.6922 0.05 Q | | | V| 23+ 0 0.6925 0.05 Q | | | V| 23+ 5 0.6928 0.05 Q | | | V| 23+10 0.6932 0.05 Q | | | V| 23+15 0.6935 0.05 Q | | | V| 23+20 0.6938 0.05 Q | | | V| 23+25 0.6941 0.05 Q | | | V| 23+30 0.6945 0.05 Q | | | V| 23+35 0.6948 0.05 Q | | | V| 23+40 0.6951 0.05 Q | | | V| 23+45 0.6954 0.05 Q | | | V| 23+50 0.6958 0.05 Q | | | V| 23+55 0.6961 0.05 Q | | | V| 24+ 0 0.6964 0.05 Q | | | V| 24+ 5 0.6967 0.04 Q | | | V| 24+10 0.6968 0.01 Q | | | V| 24+15 0.6968 0.01 Q | | | V| 24+20 0.6968 0.00 Q | | | V| 24+25 0.6968 0.00 Q | | | V| 24+30 0.6969 0.00 Q | | | V| ----------------------------------------------------------------------- U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 10/24/24 File: LSP1100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6658
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
---------------------------------------------------------------------

LA SIERRA
100YR PROPOSED UH DMA A

KIMLEY-HORN
1HR
-------------------------------------------------------------------- Drainage Area = 8.54(Ac.) = 0.013 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 8.54(Ac.) =

0.013 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.083 Hr.

Lag time = 4.98 Min.
25% of lag time = 1.25 Min.
40% of lag time = 1.99 Min.

Unit time = 5.00 Min.

Duration of storm = 1 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

8.54 0.46 3.90
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

8.54 1.24 10.59
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.457(In)
Area Averaged 100-Year Rainfall = 1.240(In)
Point rain (area averaged) = 1.240(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 1.240(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

8.540 75.00 0.520
Total Area Entered = 8.54(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

LA SIERRA
100YR PROPOSED UH DMA A

KIMLEY-HORN
3HR
-------------------------------------------------------------------- Drainage Area = 8.54(Ac.) = 0.013 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 8.54(Ac.) =

0.013 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.083 Hr.

Lag time = 4.98 Min.
25% of lag time = 1.25 Min.
40% of lag time = 1.99 Min.

Unit time = 5.00 Min.

Duration of storm = 3 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

8.54 0.79 6.75
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

8.54 1.97 16.82
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 0.790(In)
Area Averaged 100-Year Rainfall = 1.970(In)
Point rain (area averaged) = 1.970(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 1.970(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

8.540 75.00 0.520
Total Area Entered = 8.54(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

U n i t H y d r o g r a p h A n a l y s i s
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 10/24/24 File: LSP24100.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6658
--------------------------------------------------------------------- English (in-lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
---------------------------------------------------------------------

LA SIERRA
100YR PROPOSED UH DMA A

KIMLEY-HORN
24HR
-------------------------------------------------------------------- Drainage Area = 8.54(Ac.) = 0.013 Sq. Mi.

Drainage Area for Depth-Area Areal Adjustment = 8.54(Ac.) =

0.013 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.083 Hr.

Lag time = 4.98 Min.
25% of lag time = 1.25 Min.
40% of lag time = 1.99 Min.

Unit time = 5.00 Min.

Duration of storm = 24 Hour(s)
User Entered Base Flow = 0.00(CFS)
2 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

8.54 1.92 16.40
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]

8.54 5.07 43.30
STORM EVENT (YEAR) = 100.00
Area Averaged 2-Year Rainfall = 1.920(In)
Area Averaged 100-Year Rainfall = 5.070(In)
Point rain (area averaged) = 5.070(In)
Areal adjustment factor = 100.00 %
Adjusted average point rain = 5.070(In)
Sub-Area Data:

Area(Ac.) Runoff Index Impervious %

8.540 75.00 0.520
Total Area Entered = 8.54(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC-3 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

75.0 88.0 0.153 0.520 0.081 1.000 0.081 Sum (F) = 0.081
Area averaged mean soil loss (F) (In/Hr) = 0.081
Minimum soil loss rate ((In/Hr)) = 0.041
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.484
--------------------------------------------------------------------- U n i t H y d r o g r a p h
FOOTHILL S-Curve
-------------------------------------------------------------------- Unit Hydrograph Data
--------------------------------------------------------------------- Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph % (CFS) --------------------------------------------------------------------- 1 0.083 100.402 14.560 1.253 2 0.167 200.803 55.758 4.799 3 0.250 301.205 18.364 1.581 4 0.333 401.606 7.391 0.636 5 0.417 502.008 2.421 0.208 6 0.500 602.410 0.846 0.073 7 0.583 702.811 0.660 0.057 Sum = 100.000 Sum= 8.607
----------------------------------------------------------------------- The following loss rate calculations reflect use of the minimum calculated loss rate subtracted from the Storm Rain to produce the maximum Effective Rain value Unit Time Pattern Storm Rain Loss rate(In./Hr) Effective (Hr.) Percent (In/Hr) Max | Low (In/Hr) 1 0.08 0.07 0.041 ( 0.144) 0.020 0.021 2 0.17 0.07 0.041 ( 0.144) 0.020 0.021 3 0.25 0.07 0.041 ( 0.143) 0.020 0.021 4 0.33 0.10 0.061 ( 0.142) 0.029 0.031 5 0.42 0.10 0.061 ( 0.142) 0.029 0.031 6 0.50 0.10 0.061 ( 0.141) 0.029 0.031 7 0.58 0.10 0.061 ( 0.141) 0.029 0.031 8 0.67 0.10 0.061 ( 0.140) 0.029 0.031 9 0.75 0.10 0.061 ( 0.140) 0.029 0.031 10 0.83 0.13 0.081 ( 0.139) 0.039 0.042 11 0.92 0.13 0.081 ( 0.139) 0.039 0.042 12 1.00 0.13 0.081 ( 0.138) 0.039 0.042 13 1.08 0.10 0.061 ( 0.137) 0.029 0.031 14 1.17 0.10 0.061 ( 0.137) 0.029 0.031 15 1.25 0.10 0.061 ( 0.136) 0.029 0.031 16 1.33 0.10 0.061 ( 0.136) 0.029 0.031 17 1.42 0.10 0.061 ( 0.135) 0.029 0.031 18 1.50 0.10 0.061 ( 0.135) 0.029 0.031 19 1.58 0.10 0.061 ( 0.134) 0.029 0.031 20 1.67 0.10 0.061 ( 0.134) 0.029 0.031 21 1.75 0.10 0.061 ( 0.133) 0.029 0.031 22 1.83 0.13 0.081 ( 0.133) 0.039 0.042 23 1.92 0.13 0.081 ( 0.132) 0.039 0.042 24 2.00 0.13 0.081 ( 0.132) 0.039 0.042 25 2.08 0.13 0.081 ( 0.131) 0.039 0.042 26 2.17 0.13 0.081 ( 0.130) 0.039 0.042 27 2.25 0.13 0.081 ( 0.130) 0.039 0.042 28 2.33 0.13 0.081 ( 0.129) 0.039 0.042 29 2.42 0.13 0.081 ( 0.129) 0.039 0.042 30 2.50 0.13 0.081 ( 0.128) 0.039 0.042 31 2.58 0.17 0.101 ( 0.128) 0.049 0.052 32 2.67 0.17 0.101 ( 0.127) 0.049 0.052 33 2.75 0.17 0.101 ( 0.127) 0.049 0.052 34 2.83 0.17 0.101 ( 0.126) 0.049 0.052 35 2.92 0.17 0.101 ( 0.126) 0.049 0.052 36 3.00 0.17 0.101 ( 0.125) 0.049 0.052 37 3.08 0.17 0.101 ( 0.125) 0.049 0.052 38 3.17 0.17 0.101 ( 0.124) 0.049 0.052 39 3.25 0.17 0.101 ( 0.124) 0.049 0.052 40 3.33 0.17 0.101 ( 0.123) 0.049 0.052 41 3.42 0.17 0.101 ( 0.123) 0.049 0.052 42 3.50 0.17 0.101 ( 0.122) 0.049 0.052 43 3.58 0.17 0.101 ( 0.122) 0.049 0.052 44 3.67 0.17 0.101 ( 0.121) 0.049 0.052 45 3.75 0.17 0.101 ( 0.121) 0.049 0.052 46 3.83 0.20 0.122 ( 0.120) 0.059 0.063 47 3.92 0.20 0.122 ( 0.120) 0.059 0.063 48 4.00 0.20 0.122 ( 0.119) 0.059 0.063 49 4.08 0.20 0.122 ( 0.119) 0.059 0.063 50 4.17 0.20 0.122 ( 0.118) 0.059 0.063 51 4.25 0.20 0.122 ( 0.118) 0.059 0.063 52 4.33 0.23 0.142 ( 0.117) 0.069 0.073 53 4.42 0.23 0.142 ( 0.117) 0.069 0.073 54 4.50 0.23 0.142 ( 0.116) 0.069 0.073 55 4.58 0.23 0.142 ( 0.116) 0.069 0.073 56 4.67 0.23 0.142 ( 0.115) 0.069 0.073 57 4.75 0.23 0.142 ( 0.115) 0.069 0.073 58 4.83 0.27 0.162 ( 0.114) 0.079 0.084 59 4.92 0.27 0.162 ( 0.114) 0.079 0.084 60 5.00 0.27 0.162 ( 0.113) 0.079 0.084 61 5.08 0.20 0.122 ( 0.113) 0.059 0.063 62 5.17 0.20 0.122 ( 0.112) 0.059 0.063 63 5.25 0.20 0.122 ( 0.112) 0.059 0.063 64 5.33 0.23 0.142 ( 0.111) 0.069 0.073 65 5.42 0.23 0.142 ( 0.111) 0.069 0.073 66 5.50 0.23 0.142 ( 0.110) 0.069 0.073 67 5.58 0.27 0.162 ( 0.110) 0.079 0.084 68 5.67 0.27 0.162 ( 0.109) 0.079 0.084 69 5.75 0.27 0.162 ( 0.109) 0.079 0.084 70 5.83 0.27 0.162 ( 0.108) 0.079 0.084 71 5.92 0.27 0.162 ( 0.108) 0.079 0.084 72 6.00 0.27 0.162 ( 0.107) 0.079 0.084 73 6.08 0.30 0.183 ( 0.107) 0.088 0.094 74 6.17 0.30 0.183 ( 0.106) 0.088 0.094 75 6.25 0.30 0.183 ( 0.106) 0.088 0.094 76 6.33 0.30 0.183 ( 0.105) 0.088 0.094 77 6.42 0.30 0.183 ( 0.105) 0.088 0.094 78 6.50 0.30 0.183 ( 0.104) 0.088 0.094 79 6.58 0.33 0.203 ( 0.104) 0.098 0.105 80 6.67 0.33 0.203 ( 0.104) 0.098 0.105 81 6.75 0.33 0.203 ( 0.103) 0.098 0.105 82 6.83 0.33 0.203 ( 0.103) 0.098 0.105 83 6.92 0.33 0.203 ( 0.102) 0.098 0.105 84 7.00 0.33 0.203 ( 0.102) 0.098 0.105 85 7.08 0.33 0.203 ( 0.101) 0.098 0.105 86 7.17 0.33 0.203 ( 0.101) 0.098 0.105 87 7.25 0.33 0.203 ( 0.100) 0.098 0.105 88 7.33 0.37 0.223 0.100 ( 0.108) 0.123 89 7.42 0.37 0.223 0.099 ( 0.108) 0.124 90 7.50 0.37 0.223 0.099 ( 0.108) 0.124 91 7.58 0.40 0.243 0.098 ( 0.118) 0.145 92 7.67 0.40 0.243 0.098 ( 0.118) 0.145 93 7.75 0.40 0.243 0.098 ( 0.118) 0.146 94 7.83 0.43 0.264 0.097 ( 0.128) 0.167 95 7.92 0.43 0.264 0.097 ( 0.128) 0.167 96 8.00 0.43 0.264 0.096 ( 0.128) 0.167 97 8.08 0.50 0.304 0.096 ( 0.147) 0.208 98 8.17 0.50 0.304 0.095 ( 0.147) 0.209 99 8.25 0.50 0.304 0.095 ( 0.147) 0.209 100 8.33 0.50 0.304 0.094 ( 0.147) 0.210 101 8.42 0.50 0.304 0.094 ( 0.147) 0.210 102 8.50 0.50 0.304 0.094 ( 0.147) 0.211 103 8.58 0.53 0.324 0.093 ( 0.157) 0.231 104 8.67 0.53 0.324 0.093 ( 0.157) 0.232 105 8.75 0.53 0.324 0.092 ( 0.157) 0.232 106 8.83 0.57 0.345 0.092 ( 0.167) 0.253 107 8.92 0.57 0.345 0.091 ( 0.167) 0.253 108 9.00 0.57 0.345 0.091 ( 0.167) 0.254 109 9.08 0.63 0.385 0.090 ( 0.186) 0.295 110 9.17 0.63 0.385 0.090 ( 0.186) 0.295 111 9.25 0.63 0.385 0.090 ( 0.186) 0.296 112 9.33 0.67 0.406 0.089 ( 0.196) 0.316 113 9.42 0.67 0.406 0.089 ( 0.196) 0.317 114 9.50 0.67 0.406 0.088 ( 0.196) 0.317 115 9.58 0.70 0.426 0.088 ( 0.206) 0.338 116 9.67 0.70 0.426 0.088 ( 0.206) 0.338 117 9.75 0.70 0.426 0.087 ( 0.206) 0.339 118 9.83 0.73 0.446 0.087 ( 0.216) 0.359 119 9.92 0.73 0.446 0.086 ( 0.216) 0.360 120 10.00 0.73 0.446 0.086 ( 0.216) 0.360 121 10.08 0.50 0.304 0.085 ( 0.147) 0.219 122 10.17 0.50 0.304 0.085 ( 0.147) 0.219 123 10.25 0.50 0.304 0.085 ( 0.147) 0.220 124 10.33 0.50 0.304 0.084 ( 0.147) 0.220 125 10.42 0.50 0.304 0.084 ( 0.147) 0.220 126 10.50 0.50 0.304 0.083 ( 0.147) 0.221 127 10.58 0.67 0.406 0.083 ( 0.196) 0.323 128 10.67 0.67 0.406 0.083 ( 0.196) 0.323 129 10.75 0.67 0.406 0.082 ( 0.196) 0.323 130 10.83 0.67 0.406 0.082 ( 0.196) 0.324 131 10.92 0.67 0.406 0.081 ( 0.196) 0.324 132 11.00 0.67 0.406 0.081 ( 0.196) 0.325 133 11.08 0.63 0.385 0.081 ( 0.186) 0.305 134 11.17 0.63 0.385 0.080 ( 0.186) 0.305 135 11.25 0.63 0.385 0.080 ( 0.186) 0.306 136 11.33 0.63 0.385 0.079 ( 0.186) 0.306 137 11.42 0.63 0.385 0.079 ( 0.186) 0.306 138 11.50 0.63 0.385 0.079 ( 0.186) 0.307 139 11.58 0.57 0.345 0.078 ( 0.167) 0.267 140 11.67 0.57 0.345 0.078 ( 0.167) 0.267 141 11.75 0.57 0.345 0.077 ( 0.167) 0.267 142 11.83 0.60 0.365 0.077 ( 0.177) 0.288 143 11.92 0.60 0.365 0.077 ( 0.177) 0.288 144 12.00 0.60 0.365 0.076 ( 0.177) 0.289 145 12.08 0.83 0.507 0.076 ( 0.245) 0.431 146 12.17 0.83 0.507 0.076 ( 0.245) 0.431 147 12.25 0.83 0.507 0.075 ( 0.245) 0.432 148 12.33 0.87 0.527 0.075 ( 0.255) 0.453 149 12.42 0.87 0.527 0.074 ( 0.255) 0.453 150 12.50 0.87 0.527 0.074 ( 0.255) 0.453 151 12.58 0.93 0.568 0.074 ( 0.275) 0.494 152 12.67 0.93 0.568 0.073 ( 0.275) 0.495 153 12.75 0.93 0.568 0.073 ( 0.275) 0.495 154 12.83 0.97 0.588 0.073 ( 0.285) 0.516 155 12.92 0.97 0.588 0.072 ( 0.285) 0.516 156 13.00 0.97 0.588 0.072 ( 0.285) 0.516 157 13.08 1.13 0.690 0.071 ( 0.334) 0.618 158 13.17 1.13 0.690 0.071 ( 0.334) 0.618 159 13.25 1.13 0.690 0.071 ( 0.334) 0.619 160 13.33 1.13 0.690 0.070 ( 0.334) 0.619 161 13.42 1.13 0.690 0.070 ( 0.334) 0.620 162 13.50 1.13 0.690 0.070 ( 0.334) 0.620 163 13.58 0.77 0.466 0.069 ( 0.226) 0.397 164 13.67 0.77 0.466 0.069 ( 0.226) 0.398 165 13.75 0.77 0.466 0.069 ( 0.226) 0.398 166 13.83 0.77 0.466 0.068 ( 0.226) 0.398 167 13.92 0.77 0.466 0.068 ( 0.226) 0.399 168 14.00 0.77 0.466 0.068 ( 0.226) 0.399 169 14.08 0.90 0.548 0.067 ( 0.265) 0.480 170 14.17 0.90 0.548 0.067 ( 0.265) 0.481 171 14.25 0.90 0.548 0.066 ( 0.265) 0.481 172 14.33 0.87 0.527 0.066 ( 0.255) 0.461 173 14.42 0.87 0.527 0.066 ( 0.255) 0.461 174 14.50 0.87 0.527 0.065 ( 0.255) 0.462 175 14.58 0.87 0.527 0.065 ( 0.255) 0.462 176 14.67 0.87 0.527 0.065 ( 0.255) 0.462 177 14.75 0.87 0.527 0.064 ( 0.255) 0.463 178 14.83 0.83 0.507 0.064 ( 0.245) 0.443 179 14.92 0.83 0.507 0.064 ( 0.245) 0.443 180 15.00 0.83 0.507 0.063 ( 0.245) 0.444 181 15.08 0.80 0.487 0.063 ( 0.236) 0.424 182 15.17 0.80 0.487 0.063 ( 0.236) 0.424 183 15.25 0.80 0.487 0.063 ( 0.236) 0.424 184 15.33 0.77 0.466 0.062 ( 0.226) 0.404 185 15.42 0.77 0.466 0.062 ( 0.226) 0.405 186 15.50 0.77 0.466 0.062 ( 0.226) 0.405 187 15.58 0.63 0.385 0.061 ( 0.186) 0.324 188 15.67 0.63 0.385 0.061 ( 0.186) 0.324 189 15.75 0.63 0.385 0.061 ( 0.186) 0.325 190 15.83 0.63 0.385 0.060 ( 0.186) 0.325 191 15.92 0.63 0.385 0.060 ( 0.186) 0.325 192 16.00 0.63 0.385 0.060 ( 0.186) 0.326 193 16.08 0.13 0.081 ( 0.059) 0.039 0.042 194 16.17 0.13 0.081 ( 0.059) 0.039 0.042 195 16.25 0.13 0.081 ( 0.059) 0.039 0.042 196 16.33 0.13 0.081 ( 0.058) 0.039 0.042 197 16.42 0.13 0.081 ( 0.058) 0.039 0.042 198 16.50 0.13 0.081 ( 0.058) 0.039 0.042 199 16.58 0.10 0.061 ( 0.058) 0.029 0.031 200 16.67 0.10 0.061 ( 0.057) 0.029 0.031 201 16.75 0.10 0.061 ( 0.057) 0.029 0.031 202 16.83 0.10 0.061 ( 0.057) 0.029 0.031 203 16.92 0.10 0.061 ( 0.056) 0.029 0.031 204 17.00 0.10 0.061 ( 0.056) 0.029 0.031 205 17.08 0.17 0.101 ( 0.056) 0.049 0.052 206 17.17 0.17 0.101 ( 0.056) 0.049 0.052 207 17.25 0.17 0.101 ( 0.055) 0.049 0.052 208 17.33 0.17 0.101 ( 0.055) 0.049 0.052 209 17.42 0.17 0.101 ( 0.055) 0.049 0.052 210 17.50 0.17 0.101 ( 0.054) 0.049 0.052 211 17.58 0.17 0.101 ( 0.054) 0.049 0.052 212 17.67 0.17 0.101 ( 0.054) 0.049 0.052 213 17.75 0.17 0.101 ( 0.054) 0.049 0.052 214 17.83 0.13 0.081 ( 0.053) 0.039 0.042 215 17.92 0.13 0.081 ( 0.053) 0.039 0.042 216 18.00 0.13 0.081 ( 0.053) 0.039 0.042 217 18.08 0.13 0.081 ( 0.053) 0.039 0.042 218 18.17 0.13 0.081 ( 0.052) 0.039 0.042 219 18.25 0.13 0.081 ( 0.052) 0.039 0.042 220 18.33 0.13 0.081 ( 0.052) 0.039 0.042 221 18.42 0.13 0.081 ( 0.052) 0.039 0.042 222 18.50 0.13 0.081 ( 0.051) 0.039 0.042 223 18.58 0.10 0.061 ( 0.051) 0.029 0.031 224 18.67 0.10 0.061 ( 0.051) 0.029 0.031 225 18.75 0.10 0.061 ( 0.051) 0.029 0.031 226 18.83 0.07 0.041 ( 0.050) 0.020 0.021 227 18.92 0.07 0.041 ( 0.050) 0.020 0.021 228 19.00 0.07 0.041 ( 0.050) 0.020 0.021 229 19.08 0.10 0.061 ( 0.050) 0.029 0.031 230 19.17 0.10 0.061 ( 0.049) 0.029 0.031 231 19.25 0.10 0.061 ( 0.049) 0.029 0.031 232 19.33 0.13 0.081 ( 0.049) 0.039 0.042 233 19.42 0.13 0.081 ( 0.049) 0.039 0.042 234 19.50 0.13 0.081 ( 0.049) 0.039 0.042 235 19.58 0.10 0.061 ( 0.048) 0.029 0.031 236 19.67 0.10 0.061 ( 0.048) 0.029 0.031 237 19.75 0.10 0.061 ( 0.048) 0.029 0.031 238 19.83 0.07 0.041 ( 0.048) 0.020 0.021 239 19.92 0.07 0.041 ( 0.047) 0.020 0.021 240 20.00 0.07 0.041 ( 0.047) 0.020 0.021 241 20.08 0.10 0.061 ( 0.047) 0.029 0.031 242 20.17 0.10 0.061 ( 0.047) 0.029 0.031 243 20.25 0.10 0.061 ( 0.047) 0.029 0.031 244 20.33 0.10 0.061 ( 0.046) 0.029 0.031 245 20.42 0.10 0.061 ( 0.046) 0.029 0.031 246 20.50 0.10 0.061 ( 0.046) 0.029 0.031 247 20.58 0.10 0.061 ( 0.046) 0.029 0.031 248 20.67 0.10 0.061 ( 0.046) 0.029 0.031 249 20.75 0.10 0.061 ( 0.045) 0.029 0.031 250 20.83 0.07 0.041 ( 0.045) 0.020 0.021 251 20.92 0.07 0.041 ( 0.045) 0.020 0.021 252 21.00 0.07 0.041 ( 0.045) 0.020 0.021 253 21.08 0.10 0.061 ( 0.045) 0.029 0.031 254 21.17 0.10 0.061 ( 0.045) 0.029 0.031 255 21.25 0.10 0.061 ( 0.044) 0.029 0.031 256 21.33 0.07 0.041 ( 0.044) 0.020 0.021 257 21.42 0.07 0.041 ( 0.044) 0.020 0.021 258 21.50 0.07 0.041 ( 0.044) 0.020 0.021 259 21.58 0.10 0.061 ( 0.044) 0.029 0.031 260 21.67 0.10 0.061 ( 0.044) 0.029 0.031 261 21.75 0.10 0.061 ( 0.043) 0.029 0.031 262 21.83 0.07 0.041 ( 0.043) 0.020 0.021 263 21.92 0.07 0.041 ( 0.043) 0.020 0.021 264 22.00 0.07 0.041 ( 0.043) 0.020 0.021 265 22.08 0.10 0.061 ( 0.043) 0.029 0.031 266 22.17 0.10 0.061 ( 0.043) 0.029 0.031 267 22.25 0.10 0.061 ( 0.043) 0.029 0.031 268 22.33 0.07 0.041 ( 0.042) 0.020 0.021 269 22.42 0.07 0.041 ( 0.042) 0.020 0.021 270 22.50 0.07 0.041 ( 0.042) 0.020 0.021 271 22.58 0.07 0.041 ( 0.042) 0.020 0.021 272 22.67 0.07 0.041 ( 0.042) 0.020 0.021 273 22.75 0.07 0.041 ( 0.042) 0.020 0.021 274 22.83 0.07 0.041 ( 0.042) 0.020 0.021 275 22.92 0.07 0.041 ( 0.042) 0.020 0.021 276 23.00 0.07 0.041 ( 0.041) 0.020 0.021 277 23.08 0.07 0.041 ( 0.041) 0.020 0.021 278 23.17 0.07 0.041 ( 0.041) 0.020 0.021 279 23.25 0.07 0.041 ( 0.041) 0.020 0.021 280 23.33 0.07 0.041 ( 0.041) 0.020 0.021 281 23.42 0.07 0.041 ( 0.041) 0.020 0.021 282 23.50 0.07 0.041 ( 0.041) 0.020 0.021 283 23.58 0.07 0.041 ( 0.041) 0.020 0.021 284 23.67 0.07 0.041 ( 0.041) 0.020 0.021 285 23.75 0.07 0.041 ( 0.041) 0.020 0.021 286 23.83 0.07 0.041 ( 0.041) 0.020 0.021 287 23.92 0.07 0.041 ( 0.041) 0.020 0.021 288 24.00 0.07 0.041 ( 0.041) 0.020 0.021 (Loss Rate Not Used)
Sum = 100.0 Sum = 44.8 Flood volume = Effective rainfall 3.73(In)
times area 8.5(Ac.)/[(In)/(Ft.)] = 2.7(Ac.Ft) Total soil loss = 1.34(In)
Total soil loss = 0.951(Ac.Ft)
Total rainfall = 5.07(In)
Flood volume = 115726.0 Cubic Feet
Total soil loss = 41442.4 Cubic Feet
-------------------------------------------------------------------- Peak flow rate of this hydrograph = 5.328(CFS)
-------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M
R u n o f f H y d r o g r a p h
-------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS))
-------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 2.5 5.0 7.5 10.0 ----------------------------------------------------------------------- 0+ 5 0.0002 0.03 Q | | | | 0+10 0.0011 0.13 Q | | | | 0+15 0.0022 0.16 Q | | | | 0+20 0.0034 0.19 Q | | | | 0+25 0.0051 0.24 Q | | | | 0+30 0.0069 0.26 VQ | | | | 0+35 0.0087 0.27 VQ | | | | 0+40 0.0106 0.27 VQ | | | | 0+45 0.0124 0.27 VQ | | | | 0+50 0.0144 0.28 VQ | | | | 0+55 0.0167 0.33 VQ | | | | 1+ 0 0.0191 0.35 VQ | | | | 1+ 5 0.0215 0.34 VQ | | | | 1+10 0.0235 0.30 VQ | | | | 1+15 0.0254 0.28 VQ | | | | 1+20 0.0273 0.27 VQ | | | | 1+25 0.0292 0.27 VQ | | | | 1+30 0.0310 0.27 VQ | | | | 1+35 0.0329 0.27 VQ | | | | 1+40 0.0348 0.27 VQ | | | | 1+45 0.0366 0.27 VQ | | | | 1+50 0.0386 0.28 VQ | | | | 1+55 0.0409 0.33 VQ | | | | 2+ 0 0.0433 0.35 VQ | | | | 2+ 5 0.0458 0.36 VQ | | | | 2+10 0.0482 0.36 VQ | | | | 2+15 0.0507 0.36 VQ | | | | 2+20 0.0532 0.36 VQ | | | | 2+25 0.0557 0.36 VQ | | | | 2+30 0.0581 0.36 VQ | | | | 2+35 0.0607 0.37 VQ | | | | 2+40 0.0636 0.42 VQ | | | | 2+45 0.0667 0.44 |Q | | | | 2+50 0.0698 0.45 |Q | | | | 2+55 0.0728 0.45 |Q | | | | 3+ 0 0.0759 0.45 |Q | | | | 3+ 5 0.0790 0.45 |Q | | | | 3+10 0.0821 0.45 |Q | | | | 3+15 0.0853 0.45 |Q | | | | 3+20 0.0884 0.45 |Q | | | | 3+25 0.0915 0.45 |Q | | | | 3+30 0.0946 0.45 |Q | | | | 3+35 0.0977 0.45 |Q | | | | 3+40 0.1008 0.45 |Q | | | | 3+45 0.1039 0.45 |Q | | | | 3+50 0.1071 0.46 |Q | | | | 3+55 0.1106 0.51 |VQ | | | | 4+ 0 0.1143 0.53 |VQ | | | | 4+ 5 0.1180 0.54 |VQ | | | | 4+10 0.1217 0.54 |VQ | | | | 4+15 0.1254 0.54 |VQ | | | | 4+20 0.1292 0.55 |VQ | | | | 4+25 0.1334 0.60 | Q | | | | 4+30 0.1376 0.62 | Q | | | | 4+35 0.1420 0.63 | Q | | | | 4+40 0.1463 0.63 | Q | | | | 4+45 0.1506 0.63 | Q | | | | 4+50 0.1551 0.64 | Q | | | | 4+55 0.1598 0.69 | Q | | | | 5+ 0 0.1647 0.71 | Q | | | | 5+ 5 0.1695 0.69 | Q | | | | 5+10 0.1736 0.59 | Q | | | | 5+15 0.1774 0.56 | Q | | | | 5+20 0.1813 0.56 | Q | | | | 5+25 0.1855 0.61 | Q | | | | 5+30 0.1898 0.62 | Q | | | | 5+35 0.1942 0.64 | Q | | | | 5+40 0.1989 0.69 | Q | | | | 5+45 0.2038 0.71 | QV | | | | 5+50 0.2088 0.72 | QV | | | | 5+55 0.2137 0.72 | QV | | | | 6+ 0 0.2187 0.72 | QV | | | | 6+ 5 0.2238 0.73 | QV | | | | 6+10 0.2292 0.78 | Q | | | | 6+15 0.2347 0.80 | Q | | | | 6+20 0.2402 0.81 | Q | | | | 6+25 0.2458 0.81 | Q | | | | 6+30 0.2514 0.81 | Q | | | | 6+35 0.2571 0.82 | Q | | | | 6+40 0.2631 0.87 | Q | | | | 6+45 0.2692 0.89 | QV | | | | 6+50 0.2754 0.90 | QV | | | | 6+55 0.2816 0.90 | QV | | | | 7+ 0 0.2878 0.90 | QV | | | | 7+ 5 0.2940 0.90 | QV | | | | 7+10 0.3002 0.90 | QV | | | | 7+15 0.3064 0.90 | QV | | | | 7+20 0.3128 0.92 | QV | | | | 7+25 0.3198 1.01 | Q | | | | 7+30 0.3270 1.05 | Q | | | | 7+35 0.3345 1.09 | QV | | | | 7+40 0.3427 1.19 | QV | | | | 7+45 0.3511 1.23 | QV | | | | 7+50 0.3599 1.27 | Q | | | | 7+55 0.3694 1.38 | Q | | | | 8+ 0 0.3792 1.42 | Q | | | | 8+ 5 0.3894 1.48 | Q | | | | 8+10 0.4010 1.69 | Q | | | | 8+15 0.4131 1.76 | VQ | | | | 8+20 0.4254 1.79 | VQ | | | | 8+25 0.4378 1.80 | VQ | | | | 8+30 0.4502 1.81 | VQ | | | | 8+35 0.4629 1.84 | VQ | | | | 8+40 0.4763 1.94 | Q | | | | 8+45 0.4899 1.98 | Q | | | | 8+50 0.5038 2.02 | VQ | | | | 8+55 0.5184 2.12 | VQ | | | | 9+ 0 0.5333 2.16 | Q | | | | 9+ 5 0.5486 2.23 | Q | | | | 9+10 0.5653 2.43 | VQ| | | | 9+15 0.5826 2.50 | V Q | | | 9+20 0.6002 2.56 | VQ | | | 9+25 0.6185 2.67 | VQ | | | 9+30 0.6372 2.70 | VQ | | | 9+35 0.6561 2.75 | VQ | | | 9+40 0.6758 2.85 | VQ | | | 9+45 0.6957 2.89 | VQ | | | 9+50 0.7159 2.93 | VQ | | | 9+55 0.7368 3.04 | |VQ | | | 10+ 0 0.7580 3.08 | |VQ | | | 10+ 5 0.7781 2.92 | |Q | | | 10+10 0.7935 2.24 | Q |V | | | 10+15 0.8075 2.02 | Q | V | | | 10+20 0.8208 1.94 | Q | V | | | 10+25 0.8340 1.91 | Q | V | | | 10+30 0.8471 1.90 | Q | V | | | 10+35 0.8611 2.03 | Q | V | | | 10+40 0.8784 2.52 | Q V | | | 10+45 0.8969 2.68 | Q V | | | 10+50 0.9158 2.75 | Q V | | | 10+55 0.9349 2.77 | |Q V | | | 11+ 0 0.9541 2.79 | |Q V | | | 11+ 5 0.9732 2.77 | |Q V | | | 11+10 0.9916 2.68 | Q V | | | 11+15 1.0098 2.65 | Q V | | | 11+20 1.0280 2.64 | Q V | | | 11+25 1.0461 2.64 | Q V | | | 11+30 1.0643 2.64 | Q V | | | 11+35 1.0821 2.59 | Q V | | | 11+40 1.0987 2.40 | Q| V | | | 11+45 1.1148 2.34 | Q| V | | | 11+50 1.1309 2.34 | Q| V | | | 11+55 1.1476 2.43 | Q| V | | | 12+ 0 1.1646 2.46 | Q| V | | | 12+ 5 1.1829 2.66 | Q V | | | 12+10 1.2059 3.35 | | Q V | | | 12+15 1.2306 3.58 | | Q V | | | 12+20 1.2560 3.70 | | Q V | | | 12+25 1.2824 3.83 | | Q V| | | 12+30 1.3090 3.87 | | Q V| | | 12+35 1.3362 3.95 | | Q V | | 12+40 1.3648 4.15 | | Q V | | 12+45 1.3938 4.22 | | Q V | | 12+50 1.4232 4.27 | | Q |V | | 12+55 1.4534 4.38 | | Q |V | | 13+ 0 1.4839 4.42 | | Q | V | | 13+ 5 1.5153 4.57 | | Q | V | | 13+10 1.5501 5.06 | | Q V | | 13+15 1.5861 5.22 | | Q V | | 13+20 1.6226 5.29 | | |Q V | | 13+25 1.6592 5.32 | | |Q V | | 13+30 1.6959 5.33 | | |Q V | | 13+35 1.7307 5.06 | | Q V | | 13+40 1.7582 3.99 | | Q | V | | 13+45 1.7833 3.64 | | Q | V | | 13+50 1.8074 3.50 | | Q | V | | 13+55 1.8312 3.46 | | Q | V | | 14+ 0 1.8549 3.44 | | Q | V | | 14+ 5 1.8792 3.54 | | Q | V | | 14+10 1.9063 3.93 | | Q | V | | 14+15 1.9343 4.06 | | Q | V| | 14+20 1.9624 4.09 | | Q | V| | 14+25 1.9900 4.01 | | Q | V| | 14+30 2.0175 3.99 | | Q | V | 14+35 2.0449 3.98 | | Q | V | 14+40 2.0724 3.98 | | Q | |V | 14+45 2.0998 3.98 | | Q | |V | 14+50 2.1270 3.96 | | Q | | V | 14+55 2.1537 3.86 | | Q | | V | 15+ 0 2.1801 3.84 | | Q | | V | 15+ 5 2.2062 3.80 | | Q | | V | 15+10 2.2317 3.70 | | Q | | V | 15+15 2.2570 3.67 | | Q | | V | 15+20 2.2820 3.63 | | Q | | V | 15+25 2.3064 3.53 | | Q | | V | 15+30 2.3305 3.50 | | Q | | V | 15+35 2.3539 3.39 | | Q | | V | 15+40 2.3745 3.00 | |Q | | V | 15+45 2.3943 2.87 | |Q | | V | 15+50 2.4137 2.82 | |Q | | V | 15+55 2.4331 2.81 | |Q | | V | 16+ 0 2.4524 2.81 | |Q | | V | 16+ 5 2.4692 2.45 | Q| | | V | 16+10 2.4767 1.09 | Q | | | V | 16+15 2.4811 0.64 | Q | | | V | 16+20 2.4842 0.46 |Q | | | V | 16+25 2.4870 0.40 |Q | | | V | 16+30 2.4896 0.38 |Q | | | V | 16+35 2.4920 0.35 |Q | | | V | 16+40 2.4940 0.30 |Q | | | V | 16+45 2.4959 0.28 |Q | | | V | 16+50 2.4978 0.27 |Q | | | V | 16+55 2.4997 0.27 |Q | | | V | 17+ 0 2.5016 0.27 |Q | | | V | 17+ 5 2.5036 0.30 |Q | | | V | 17+10 2.5063 0.40 |Q | | | V | 17+15 2.5093 0.43 |Q | | | V | 17+20 2.5124 0.44 |Q | | | V | 17+25 2.5154 0.45 |Q | | | V | 17+30 2.5185 0.45 |Q | | | V | 17+35 2.5216 0.45 |Q | | | V | 17+40 2.5247 0.45 |Q | | | V | 17+45 2.5279 0.45 |Q | | | V | 17+50 2.5309 0.44 |Q | | | V | 17+55 2.5335 0.39 |Q | | | V | 18+ 0 2.5361 0.37 |Q | | | V | 18+ 5 2.5386 0.36 |Q | | | V | 18+10 2.5411 0.36 |Q | | | V | 18+15 2.5436 0.36 |Q | | | V | 18+20 2.5461 0.36 |Q | | | V | 18+25 2.5485 0.36 |Q | | | V | 18+30 2.5510 0.36 |Q | | | V | 18+35 2.5534 0.35 |Q | | | V | 18+40 2.5555 0.30 |Q | | | V | 18+45 2.5574 0.28 |Q | | | V | 18+50 2.5592 0.26 |Q | | | V | 18+55 2.5606 0.21 Q | | | V | 19+ 0 2.5619 0.19 Q | | | V | 19+ 5 2.5633 0.20 Q | | | V | 19+10 2.5650 0.24 Q | | | V | 19+15 2.5668 0.26 |Q | | | V | 19+20 2.5687 0.28 |Q | | | V | 19+25 2.5710 0.33 |Q | | | V | 19+30 2.5734 0.35 |Q | | | V | 19+35 2.5758 0.34 |Q | | | V | 19+40 2.5778 0.30 |Q | | | V | 19+45 2.5797 0.28 |Q | | | V | 19+50 2.5815 0.26 |Q | | | V | 19+55 2.5830 0.21 Q | | | V | 20+ 0 2.5843 0.19 Q | | | V | 20+ 5 2.5856 0.20 Q | | | V | 20+10 2.5873 0.24 Q | | | V | 20+15 2.5891 0.26 |Q | | | V | 20+20 2.5909 0.27 |Q | | | V| 20+25 2.5928 0.27 |Q | | | V| 20+30 2.5947 0.27 |Q | | | V| 20+35 2.5965 0.27 |Q | | | V| 20+40 2.5984 0.27 |Q | | | V| 20+45 2.6002 0.27 |Q | | | V| 20+50 2.6020 0.26 |Q | | | V| 20+55 2.6034 0.21 Q | | | V| 21+ 0 2.6048 0.19 Q | | | V| 21+ 5 2.6061 0.20 Q | | | V| 21+10 2.6078 0.24 Q | | | V| 21+15 2.6096 0.26 |Q | | | V| 21+20 2.6113 0.25 |Q | | | V| 21+25 2.6128 0.21 Q | | | V| 21+30 2.6141 0.19 Q | | | V| 21+35 2.6154 0.20 Q | | | V| 21+40 2.6171 0.24 Q | | | V| 21+45 2.6189 0.26 |Q | | | V| 21+50 2.6206 0.25 |Q | | | V| 21+55 2.6221 0.21 Q | | | V| 22+ 0 2.6234 0.19 Q | | | V| 22+ 5 2.6247 0.20 Q | | | V| 22+10 2.6264 0.24 Q | | | V| 22+15 2.6282 0.26 |Q | | | V| 22+20 2.6300 0.25 |Q | | | V| 22+25 2.6314 0.21 Q | | | V| 22+30 2.6327 0.19 Q | | | V| 22+35 2.6339 0.18 Q | | | V| 22+40 2.6352 0.18 Q | | | V| 22+45 2.6364 0.18 Q | | | V| 22+50 2.6377 0.18 Q | | | V| 22+55 2.6389 0.18 Q | | | V| 23+ 0 2.6402 0.18 Q | | | V| 23+ 5 2.6414 0.18 Q | | | V| 23+10 2.6426 0.18 Q | | | V| 23+15 2.6439 0.18 Q | | | V| 23+20 2.6451 0.18 Q | | | V| 23+25 2.6464 0.18 Q | | | V| 23+30 2.6476 0.18 Q | | | V| 23+35 2.6489 0.18 Q | | | V| 23+40 2.6501 0.18 Q | | | V| 23+45 2.6513 0.18 Q | | | V| 23+50 2.6526 0.18 Q | | | V| 23+55 2.6538 0.18 Q | | | V| 24+ 0 2.6551 0.18 Q | | | V| 24+ 5 2.6561 0.15 Q | | | V| 24+10 2.6565 0.05 Q | | | V| 24+15 2.6566 0.02 Q | | | V| 24+20 2.6567 0.01 Q | | | V| 24+25 2.6567 0.00 Q | | | V| 24+30 2.6567 0.00 Q | | | V ----------------------------------------------------------------------- Appendix C: Detention Calculations

La Sierra 100-Yr Analysis
Project Summary
MLC La Sierra
Basin RoutingTitle
Engineer
Kimley-Horn and
Associates, Inc.Company
11/12/2024Date

1. Inflow hydrographs calculated based on Synthetic Unit Hydrograph Method from Riverside County Flood Control and Water Conservation District Hydrology Manual (april 1978) using CivilD software.

Notes

Page 1 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
BMP A
47Outlet Input Data
47Outlet Input Data
47Outlet Input Data
Outlet C
47Outlet Input Data
47Outlet Input Data
47Outlet Input Data
Outlet A
29Time vs. Volume
29Time vs. Volume
29Time vs. Volume
BMP C
29Time vs. Volume
29Time vs. Volume
29Time vs. Volume
BMP A
11Time vs. Elevation
11Time vs. Elevation
11Time vs. Elevation

BMP C (OUT)
11Time vs. Elevation
11Time vs. Elevation
11Time vs. Elevation

BMP A (OUT)
3Read Hydrograph
3Read Hydrograph
3Read Hydrograph
C
3Read Hydrograph
3Read Hydrograph
3Read Hydrograph
A
2Master Network Summary
Table of Contents
Table of Contents
65Pond Inflow Summary
65Pond Inflow Summary
65Pond Inflow Summary
62Level Pool Pond Routing Summary
62Level Pool Pond Routing Summary
62Level Pool Pond Routing Summary

BMP C (IN)
59Elevation-Volume-Flow Table (Pond)
59Elevation-Volume-Flow Table (Pond)
59Elevation-Volume-Flow Table (Pond)
BMP C
65Pond Inflow Summary
65Pond Inflow Summary
65Pond Inflow Summary
62Level Pool Pond Routing Summary
62Level Pool Pond Routing Summary
62Level Pool Pond Routing Summary

BMP A (IN)
59Elevation-Volume-Flow Table (Pond)
59Elevation-Volume-Flow Table (Pond)
59Elevation-Volume-Flow Table (Pond)
La Sierra 100-Yr Analysis
Subsection: Master Network Summary
Catchments Summary
Peak Flow
(ft³/s)
Time to Peak
(min)
Hydrograph
Volume
(ft³)
Return
Event
(years)
ScenarioLabel

7.2100055.0009,393.0000100-yr 1-hrC

3.78000160.00014,042.0000100-yr 3-hrC

1.40000810.00030,358.0000100-yr 24-hrC

27.5000055.00035,841.0000100-yr 1-hrA

14.42000160.00053,496.0000100-yr 3-hrA

5.33000810.000115,720.0000100-yr 24-hrA
Node Summary
Peak Flow
(ft³/s)
Time to Peak
(min)
Hydrograph
Volume
(ft³)
Return
Event
(years)
ScenarioLabel

3.4482660.0009,411.0000100-yr 1-hrO-C

2.24309170.00014,052.0000100-yr 3-hrO-C

1.20614815.00030,360.0000100-yr 24-hrO-C

20.0759760.00032,768.0000100-yr 1-hrO-A

12.18747165.00050,393.0000100-yr 3-hrO-A

4.66340815.000112,580.0000100-yr 24-hrO-A
Pond Summary
Maximum
Pond Storage
(ft³)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to Peak
(min)
Hydrograph
Volume
(ft³)
Return
Event
(years)
ScenarioLabel
(N/A)(N/A)7.2100055.0009,411.0000100-yr 1-hrBMP C (IN)
5,075.0003.6973.4482660.0009,411.0000100-yr 1-hrBMP C
(OUT)
(N/A)(N/A)3.78000160.00014,052.0000100-yr 3-hrBMP C (IN) 4,758.0003.5792.24309170.00014,052.0000100-yr 3-hrBMP C (OUT)
(N/A)(N/A)1.40000810.00030,360.0000100-yr 24-hrBMP C (IN) 1,968.0002.5381.20614815.00030,360.0000100-yr 24-hrBMP C (OUT)
(N/A)(N/A)27.5000055.00035,913.0000100-yr 1-hrBMP A (IN) 17,045.0005.44820.0759760.00032,768.0000100-yr 1-hrBMP A (OUT)
(N/A)(N/A)14.42000160.00053,538.0000100-yr 3-hrBMP A (IN) 15,134.0004.74112.18747165.00050,393.0000100-yr 3-hrBMP A (OUT)
(N/A)(N/A)5.33000810.000115,725.0000100-yr 24-hrBMP A (IN) 10,649.0003.3614.66340815.000112,580.0000100-yr 24-hrBMP A (OUT)

Page 2 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: A
Scenario: 100-yr 1-hrSubsection: Read Hydrograph
ft³/s27.50000Peak Discharge
min55.000Time to Peak
ft³35,841.000Hydrograph Volume
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

5.250004.670003.980002.650000.510005.000

18.0900010.620007.980006.890005.8900030.000

0.960002.570007.3700014.2600027.5000055.000
(N/A)(N/A)0.030000.090000.4300080.000

Page 3 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: A
Scenario: 100-yr 24-hrSubsection: Read Hydrograph
ft³/s5.33000Peak Discharge
min810.000Time to Peak
ft³115,720.500Hydrograph Volume
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

0.240000.190000.160000.130000.030005.000

0.280000.270000.270000.270000.2600030.000

0.280000.300000.340000.350000.3300055.000

0.270000.270000.270000.270000.2700080.000

0.360000.350000.330000.280000.27000105.000

0.360000.360000.360000.360000.36000130.000

0.450000.450000.440000.420000.37000155.000

0.450000.450000.450000.450000.45000180.000

0.450000.450000.450000.450000.45000205.000

0.540000.540000.530000.510000.46000230.000

0.630000.620000.600000.550000.54000255.000

0.710000.690000.640000.630000.63000280.000

0.610000.560000.560000.590000.69000305.000

0.720000.710000.690000.640000.62000330.000

0.800000.780000.730000.720000.72000355.000

0.870000.820000.810000.810000.81000380.000

0.900000.900000.900000.900000.89000405.000

1.050001.010000.920000.900000.90000430.000

1.380001.270001.230001.190001.09000455.000

1.790001.760001.690001.480001.42000480.000

1.980001.940001.840001.810001.80000505.000

2.430002.230002.160002.120002.02000530.000

2.750002.700002.670002.560002.50000555.000

3.080003.040002.930002.890002.85000580.000

1.910001.940002.020002.240002.92000605.000

2.750002.680002.520002.030001.90000630.000

2.650002.680002.770002.790002.77000655.000

2.400002.590002.640002.640002.64000680.000

2.660002.460002.430002.340002.34000705.000

3.870003.830003.700003.580003.35000730.000

4.380004.270004.220004.150003.95000755.000

5.290005.220005.060004.570004.42000780.000

3.640003.990005.060005.330005.32000805.000

3.930003.540003.440003.460003.50000830.000

3.980003.990004.010004.090004.06000855.000

3.840003.860003.960003.980003.98000880.000

3.530003.630003.670003.700003.80000905.000

Page 4 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: A
Scenario: 100-yr 24-hrSubsection: Read Hydrograph
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

2.820002.870003.000003.390003.50000930.000

0.640001.090002.450002.810002.81000955.000

0.300000.350000.380000.400000.46000980.000

0.300000.270000.270000.270000.280001,005.000

0.450000.450000.440000.430000.400001,030.000

0.390000.440000.450000.450000.450001,055.000

0.360000.360000.360000.360000.370001,080.000

0.280000.300000.350000.360000.360001,105.000

0.240000.200000.190000.210000.260001,130.000

0.340000.350000.330000.280000.260001,155.000

0.190000.210000.260000.280000.300001,180.000

0.270000.270000.260000.240000.200001,205.000

0.260000.270000.270000.270000.270001,230.000

0.260000.240000.200000.190000.210001,255.000

0.240000.200000.190000.210000.250001,280.000

0.200000.190000.210000.250000.260001,305.000

0.190000.210000.250000.260000.240001,330.000

0.180000.180000.180000.180000.180001,355.000

0.180000.180000.180000.180000.180001,380.000

0.180000.180000.180000.180000.180001,405.000

0.050000.150000.180000.180000.180001,430.000
(N/A)0.000000.000000.010000.020001,455.000

Page 5 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: A
Scenario: 100-yr 3-hrSubsection: Read Hydrograph
ft³/s14.42000Peak Discharge
min160.000Time to Peak
ft³53,496.000Hydrograph Volume
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

2.130001.700001.670001.370000.280005.000

2.820002.820002.540002.670002.3500030.000

3.670003.490002.960002.620002.5500055.000

4.390004.520004.300003.650003.6800080.000

5.420005.350005.520005.540004.84000105.000

11.540008.030008.290007.400005.87000130.000

4.130006.0700011.2200014.4200013.44000155.000

0.060000.170000.510001.400003.04000180.000
(N/A)(N/A)(N/A)0.000000.02000205.000

Page 6 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: C
Scenario: 100-yr 1-hrSubsection: Read Hydrograph
ft³/s7.21000Peak Discharge
min55.000Time to Peak
ft³9,393.000Hydrograph Volume
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

1.380001.220001.040000.690000.130005.000

4.750002.790002.090001.810001.5400030.000

0.250000.670001.930003.740007.2100055.000
(N/A)(N/A)0.010000.020000.1100080.000

Page 7 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: C
Scenario: 100-yr 24-hrSubsection: Read Hydrograph
ft³/s1.40000Peak Discharge
min810.000Time to Peak
ft³30,358.500Hydrograph Volume
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

0.060000.050000.040000.030000.010005.000

0.070000.070000.070000.070000.0700030.000

0.070000.080000.090000.090000.0900055.000

0.070000.070000.070000.070000.0700080.000

0.090000.090000.090000.070000.07000105.000

0.090000.090000.090000.090000.09000130.000

0.120000.120000.120000.110000.10000155.000

0.120000.120000.120000.120000.12000180.000

0.120000.120000.120000.120000.12000205.000

0.140000.140000.140000.130000.12000230.000

0.160000.160000.160000.150000.14000255.000

0.190000.180000.170000.170000.17000280.000

0.160000.150000.150000.160000.18000305.000

0.190000.190000.180000.170000.16000330.000

0.210000.210000.190000.190000.19000355.000

0.230000.220000.210000.210000.21000380.000

0.240000.240000.240000.240000.23000405.000

0.270000.270000.240000.240000.24000430.000

0.360000.330000.320000.310000.29000455.000

0.470000.460000.440000.390000.37000480.000

0.520000.510000.480000.470000.47000505.000

0.640000.580000.570000.560000.53000530.000

0.720000.710000.700000.670000.66000555.000

0.810000.800000.770000.760000.75000580.000

0.500000.510000.530000.590000.77000605.000

0.720000.700000.660000.530000.50000630.000

0.690000.700000.730000.730000.73000655.000

0.630000.680000.690000.690000.69000680.000

0.700000.650000.640000.610000.61000705.000

1.020001.000000.970000.940000.88000730.000

1.150001.120001.110001.090001.04000755.000

1.390001.370001.330001.200001.16000780.000

0.950001.050001.330001.400001.39000805.000

1.030000.930000.900000.910000.92000830.000

1.040001.050001.050001.070001.06000855.000

1.010001.010001.040001.040001.04000880.000

0.930000.950000.960000.970001.00000905.000

Page 8 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: C
Scenario: 100-yr 24-hrSubsection: Read Hydrograph
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

0.740000.750000.790000.890000.92000930.000

0.170000.280000.640000.740000.74000955.000

0.080000.090000.100000.100000.12000980.000

0.080000.070000.070000.070000.070001,005.000

0.120000.120000.120000.110000.100001,030.000

0.100000.110000.120000.120000.120001,055.000

0.090000.090000.090000.100000.100001,080.000

0.070000.080000.090000.090000.090001,105.000

0.060000.050000.050000.050000.070001,130.000

0.090000.090000.090000.070000.070001,155.000

0.050000.050000.070000.070000.080001,180.000

0.070000.070000.070000.060000.050001,205.000

0.070000.070000.070000.070000.070001,230.000

0.070000.060000.050000.050000.050001,255.000

0.060000.050000.050000.050000.070001,280.000

0.050000.050000.050000.070000.070001,305.000

0.050000.050000.070000.070000.060001,330.000

0.050000.050000.050000.050000.050001,355.000

0.050000.050000.050000.050000.050001,380.000

0.050000.050000.050000.050000.050001,405.000

0.010000.040000.050000.050000.050001,430.000
(N/A)0.000000.000000.000000.010001,455.000

Page 9 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: C
Scenario: 100-yr 3-hrSubsection: Read Hydrograph
ft³/s3.78000Peak Discharge
min160.000Time to Peak
ft³14,041.500Hydrograph Volume
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(min)

0.560000.450000.440000.360000.070005.000

0.740000.740000.670000.700000.6200030.000

0.960000.920000.780000.690000.6700055.000

1.150001.190001.130000.960000.9700080.000

1.420001.400001.450001.450001.27000105.000

3.030002.110002.170001.940001.54000130.000

1.080001.590002.940003.780003.53000155.000

0.020000.040000.130000.370000.80000180.000
(N/A)(N/A)(N/A)0.000000.01000205.000

Page 10 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 1-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.2981.1621.0581.0080.0000.000

3.1632.7152.3572.0001.62825.000

4.2234.8185.4485.0793.92450.000

2.4322.6912.9993.3493.71475.000

1.8071.8801.9692.0822.232100.000

1.5931.6211.6551.6971.746125.000

1.5111.5221.5351.5511.570150.000

1.4741.4801.4871.4951.502175.000

1.4451.4501.4551.4611.467200.000

1.4211.4261.4301.4351.439225.000

1.4031.4061.4101.4131.417250.000

1.3881.3911.3941.3961.400275.000

1.3761.3781.3811.3831.385300.000

1.3671.3691.3701.3721.374325.000

1.3591.3611.3621.3641.365350.000

1.3531.3551.3561.3571.358375.000

1.3491.3501.3501.3511.352400.000

1.3451.3461.3461.3471.348425.000

1.3421.3421.3431.3441.344450.000

1.3391.3401.3401.3411.341475.000

1.3381.3381.3381.3391.339500.000

1.3361.3361.3371.3371.337525.000

1.3351.3351.3351.3351.336550.000

1.3341.3341.3341.3341.335575.000

1.3331.3331.3331.3331.334600.000

1.3321.3331.3331.3331.333625.000

1.3321.3321.3321.3321.332650.000

1.3321.3321.3321.3321.332675.000

1.3311.3311.3311.3311.331700.000

1.3311.3311.3311.3311.331725.000

1.3311.3311.3311.3311.331750.000

1.3311.3311.3311.3311.331775.000

1.3301.3311.3311.3311.331800.000

1.3301.3301.3301.3301.330825.000

1.3301.3301.3301.3301.330850.000

1.3301.3301.3301.3301.330875.000

1.3301.3301.3301.3301.330900.000

1.3301.3301.3301.3301.330925.000

1.3301.3301.3301.3301.330950.000

1.3301.3301.3301.3301.330975.000

1.3301.3301.3301.3301.3301,000.000

Page 11 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 1-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.3301.3301.3301.3301.3301,025.000

1.3301.3301.3301.3301.3301,050.000

1.3301.3301.3301.3301.3301,075.000

1.3301.3301.3301.3301.3301,100.000

1.3301.3301.3301.3301.3301,125.000

1.3301.3301.3301.3301.3301,150.000

1.3301.3301.3301.3301.3301,175.000

1.3301.3301.3301.3301.3301,200.000

1.3301.3301.3301.3301.3301,225.000

1.3301.3301.3301.3301.3301,250.000

1.3301.3301.3301.3301.3301,275.000

1.3301.3301.3301.3301.3301,300.000

1.3301.3301.3301.3301.3301,325.000

1.3301.3301.3301.3301.3301,350.000

1.3301.3301.3301.3301.3301,375.000

1.3301.3301.3301.3301.3301,400.000

1.3301.3301.3301.3301.3301,425.000

1.3301.3301.3301.3301.3301,450.000

1.3301.3301.3301.3301.3301,475.000

1.3301.3301.3301.3301.3301,500.000

1.3301.3301.3301.3301.3301,525.000

1.3301.3301.3301.3301.3301,550.000

1.3301.3301.3301.3301.3301,575.000

1.3301.3301.3301.3301.3301,600.000

1.3301.3301.3301.3301.3301,625.000

1.3301.3301.3301.3301.3301,650.000

1.3301.3301.3301.3301.3301,675.000

1.3301.3301.3301.3301.3301,700.000

1.3301.3301.3301.3301.3301,725.000

1.3301.3301.3301.3301.3301,750.000

1.3301.3301.3301.3301.3301,775.000

1.3301.3301.3301.3301.3301,800.000

1.3301.3301.3301.3301.3301,825.000

1.3301.3301.3301.3301.3301,850.000

1.3301.3301.3301.3301.3301,875.000

1.3301.3301.3301.3301.3301,900.000

1.3301.3301.3301.3301.3301,925.000

1.3301.3301.3301.3301.3301,950.000

1.3301.3301.3301.3301.3301,975.000

1.3301.3301.3301.3301.3302,000.000

1.3301.3301.3301.3301.3302,025.000

Page 12 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 1-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.3301.3301.3301.3301.3302,050.000

1.3301.3301.3301.3301.3302,075.000

1.3301.3301.3301.3301.3302,100.000

1.3301.3301.3301.3301.3302,125.000

1.3301.3301.3301.3301.3302,150.000

1.3301.3301.3301.3301.3302,175.000

1.3301.3301.3301.3301.3302,200.000

1.3301.3301.3301.3301.3302,225.000

1.3301.3301.3301.3301.3302,250.000

1.3301.3301.3301.3301.3302,275.000

1.3301.3301.3301.3301.3302,300.000

1.3301.3301.3301.3301.3302,325.000

1.3301.3301.3301.3301.3302,350.000

1.3301.3301.3301.3301.3302,375.000

1.3301.3301.3301.3301.3302,400.000

1.3301.3301.3301.3301.3302,425.000

1.3301.3301.3301.3301.3302,450.000

1.3301.3301.3301.3301.3302,475.000

1.3301.3301.3301.3301.3302,500.000

1.3301.3301.3301.3301.3302,525.000

1.3301.3301.3301.3301.3302,550.000

1.3301.3301.3301.3301.3302,575.000

1.3301.3301.3301.3301.3302,600.000

1.3301.3301.3301.3301.3302,625.000

1.3301.3301.3301.3301.3302,650.000

1.3301.3301.3301.3301.3302,675.000

1.3301.3301.3301.3301.3302,700.000

1.3301.3301.3301.3301.3302,725.000

1.3301.3301.3301.3301.3302,750.000

1.3301.3301.3301.3301.3302,775.000

1.3301.3301.3301.3301.3302,800.000

1.3301.3301.3301.3301.3302,825.000

1.3301.3301.3301.3301.3302,850.000
(N/A)(N/A)(N/A)1.3301.3302,875.000

Page 13 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 24-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.0131.0081.0031.0000.0000.000

1.0531.0451.0361.0281.02025.000

1.1031.0931.0821.0711.06250.000

1.1461.1381.1291.1211.11275.000

1.1921.1811.1721.1631.155100.000

1.2491.2371.2261.2151.203125.000

1.3111.2971.2841.2721.260150.000

1.4521.4211.3881.3541.326175.000

1.5691.5531.5331.5091.482200.000

1.6291.6181.6061.5941.582225.000

1.6701.6611.6531.6461.638250.000

1.7041.6971.6921.6861.678275.000

1.7121.7161.7191.7181.712300.000

1.7221.7161.7121.7111.710325.000

1.7471.7411.7381.7331.728350.000

1.7761.7721.7671.7611.754375.000

1.8081.8031.7961.7891.782400.000

1.8281.8221.8191.8161.812425.000

1.8971.8811.8641.8501.838450.000

2.0191.9871.9591.9381.917475.000

2.1172.1022.0872.0702.047500.000

2.1992.1822.1652.1492.134525.000

2.3182.2952.2712.2472.221550.000

2.4142.3962.3782.3582.338575.000

2.3272.3742.4222.4442.433600.000

2.2762.2472.2392.2582.288625.000

2.3742.3672.3522.3312.306650.000

2.3722.3742.3752.3752.376675.000

2.3232.3242.3322.3462.362700.000

2.5372.4832.4262.3662.330725.000

2.7952.7442.6902.6382.589750.000

3.0873.0042.9392.8912.844775.000

3.3503.3613.3123.2453.169800.000

3.0083.0643.1313.2063.283825.000

2.9752.9782.9782.9752.979850.000

2.9532.9602.9642.9672.971875.000

2.8792.8972.9152.9302.942900.000

2.7192.7722.8122.8362.859925.000

2.4332.5332.5802.6202.667950.000

1.9181.9822.0632.1662.293975.000

1.7071.7361.7711.8121.8611,000.000

Page 14 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 24-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.6571.6601.6641.6711.6851,025.000

1.6501.6511.6521.6541.6551,050.000

1.6281.6321.6361.6421.6471,075.000

1.6131.6171.6201.6221.6241,100.000

1.5771.5851.5941.6011.6081,125.000

1.5781.5741.5711.5711.5731,150.000

1.5771.5821.5841.5841.5831,175.000

1.5641.5631.5631.5661.5711,200.000

1.5691.5681.5681.5671.5661,225.000

1.5581.5591.5631.5671.5691,250.000

1.5531.5561.5591.5601.5591,275.000

1.5541.5561.5571.5551.5531,300.000

1.5561.5561.5541.5521.5521,325.000

1.5441.5451.5481.5501.5531,350.000

1.5381.5391.5401.5411.5421,375.000

1.5361.5361.5361.5371.5371,400.000

1.5341.5351.5351.5351.5361,425.000

1.4941.5011.5101.5191.5281,450.000

1.4611.4671.4731.4801.4871,475.000

1.4341.4391.4441.4491.4551,500.000

1.4131.4171.4211.4251.4291,525.000

1.3961.3991.4021.4061.4091,550.000

1.3831.3851.3881.3901.3931,575.000

1.3721.3741.3761.3781.3801,600.000

1.3641.3651.3671.3681.3701,625.000

1.3571.3581.3591.3611.3621,650.000

1.3511.3521.3531.3541.3561,675.000

1.3471.3481.3491.3491.3501,700.000

1.3441.3441.3451.3461.3461,725.000

1.3411.3411.3421.3421.3431,750.000

1.3391.3391.3391.3401.3401,775.000

1.3371.3371.3381.3381.3381,800.000

1.3351.3361.3361.3361.3371,825.000

1.3341.3351.3351.3351.3351,850.000

1.3331.3341.3341.3341.3341,875.000

1.3331.3331.3331.3331.3331,900.000

1.3321.3321.3321.3331.3331,925.000

1.3321.3321.3321.3321.3321,950.000

1.3311.3311.3321.3321.3321,975.000

1.3311.3311.3311.3311.3312,000.000

1.3311.3311.3311.3311.3312,025.000

Page 15 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 24-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.3311.3311.3311.3311.3312,050.000

1.3311.3311.3311.3311.3312,075.000

1.3301.3301.3301.3311.3312,100.000

1.3301.3301.3301.3301.3302,125.000

1.3301.3301.3301.3301.3302,150.000

1.3301.3301.3301.3301.3302,175.000

1.3301.3301.3301.3301.3302,200.000

1.3301.3301.3301.3301.3302,225.000

1.3301.3301.3301.3301.3302,250.000

1.3301.3301.3301.3301.3302,275.000

1.3301.3301.3301.3301.3302,300.000

1.3301.3301.3301.3301.3302,325.000

1.3301.3301.3301.3301.3302,350.000

1.3301.3301.3301.3301.3302,375.000

1.3301.3301.3301.3301.3302,400.000

1.3301.3301.3301.3301.3302,425.000

1.3301.3301.3301.3301.3302,450.000

1.3301.3301.3301.3301.3302,475.000

1.3301.3301.3301.3301.3302,500.000

1.3301.3301.3301.3301.3302,525.000

1.3301.3301.3301.3301.3302,550.000

1.3301.3301.3301.3301.3302,575.000

1.3301.3301.3301.3301.3302,600.000

1.3301.3301.3301.3301.3302,625.000

1.3301.3301.3301.3301.3302,650.000

1.3301.3301.3301.3301.3302,675.000

1.3301.3301.3301.3301.3302,700.000

1.3301.3301.3301.3301.3302,725.000

1.3301.3301.3301.3301.3302,750.000

1.3301.3301.3301.3301.3302,775.000

1.3301.3301.3301.3301.3302,800.000

1.3301.3301.3301.3301.3302,825.000

1.3301.3301.3301.3301.3302,850.000
(N/A)(N/A)(N/A)1.3301.3302,875.000

Page 16 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 3-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.1311.0781.0301.0040.0000.000

1.7311.5551.3571.2621.19225.000

2.2662.1752.0952.0061.88750.000

2.6522.5602.4922.4352.35975.000

3.1503.0492.9252.8132.732100.000

3.9253.7353.4903.3293.234125.000

4.4584.7414.6604.3864.111150.000

2.8703.1873.5013.7494.038175.000

1.9352.0382.1732.3532.587200.000

1.6431.6811.7281.7841.852225.000

1.5301.5451.5631.5851.611250.000

1.4851.4921.4991.5081.518275.000

1.4531.4591.4651.4711.478300.000

1.4281.4331.4381.4431.448325.000

1.4081.4121.4161.4201.424350.000

1.3931.3951.3981.4021.405375.000

1.3801.3821.3851.3871.390400.000

1.3701.3721.3741.3761.378425.000

1.3621.3631.3651.3661.368450.000

1.3551.3561.3581.3591.360475.000

1.3501.3511.3521.3531.354500.000

1.3461.3471.3481.3481.349525.000

1.3431.3431.3441.3451.345550.000

1.3401.3411.3411.3421.342575.000

1.3381.3391.3391.3391.340600.000

1.3361.3371.3371.3371.338625.000

1.3351.3351.3361.3361.336650.000

1.3341.3341.3351.3351.335675.000

1.3331.3331.3341.3341.334700.000

1.3331.3331.3331.3331.333725.000

1.3321.3321.3321.3321.333750.000

1.3321.3321.3321.3321.332775.000

1.3311.3311.3311.3321.332800.000

1.3311.3311.3311.3311.331825.000

1.3311.3311.3311.3311.331850.000

1.3311.3311.3311.3311.331875.000

1.3311.3311.3311.3311.331900.000

1.3301.3301.3301.3301.331925.000

1.3301.3301.3301.3301.330950.000

1.3301.3301.3301.3301.330975.000

1.3301.3301.3301.3301.3301,000.000

Page 17 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 3-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.3301.3301.3301.3301.3301,025.000

1.3301.3301.3301.3301.3301,050.000

1.3301.3301.3301.3301.3301,075.000

1.3301.3301.3301.3301.3301,100.000

1.3301.3301.3301.3301.3301,125.000

1.3301.3301.3301.3301.3301,150.000

1.3301.3301.3301.3301.3301,175.000

1.3301.3301.3301.3301.3301,200.000

1.3301.3301.3301.3301.3301,225.000

1.3301.3301.3301.3301.3301,250.000

1.3301.3301.3301.3301.3301,275.000

1.3301.3301.3301.3301.3301,300.000

1.3301.3301.3301.3301.3301,325.000

1.3301.3301.3301.3301.3301,350.000

1.3301.3301.3301.3301.3301,375.000

1.3301.3301.3301.3301.3301,400.000

1.3301.3301.3301.3301.3301,425.000

1.3301.3301.3301.3301.3301,450.000

1.3301.3301.3301.3301.3301,475.000

1.3301.3301.3301.3301.3301,500.000

1.3301.3301.3301.3301.3301,525.000

1.3301.3301.3301.3301.3301,550.000

1.3301.3301.3301.3301.3301,575.000

1.3301.3301.3301.3301.3301,600.000

1.3301.3301.3301.3301.3301,625.000

1.3301.3301.3301.3301.3301,650.000

1.3301.3301.3301.3301.3301,675.000

1.3301.3301.3301.3301.3301,700.000

1.3301.3301.3301.3301.3301,725.000

1.3301.3301.3301.3301.3301,750.000

1.3301.3301.3301.3301.3301,775.000

1.3301.3301.3301.3301.3301,800.000

1.3301.3301.3301.3301.3301,825.000

1.3301.3301.3301.3301.3301,850.000

1.3301.3301.3301.3301.3301,875.000

1.3301.3301.3301.3301.3301,900.000

1.3301.3301.3301.3301.3301,925.000

1.3301.3301.3301.3301.3301,950.000

1.3301.3301.3301.3301.3301,975.000

1.3301.3301.3301.3301.3302,000.000

1.3301.3301.3301.3301.3302,025.000

Page 18 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A (OUT)
Scenario: 100-yr 3-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

1.3301.3301.3301.3301.3302,050.000

1.3301.3301.3301.3301.3302,075.000

1.3301.3301.3301.3301.3302,100.000

1.3301.3301.3301.3301.3302,125.000

1.3301.3301.3301.3301.3302,150.000

1.3301.3301.3301.3301.3302,175.000

1.3301.3301.3301.3301.3302,200.000

1.3301.3301.3301.3301.3302,225.000

1.3301.3301.3301.3301.3302,250.000

1.3301.3301.3301.3301.3302,275.000

1.3301.3301.3301.3301.3302,300.000

1.3301.3301.3301.3301.3302,325.000

1.3301.3301.3301.3301.3302,350.000

1.3301.3301.3301.3301.3302,375.000

1.3301.3301.3301.3301.3302,400.000

1.3301.3301.3301.3301.3302,425.000

1.3301.3301.3301.3301.3302,450.000

1.3301.3301.3301.3301.3302,475.000

1.3301.3301.3301.3301.3302,500.000

1.3301.3301.3301.3301.3302,525.000

1.3301.3301.3301.3301.3302,550.000

1.3301.3301.3301.3301.3302,575.000

1.3301.3301.3301.3301.3302,600.000

1.3301.3301.3301.3301.3302,625.000

1.3301.3301.3301.3301.3302,650.000

1.3301.3301.3301.3301.3302,675.000

1.3301.3301.3301.3301.3302,700.000

1.3301.3301.3301.3301.3302,725.000

1.3301.3301.3301.3301.3302,750.000

1.3301.3301.3301.3301.3302,775.000

1.3301.3301.3301.3301.3302,800.000

1.3301.3301.3301.3301.3302,825.000

1.3301.3301.3301.3301.3302,850.000
(N/A)(N/A)(N/A)1.3301.3302,875.000

Page 19 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 1-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.5290.3090.1160.0160.0000.000

2.5502.0171.4700.9890.75525.000

3.5323.6533.6973.3562.83550.000

2.8292.9753.1243.2693.40675.000

1.0841.5382.0952.5482.686100.000

0.3530.4450.5590.6950.854125.000

0.1100.1390.1760.2220.280150.000

0.0350.0440.0550.0690.088175.000

0.0110.0140.0170.0220.027200.000

0.0030.0040.0050.0070.009225.000

0.0010.0010.0020.0020.003250.000

0.0000.0000.0010.0010.001275.000

0.0000.0000.0000.0000.000300.000

0.0000.0000.0000.0000.000325.000

0.0000.0000.0000.0000.000350.000

0.0000.0000.0000.0000.000375.000

0.0000.0000.0000.0000.000400.000

0.0000.0000.0000.0000.000425.000

0.0000.0000.0000.0000.000450.000

0.0000.0000.0000.0000.000475.000

0.0000.0000.0000.0000.000500.000

0.0000.0000.0000.0000.000525.000

0.0000.0000.0000.0000.000550.000

0.0000.0000.0000.0000.000575.000

0.0000.0000.0000.0000.000600.000

0.0000.0000.0000.0000.000625.000

0.0000.0000.0000.0000.000650.000

0.0000.0000.0000.0000.000675.000

0.0000.0000.0000.0000.000700.000

0.0000.0000.0000.0000.000725.000

0.0000.0000.0000.0000.000750.000

0.0000.0000.0000.0000.000775.000

0.0000.0000.0000.0000.000800.000

0.0000.0000.0000.0000.000825.000

0.0000.0000.0000.0000.000850.000

0.0000.0000.0000.0000.000875.000

0.0000.0000.0000.0000.000900.000

0.0000.0000.0000.0000.000925.000

0.0000.0000.0000.0000.000950.000

0.0000.0000.0000.0000.000975.000

0.0000.0000.0000.0000.0001,000.000

Page 20 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 1-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.0000.0000.0000.0000.0001,025.000

0.0000.0000.0000.0000.0001,050.000

0.0000.0000.0000.0000.0001,075.000

0.0000.0000.0000.0000.0001,100.000

0.0000.0000.0000.0000.0001,125.000

0.0000.0000.0000.0000.0001,150.000

0.0000.0000.0000.0000.0001,175.000

0.0000.0000.0000.0000.0001,200.000

0.0000.0000.0000.0000.0001,225.000

0.0000.0000.0000.0000.0001,250.000

0.0000.0000.0000.0000.0001,275.000

0.0000.0000.0000.0000.0001,300.000

0.0000.0000.0000.0000.0001,325.000

0.0000.0000.0000.0000.0001,350.000

0.0000.0000.0000.0000.0001,375.000

0.0000.0000.0000.0000.0001,400.000

0.0000.0000.0000.0000.0001,425.000

0.0000.0000.0000.0000.0001,450.000

0.0000.0000.0000.0000.0001,475.000

0.0000.0000.0000.0000.0001,500.000

0.0000.0000.0000.0000.0001,525.000

0.0000.0000.0000.0000.0001,550.000

0.0000.0000.0000.0000.0001,575.000

0.0000.0000.0000.0000.0001,600.000

0.0000.0000.0000.0000.0001,625.000

0.0000.0000.0000.0000.0001,650.000

0.0000.0000.0000.0000.0001,675.000

0.0000.0000.0000.0000.0001,700.000

0.0000.0000.0000.0000.0001,725.000

0.0000.0000.0000.0000.0001,750.000

0.0000.0000.0000.0000.0001,775.000

0.0000.0000.0000.0000.0001,800.000

0.0000.0000.0000.0000.0001,825.000

0.0000.0000.0000.0000.0001,850.000

0.0000.0000.0000.0000.0001,875.000

0.0000.0000.0000.0000.0001,900.000

0.0000.0000.0000.0000.0001,925.000

0.0000.0000.0000.0000.0001,950.000

0.0000.0000.0000.0000.0001,975.000

0.0000.0000.0000.0000.0002,000.000

0.0000.0000.0000.0000.0002,025.000

Page 21 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 1-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.0000.0000.0000.0000.0002,050.000

0.0000.0000.0000.0000.0002,075.000

0.0000.0000.0000.0000.0002,100.000

0.0000.0000.0000.0000.0002,125.000

0.0000.0000.0000.0000.0002,150.000

0.0000.0000.0000.0000.0002,175.000

0.0000.0000.0000.0000.0002,200.000

0.0000.0000.0000.0000.0002,225.000

0.0000.0000.0000.0000.0002,250.000

0.0000.0000.0000.0000.0002,275.000

0.0000.0000.0000.0000.0002,300.000

0.0000.0000.0000.0000.0002,325.000

0.0000.0000.0000.0000.0002,350.000

0.0000.0000.0000.0000.0002,375.000

0.0000.0000.0000.0000.0002,400.000

0.0000.0000.0000.0000.0002,425.000

0.0000.0000.0000.0000.0002,450.000

0.0000.0000.0000.0000.0002,475.000

0.0000.0000.0000.0000.0002,500.000

0.0000.0000.0000.0000.0002,525.000

0.0000.0000.0000.0000.0002,550.000

0.0000.0000.0000.0000.0002,575.000

0.0000.0000.0000.0000.0002,600.000

0.0000.0000.0000.0000.0002,625.000

0.0000.0000.0000.0000.0002,650.000

0.0000.0000.0000.0000.0002,675.000

0.0000.0000.0000.0000.0002,700.000

0.0000.0000.0000.0000.0002,725.000

0.0000.0000.0000.0000.0002,750.000

0.0000.0000.0000.0000.0002,775.000

0.0000.0000.0000.0000.0002,800.000

0.0000.0000.0000.0000.0002,825.000

0.0000.0000.0000.0000.0002,850.000
(N/A)(N/A)(N/A)0.0000.0002,875.000

Page 22 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 24-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.0220.0140.0060.0010.0000.000

0.0630.0570.0500.0410.03125.000

0.0900.0870.0810.0740.06750.000

0.0870.0870.0880.0890.09075.000

0.0920.0880.0860.0860.086100.000

0.1040.1020.1010.0990.096125.000

0.1230.1170.1110.1070.105150.000

0.1380.1360.1340.1310.127175.000

0.1430.1420.1420.1410.140200.000

0.1530.1490.1450.1440.143225.000

0.1730.1680.1630.1590.157250.000

0.1950.1910.1870.1820.177275.000

0.1980.2020.2060.2060.201300.000

0.2040.1990.1960.1950.196325.000

0.2240.2200.2170.2140.210350.000

0.2460.2420.2390.2350.231375.000

0.2730.2680.2630.2570.251400.000

0.2890.2840.2820.2790.277425.000

0.3440.3310.3170.3050.297450.000

0.4430.4160.3930.3760.359475.000

0.5390.5200.5050.4880.467500.000

0.6500.6260.6020.5800.559525.000

0.8160.7820.7480.7140.679550.000

0.9740.9430.9120.8800.847575.000

0.9360.9791.0361.0551.011600.000

0.8520.8320.8340.8600.896625.000

0.9570.9450.9250.9020.877650.000

0.9730.9720.9700.9670.963675.000

0.9240.9270.9360.9510.966700.000

1.2771.1661.0470.9640.929725.000

1.7441.6571.5621.4701.379750.000

2.2342.0951.9851.9061.827775.000

2.5362.5382.5202.4872.367800.000

2.0702.1682.2892.4242.513825.000

2.0082.0142.0142.0112.020850.000

1.9661.9791.9851.9922.001875.000

1.8421.8731.9051.9301.948900.000

1.5741.6661.7321.7731.808925.000

1.1041.2781.3511.4101.485950.000

0.4720.5620.6680.7890.921975.000

0.2080.2400.2810.3320.3951,000.000

Page 23 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 24-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.1530.1550.1600.1680.1841,025.000

0.1460.1480.1490.1500.1521,050.000

0.1260.1300.1340.1380.1421,075.000

0.1130.1160.1170.1200.1221,100.000

0.0830.0890.0970.1030.1081,125.000

0.0890.0840.0810.0800.0801,150.000

0.0880.0920.0940.0950.0931,175.000

0.0780.0760.0760.0780.0821,200.000

0.0830.0820.0810.0800.0791,225.000

0.0720.0730.0770.0810.0831,250.000

0.0700.0720.0750.0760.0731,275.000

0.0710.0740.0740.0710.0691,300.000

0.0730.0730.0700.0680.0691,325.000

0.0640.0660.0670.0680.0711,350.000

0.0620.0620.0620.0630.0641,375.000

0.0610.0610.0610.0610.0611,400.000

0.0590.0610.0610.0610.0611,425.000

0.0230.0290.0370.0450.0531,450.000

0.0070.0090.0120.0150.0181,475.000

0.0020.0030.0040.0050.0061,500.000

0.0010.0010.0010.0010.0021,525.000

0.0000.0000.0000.0000.0011,550.000

0.0000.0000.0000.0000.0001,575.000

0.0000.0000.0000.0000.0001,600.000

0.0000.0000.0000.0000.0001,625.000

0.0000.0000.0000.0000.0001,650.000

0.0000.0000.0000.0000.0001,675.000

0.0000.0000.0000.0000.0001,700.000

0.0000.0000.0000.0000.0001,725.000

0.0000.0000.0000.0000.0001,750.000

0.0000.0000.0000.0000.0001,775.000

0.0000.0000.0000.0000.0001,800.000

0.0000.0000.0000.0000.0001,825.000

0.0000.0000.0000.0000.0001,850.000

0.0000.0000.0000.0000.0001,875.000

0.0000.0000.0000.0000.0001,900.000

0.0000.0000.0000.0000.0001,925.000

0.0000.0000.0000.0000.0001,950.000

0.0000.0000.0000.0000.0001,975.000

0.0000.0000.0000.0000.0002,000.000

0.0000.0000.0000.0000.0002,025.000

Page 24 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 24-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.0000.0000.0000.0000.0002,050.000

0.0000.0000.0000.0000.0002,075.000

0.0000.0000.0000.0000.0002,100.000

0.0000.0000.0000.0000.0002,125.000

0.0000.0000.0000.0000.0002,150.000

0.0000.0000.0000.0000.0002,175.000

0.0000.0000.0000.0000.0002,200.000

0.0000.0000.0000.0000.0002,225.000

0.0000.0000.0000.0000.0002,250.000

0.0000.0000.0000.0000.0002,275.000

0.0000.0000.0000.0000.0002,300.000

0.0000.0000.0000.0000.0002,325.000

0.0000.0000.0000.0000.0002,350.000

0.0000.0000.0000.0000.0002,375.000

0.0000.0000.0000.0000.0002,400.000

0.0000.0000.0000.0000.0002,425.000

0.0000.0000.0000.0000.0002,450.000

0.0000.0000.0000.0000.0002,475.000

0.0000.0000.0000.0000.0002,500.000

0.0000.0000.0000.0000.0002,525.000

0.0000.0000.0000.0000.0002,550.000

0.0000.0000.0000.0000.0002,575.000

0.0000.0000.0000.0000.0002,600.000

0.0000.0000.0000.0000.0002,625.000

0.0000.0000.0000.0000.0002,650.000

0.0000.0000.0000.0000.0002,675.000

0.0000.0000.0000.0000.0002,700.000

0.0000.0000.0000.0000.0002,725.000

0.0000.0000.0000.0000.0002,750.000

0.0000.0000.0000.0000.0002,775.000

0.0000.0000.0000.0000.0002,800.000

0.0000.0000.0000.0000.0002,825.000

0.0000.0000.0000.0000.0002,850.000
(N/A)(N/A)(N/A)0.0000.0002,875.000

Page 25 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 3-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.2290.1490.0610.0090.0000.000

0.6190.5510.4770.3930.30925.000

0.8800.8130.7690.7350.68750.000

1.4931.3261.1891.0690.96175.000

2.3422.1771.9671.7741.635100.000

2.7802.6802.5872.5272.476125.000

3.5793.5733.3993.1442.925150.000

3.0883.2313.3583.4513.514175.000

1.9712.5202.6582.7992.943200.000

0.5340.6650.8191.0001.435225.000

0.1670.2110.2670.3360.424250.000

0.0520.0660.0830.1050.133275.000

0.0160.0210.0260.0330.042300.000

0.0050.0060.0080.0100.013325.000

0.0020.0020.0030.0030.004350.000

0.0010.0010.0010.0010.001375.000

0.0000.0000.0000.0000.000400.000

0.0000.0000.0000.0000.000425.000

0.0000.0000.0000.0000.000450.000

0.0000.0000.0000.0000.000475.000

0.0000.0000.0000.0000.000500.000

0.0000.0000.0000.0000.000525.000

0.0000.0000.0000.0000.000550.000

0.0000.0000.0000.0000.000575.000

0.0000.0000.0000.0000.000600.000

0.0000.0000.0000.0000.000625.000

0.0000.0000.0000.0000.000650.000

0.0000.0000.0000.0000.000675.000

0.0000.0000.0000.0000.000700.000

0.0000.0000.0000.0000.000725.000

0.0000.0000.0000.0000.000750.000

0.0000.0000.0000.0000.000775.000

0.0000.0000.0000.0000.000800.000

0.0000.0000.0000.0000.000825.000

0.0000.0000.0000.0000.000850.000

0.0000.0000.0000.0000.000875.000

0.0000.0000.0000.0000.000900.000

0.0000.0000.0000.0000.000925.000

0.0000.0000.0000.0000.000950.000

0.0000.0000.0000.0000.000975.000

0.0000.0000.0000.0000.0001,000.000

Page 26 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 3-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.0000.0000.0000.0000.0001,025.000

0.0000.0000.0000.0000.0001,050.000

0.0000.0000.0000.0000.0001,075.000

0.0000.0000.0000.0000.0001,100.000

0.0000.0000.0000.0000.0001,125.000

0.0000.0000.0000.0000.0001,150.000

0.0000.0000.0000.0000.0001,175.000

0.0000.0000.0000.0000.0001,200.000

0.0000.0000.0000.0000.0001,225.000

0.0000.0000.0000.0000.0001,250.000

0.0000.0000.0000.0000.0001,275.000

0.0000.0000.0000.0000.0001,300.000

0.0000.0000.0000.0000.0001,325.000

0.0000.0000.0000.0000.0001,350.000

0.0000.0000.0000.0000.0001,375.000

0.0000.0000.0000.0000.0001,400.000

0.0000.0000.0000.0000.0001,425.000

0.0000.0000.0000.0000.0001,450.000

0.0000.0000.0000.0000.0001,475.000

0.0000.0000.0000.0000.0001,500.000

0.0000.0000.0000.0000.0001,525.000

0.0000.0000.0000.0000.0001,550.000

0.0000.0000.0000.0000.0001,575.000

0.0000.0000.0000.0000.0001,600.000

0.0000.0000.0000.0000.0001,625.000

0.0000.0000.0000.0000.0001,650.000

0.0000.0000.0000.0000.0001,675.000

0.0000.0000.0000.0000.0001,700.000

0.0000.0000.0000.0000.0001,725.000

0.0000.0000.0000.0000.0001,750.000

0.0000.0000.0000.0000.0001,775.000

0.0000.0000.0000.0000.0001,800.000

0.0000.0000.0000.0000.0001,825.000

0.0000.0000.0000.0000.0001,850.000

0.0000.0000.0000.0000.0001,875.000

0.0000.0000.0000.0000.0001,900.000

0.0000.0000.0000.0000.0001,925.000

0.0000.0000.0000.0000.0001,950.000

0.0000.0000.0000.0000.0001,975.000

0.0000.0000.0000.0000.0002,000.000

0.0000.0000.0000.0000.0002,025.000

Page 27 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C (OUT)
Scenario: 100-yr 3-hrSubsection: Time vs. Elevation
Time vs. Elevation (ft)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Elevation
(ft)
Time
(min)

0.0000.0000.0000.0000.0002,050.000

0.0000.0000.0000.0000.0002,075.000

0.0000.0000.0000.0000.0002,100.000

0.0000.0000.0000.0000.0002,125.000

0.0000.0000.0000.0000.0002,150.000

0.0000.0000.0000.0000.0002,175.000

0.0000.0000.0000.0000.0002,200.000

0.0000.0000.0000.0000.0002,225.000

0.0000.0000.0000.0000.0002,250.000

0.0000.0000.0000.0000.0002,275.000

0.0000.0000.0000.0000.0002,300.000

0.0000.0000.0000.0000.0002,325.000

0.0000.0000.0000.0000.0002,350.000

0.0000.0000.0000.0000.0002,375.000

0.0000.0000.0000.0000.0002,400.000

0.0000.0000.0000.0000.0002,425.000

0.0000.0000.0000.0000.0002,450.000

0.0000.0000.0000.0000.0002,475.000

0.0000.0000.0000.0000.0002,500.000

0.0000.0000.0000.0000.0002,525.000

0.0000.0000.0000.0000.0002,550.000

0.0000.0000.0000.0000.0002,575.000

0.0000.0000.0000.0000.0002,600.000

0.0000.0000.0000.0000.0002,625.000

0.0000.0000.0000.0000.0002,650.000

0.0000.0000.0000.0000.0002,675.000

0.0000.0000.0000.0000.0002,700.000

0.0000.0000.0000.0000.0002,725.000

0.0000.0000.0000.0000.0002,750.000

0.0000.0000.0000.0000.0002,775.000

0.0000.0000.0000.0000.0002,800.000

0.0000.0000.0000.0000.0002,825.000

0.0000.0000.0000.0000.0002,850.000
(N/A)(N/A)(N/A)0.0000.0002,875.000

Page 28 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 1-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
1,898.0000.0000.0000.0000.0000.000
9,939.0008,334.0007,027.0005,684.0004,272.00025.000
13,533.00015,369.00017,045.00016,107.00012,555.00050.000 7,289.0008,243.0009,367.00010,612.00011,856.00075.000
4,963.0005,230.0005,561.0006,004.0006,551.000100.000
4,150.0004,249.0004,370.0004,527.0004,724.000125.000
3,829.0003,872.0003,924.0003,987.0004,064.000150.000
3,679.0003,706.0003,733.0003,763.0003,794.000175.000
3,563.0003,584.0003,606.0003,629.0003,654.000200.000
3,470.0003,487.0003,505.0003,523.0003,542.000225.000
3,404.0003,416.0003,428.0003,441.0003,455.000250.000
3,351.0003,361.0003,371.0003,381.0003,392.000275.000
3,309.0003,317.0003,325.0003,333.0003,342.000300.000
3,276.0003,282.0003,288.0003,295.0003,302.000325.000
3,249.0003,254.0003,259.0003,265.0003,270.000350.000
3,228.0003,232.0003,236.0003,240.0003,245.000375.000
3,211.0003,214.0003,218.0003,221.0003,224.000400.000
3,198.0003,200.0003,203.0003,206.0003,208.000425.000
3,187.0003,189.0003,191.0003,193.0003,195.000450.000
3,178.0003,180.0003,182.0003,183.0003,185.000475.000
3,172.0003,173.0003,174.0003,176.0003,177.000500.000
3,166.0003,167.0003,168.0003,169.0003,170.000525.000
3,162.0003,163.0003,163.0003,164.0003,165.000550.000
3,158.0003,159.0003,160.0003,160.0003,161.000575.000
3,156.0003,156.0003,157.0003,157.0003,158.000600.000
3,153.0003,154.0003,154.0003,155.0003,155.000625.000
3,152.0003,152.0003,152.0003,153.0003,153.000650.000
3,150.0003,151.0003,151.0003,151.0003,151.000675.000
3,149.0003,149.0003,150.0003,150.0003,150.000700.000
3,148.0003,148.0003,149.0003,149.0003,149.000725.000
3,148.0003,148.0003,148.0003,148.0003,148.000750.000
3,147.0003,147.0003,147.0003,147.0003,147.000775.000
3,147.0003,147.0003,147.0003,147.0003,147.000800.000
3,146.0003,146.0003,146.0003,146.0003,146.000825.000
3,146.0003,146.0003,146.0003,146.0003,146.000850.000
3,146.0003,146.0003,146.0003,146.0003,146.000875.000
3,146.0003,146.0003,146.0003,146.0003,146.000900.000
3,145.0003,145.0003,145.0003,145.0003,145.000925.000
3,145.0003,145.0003,145.0003,145.0003,145.000950.000
3,145.0003,145.0003,145.0003,145.0003,145.000975.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,000.000

Page 29 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 1-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
3,145.0003,145.0003,145.0003,145.0003,145.0001,025.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,050.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,075.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,100.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,125.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,150.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,175.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,200.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,225.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,250.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,275.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,300.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,325.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,350.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,375.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,400.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,425.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,450.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,475.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,500.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,525.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,550.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,575.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,600.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,625.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,650.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,675.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,700.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,725.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,750.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,775.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,800.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,825.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,850.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,875.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,900.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,925.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,950.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,975.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,000.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,025.000

Page 30 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 1-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
3,145.0003,145.0003,145.0003,145.0003,145.0002,050.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,075.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,100.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,125.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,150.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,175.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,200.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,225.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,250.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,275.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,300.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,325.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,350.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,375.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,400.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,425.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,450.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,475.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,500.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,525.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,550.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,575.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,600.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,625.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,650.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,675.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,700.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,725.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,750.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,775.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,800.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,825.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,850.000
(N/A)(N/A)(N/A)3,145.0003,145.0002,875.000

Page 31 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 24-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)

0.0000.0000.0000.0000.0000.000

0.0000.0000.0000.0000.00025.000

0.0000.0000.0000.0000.00050.000

0.0000.0000.0000.0000.00075.000

0.0000.0000.0000.0000.000100.000

0.0000.0000.0000.0000.000125.000
2,418.0001,867.0001,335.000846.000394.000150.000
3,592.0003,468.0003,352.0003,231.0002,974.000175.000
4,060.0003,995.0003,916.0003,821.0003,711.000200.000
4,276.0004,236.0004,194.0004,152.0004,112.000225.000
4,421.0004,389.0004,361.0004,337.0004,309.000250.000
4,555.0004,529.0004,508.0004,483.0004,454.000275.000
4,586.0004,603.0004,618.0004,613.0004,587.000300.000
4,628.0004,605.0004,590.0004,583.0004,579.000325.000
4,726.0004,705.0004,689.0004,672.0004,651.000350.000
4,842.0004,824.0004,804.0004,781.0004,754.000375.000
4,967.0004,947.0004,922.0004,894.0004,865.000400.000
5,048.0005,022.0005,010.0004,998.0004,984.000425.000
5,292.0005,233.0005,174.0005,123.0005,084.000450.000
5,758.0005,632.0005,525.0005,442.0005,359.000475.000
6,128.0006,075.0006,024.0005,958.0005,869.000500.000
6,424.0006,360.0006,295.0006,238.0006,186.000525.000
6,885.0006,797.0006,704.0006,611.0006,510.000550.000
7,222.0007,158.0007,097.0007,029.0006,959.000575.000
6,921.0007,083.0007,248.0007,333.0007,294.000600.000
6,724.0006,613.0006,582.0006,654.0006,771.000625.000
7,085.0007,060.0007,007.0006,937.0006,839.000650.000
7,078.0007,086.0007,087.0007,089.0007,090.000675.000
6,905.0006,911.0006,939.0006,988.0007,044.000700.000
7,693.0007,485.0007,266.0007,058.0006,932.000725.000
8,636.0008,444.0008,238.0008,053.0007,888.000750.000
9,690.0009,382.0009,140.0008,974.0008,816.000775.000
10,613.00010,649.00010,485.00010,237.0009,960.000800.000 9,398.0009,606.0009,835.00010,095.00010,379.000825.000
9,275.0009,288.0009,287.0009,277.0009,292.000850.000
9,191.0009,220.0009,233.0009,245.0009,260.000875.000
8,933.0008,992.0009,052.0009,107.0009,150.000900.000
8,348.0008,551.0008,701.0008,790.0008,864.000925.000
7,291.0007,676.0007,858.0007,993.0008,151.000950.000
5,362.0005,615.0005,931.0006,297.0006,789.000975.000
4,570.0004,683.0004,821.0004,985.0005,165.0001,000.000

Page 32 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 24-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
4,376.0004,386.0004,401.0004,425.0004,480.0001,025.000
4,351.0004,355.0004,359.0004,364.0004,369.0001,050.000
4,272.0004,286.0004,302.0004,321.0004,340.0001,075.000
4,221.0004,235.0004,243.0004,251.0004,260.0001,100.000
4,092.0004,120.0004,151.0004,178.0004,200.0001,125.000
4,097.0004,078.0004,068.0004,067.0004,074.0001,150.000
4,092.0004,109.0004,116.0004,119.0004,113.0001,175.000
4,041.0004,037.0004,037.0004,047.0004,069.0001,200.000
4,059.0004,057.0004,054.0004,051.0004,046.0001,225.000
4,014.0004,019.0004,035.0004,051.0004,060.0001,250.000
3,998.0004,008.0004,020.0004,023.0004,018.0001,275.000
4,000.0004,009.0004,010.0004,003.0003,996.0001,300.000
4,006.0004,007.0003,998.0003,990.0003,991.0001,325.000
3,958.0003,965.0003,974.0003,986.0003,997.0001,350.000
3,936.0003,939.0003,942.0003,946.0003,951.0001,375.000
3,927.0003,928.0003,930.0003,931.0003,933.0001,400.000
3,920.0003,924.0003,925.0003,925.0003,926.0001,425.000
3,759.0003,790.0003,823.0003,860.0003,897.0001,450.000
3,627.0003,651.0003,676.0003,703.0003,730.0001,475.000
3,521.0003,540.0003,561.0003,582.0003,604.0001,500.000
3,440.0003,454.0003,468.0003,485.0003,503.0001,525.000
3,380.0003,391.0003,402.0003,414.0003,427.0001,550.000
3,332.0003,341.0003,350.0003,360.0003,370.0001,575.000
3,294.0003,301.0003,309.0003,316.0003,324.0001,600.000
3,264.0003,270.0003,275.0003,281.0003,288.0001,625.000
3,240.0003,244.0003,249.0003,254.0003,259.0001,650.000
3,221.0003,224.0003,228.0003,232.0003,236.0001,675.000
3,205.0003,208.0003,211.0003,214.0003,217.0001,700.000
3,193.0003,195.0003,198.0003,200.0003,203.0001,725.000
3,183.0003,185.0003,187.0003,189.0003,191.0001,750.000
3,175.0003,177.0003,178.0003,180.0003,182.0001,775.000
3,169.0003,170.0003,172.0003,173.0003,174.0001,800.000
3,164.0003,165.0003,166.0003,167.0003,168.0001,825.000
3,160.0003,161.0003,162.0003,163.0003,163.0001,850.000
3,157.0003,158.0003,158.0003,159.0003,160.0001,875.000
3,155.0003,155.0003,156.0003,156.0003,157.0001,900.000
3,153.0003,153.0003,153.0003,154.0003,154.0001,925.000
3,151.0003,151.0003,152.0003,152.0003,152.0001,950.000
3,150.0003,150.0003,150.0003,151.0003,151.0001,975.000
3,149.0003,149.0003,149.0003,149.0003,150.0002,000.000
3,148.0003,148.0003,148.0003,148.0003,149.0002,025.000

Page 33 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 24-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
3,147.0003,147.0003,148.0003,148.0003,148.0002,050.000
3,147.0003,147.0003,147.0003,147.0003,147.0002,075.000
3,146.0003,146.0003,147.0003,147.0003,147.0002,100.000
3,146.0003,146.0003,146.0003,146.0003,146.0002,125.000
3,146.0003,146.0003,146.0003,146.0003,146.0002,150.000
3,146.0003,146.0003,146.0003,146.0003,146.0002,175.000
3,145.0003,145.0003,146.0003,146.0003,146.0002,200.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,225.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,250.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,275.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,300.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,325.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,350.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,375.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,400.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,425.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,450.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,475.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,500.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,525.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,550.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,575.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,600.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,625.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,650.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,675.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,700.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,725.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,750.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,775.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,800.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,825.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,850.000
(N/A)(N/A)(N/A)3,145.0003,145.0002,875.000

Page 34 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 3-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)

0.0000.0000.0000.0000.0000.000
4,665.0004,003.0003,243.000475.0000.00025.000
6,685.0006,331.0006,050.0005,709.0005,256.00050.000
8,100.0007,782.0007,519.0007,302.0007,033.00075.000
9,897.0009,550.0009,089.0008,704.0008,399.000100.000
12,558.00011,929.00011,093.00010,545.00010,199.000125.000 14,272.00015,134.00014,886.00014,052.00013,181.000150.000 8,903.00010,026.00011,132.00011,978.00012,943.000175.000 5,430.0005,834.0006,324.0007,013.0007,881.000200.000
4,324.0004,465.0004,650.0004,873.0005,133.000225.000
3,905.0003,963.0004,035.0004,119.0004,212.000250.000
3,724.0003,752.0003,782.0003,816.0003,856.000275.000
3,598.0003,621.0003,645.0003,670.0003,696.000300.000
3,498.0003,517.0003,536.0003,556.0003,577.000325.000
3,424.0003,437.0003,450.0003,464.0003,481.000350.000
3,367.0003,378.0003,388.0003,400.0003,411.000375.000
3,322.0003,330.0003,339.0003,348.0003,357.000400.000
3,286.0003,293.0003,300.0003,307.0003,314.000425.000
3,258.0003,263.0003,268.0003,274.0003,280.000450.000
3,235.0003,239.0003,243.0003,248.0003,253.000475.000
3,216.0003,220.0003,223.0003,227.0003,231.000500.000
3,202.0003,205.0003,207.0003,210.0003,213.000525.000
3,190.0003,192.0003,195.0003,197.0003,199.000550.000
3,181.0003,183.0003,185.0003,186.0003,188.000575.000
3,174.0003,175.0003,176.0003,178.0003,180.000600.000
3,168.0003,169.0003,170.0003,171.0003,172.000625.000
3,163.0003,164.0003,165.0003,166.0003,167.000650.000
3,159.0003,160.0003,161.0003,162.0003,162.000675.000
3,156.0003,157.0003,158.0003,158.0003,159.000700.000
3,154.0003,155.0003,155.0003,155.0003,156.000725.000
3,152.0003,153.0003,153.0003,153.0003,154.000750.000
3,151.0003,151.0003,151.0003,152.0003,152.000775.000
3,150.0003,150.0003,150.0003,150.0003,150.000800.000
3,149.0003,149.0003,149.0003,149.0003,149.000825.000
3,148.0003,148.0003,148.0003,148.0003,148.000850.000
3,147.0003,147.0003,147.0003,148.0003,148.000875.000
3,147.0003,147.0003,147.0003,147.0003,147.000900.000
3,146.0003,146.0003,146.0003,147.0003,147.000925.000
3,146.0003,146.0003,146.0003,146.0003,146.000950.000
3,146.0003,146.0003,146.0003,146.0003,146.000975.000
3,146.0003,146.0003,146.0003,146.0003,146.0001,000.000

Page 35 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 3-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
3,145.0003,145.0003,145.0003,146.0003,146.0001,025.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,050.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,075.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,100.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,125.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,150.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,175.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,200.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,225.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,250.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,275.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,300.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,325.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,350.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,375.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,400.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,425.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,450.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,475.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,500.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,525.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,550.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,575.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,600.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,625.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,650.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,675.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,700.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,725.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,750.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,775.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,800.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,825.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,850.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,875.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,900.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,925.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,950.000
3,145.0003,145.0003,145.0003,145.0003,145.0001,975.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,000.000
3,145.0003,145.0003,145.0003,145.0003,145.0002,025.000

Page 36 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP A
Scenario: 100-yr 3-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Page 37 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C
Scenario: 100-yr 1-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)
567.000331.000124.00017.0000.0000.000
2,000.0001,619.0001,326.0001,060.000809.00025.000
4,633.0004,958.0005,075.0004,160.0002,764.00050.000
2,747.0003,140.0003,538.0003,928.0004,294.00075.000
1,119.0001,363.0001,662.0001,994.0002,366.000100.000
378.000477.000599.000745.000916.000125.000
118.000149.000188.000238.000300.000150.000

37.00047.00059.00074.00094.000175.000

12.00015.00018.00023.00029.000200.000

4.0005.0006.0007.0009.000225.000

1.0001.0002.0002.0003.000250.000

0.0000.0001.0001.0001.000275.000

0.0000.0000.0000.0000.000300.000

0.0000.0000.0000.0000.000325.000

0.0000.0000.0000.0000.000350.000

0.0000.0000.0000.0000.000375.000

0.0000.0000.0000.0000.000400.000

0.0000.0000.0000.0000.000425.000

0.0000.0000.0000.0000.000450.000

0.0000.0000.0000.0000.000475.000

0.0000.0000.0000.0000.000500.000

0.0000.0000.0000.0000.000525.000

0.0000.0000.0000.0000.000550.000

0.0000.0000.0000.0000.000575.000

0.0000.0000.0000.0000.000600.000

0.0000.0000.0000.0000.000625.000

0.0000.0000.0000.0000.000650.000

0.0000.0000.0000.0000.000675.000

0.0000.0000.0000.0000.000700.000

0.0000.0000.0000.0000.000725.000

0.0000.0000.0000.0000.000750.000

0.0000.0000.0000.0000.000775.000

0.0000.0000.0000.0000.000800.000

0.0000.0000.0000.0000.000825.000

0.0000.0000.0000.0000.000850.000

0.0000.0000.0000.0000.000875.000

0.0000.0000.0000.0000.000900.000

0.0000.0000.0000.0000.000925.000

0.0000.0000.0000.0000.000950.000

0.0000.0000.0000.0000.000975.000

0.0000.0000.0000.0000.0001,000.000

Page 38 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C
Scenario: 100-yr 1-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)

0.0000.0000.0000.0000.0001,025.000

0.0000.0000.0000.0000.0001,050.000

0.0000.0000.0000.0000.0001,075.000

0.0000.0000.0000.0000.0001,100.000

0.0000.0000.0000.0000.0001,125.000

0.0000.0000.0000.0000.0001,150.000

0.0000.0000.0000.0000.0001,175.000

0.0000.0000.0000.0000.0001,200.000

0.0000.0000.0000.0000.0001,225.000

0.0000.0000.0000.0000.0001,250.000

0.0000.0000.0000.0000.0001,275.000

0.0000.0000.0000.0000.0001,300.000

0.0000.0000.0000.0000.0001,325.000

0.0000.0000.0000.0000.0001,350.000

0.0000.0000.0000.0000.0001,375.000

0.0000.0000.0000.0000.0001,400.000

0.0000.0000.0000.0000.0001,425.000

0.0000.0000.0000.0000.0001,450.000

0.0000.0000.0000.0000.0001,475.000

0.0000.0000.0000.0000.0001,500.000

0.0000.0000.0000.0000.0001,525.000

0.0000.0000.0000.0000.0001,550.000

0.0000.0000.0000.0000.0001,575.000

0.0000.0000.0000.0000.0001,600.000

0.0000.0000.0000.0000.0001,625.000

0.0000.0000.0000.0000.0001,650.000

0.0000.0000.0000.0000.0001,675.000

0.0000.0000.0000.0000.0001,700.000

0.0000.0000.0000.0000.0001,725.000

0.0000.0000.0000.0000.0001,750.000

0.0000.0000.0000.0000.0001,775.000

0.0000.0000.0000.0000.0001,800.000

0.0000.0000.0000.0000.0001,825.000

0.0000.0000.0000.0000.0001,850.000

0.0000.0000.0000.0000.0001,875.000

0.0000.0000.0000.0000.0001,900.000

0.0000.0000.0000.0000.0001,925.000

0.0000.0000.0000.0000.0001,950.000

0.0000.0000.0000.0000.0001,975.000

0.0000.0000.0000.0000.0002,000.000

0.0000.0000.0000.0000.0002,025.000

Page 39 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C
Scenario: 100-yr 1-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)

0.0000.0000.0000.0000.0002,050.000

0.0000.0000.0000.0000.0002,075.000

0.0000.0000.0000.0000.0002,100.000

0.0000.0000.0000.0000.0002,125.000

0.0000.0000.0000.0000.0002,150.000

0.0000.0000.0000.0000.0002,175.000

0.0000.0000.0000.0000.0002,200.000

0.0000.0000.0000.0000.0002,225.000

0.0000.0000.0000.0000.0002,250.000

0.0000.0000.0000.0000.0002,275.000

0.0000.0000.0000.0000.0002,300.000

0.0000.0000.0000.0000.0002,325.000

0.0000.0000.0000.0000.0002,350.000

0.0000.0000.0000.0000.0002,375.000

0.0000.0000.0000.0000.0002,400.000

0.0000.0000.0000.0000.0002,425.000

0.0000.0000.0000.0000.0002,450.000

0.0000.0000.0000.0000.0002,475.000

0.0000.0000.0000.0000.0002,500.000

0.0000.0000.0000.0000.0002,525.000

0.0000.0000.0000.0000.0002,550.000

0.0000.0000.0000.0000.0002,575.000

0.0000.0000.0000.0000.0002,600.000

0.0000.0000.0000.0000.0002,625.000

0.0000.0000.0000.0000.0002,650.000

0.0000.0000.0000.0000.0002,675.000

0.0000.0000.0000.0000.0002,700.000

0.0000.0000.0000.0000.0002,725.000

0.0000.0000.0000.0000.0002,750.000

0.0000.0000.0000.0000.0002,775.000

0.0000.0000.0000.0000.0002,800.000

0.0000.0000.0000.0000.0002,825.000

0.0000.0000.0000.0000.0002,850.000
(N/A)(N/A)(N/A)0.0000.0002,875.000

Page 40 of 7727 ends

Watertown, CT 06795 USA +1-203-755-1666
11/12/2024
PondPack CONNECT Edition
[10.02.00.01]
Bentley Systems, Inc. Haestad Methods Solution
CenterHigh Level Design.ppc
La Sierra 100-Yr Analysis
Label: BMP C
Scenario: 100-yr 24-hrSubsection: Time vs. Volume
Time vs. Volume (ft³)
Output Time increment = 5.000 min
Time on left represents time for first value in each row.

Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Volume
(ft³)
Time
(min)

24.00015.0006.0001.0000.0000.000

68.00061.00054.00044.00034.00025.000

97.00093.00087.00079.00072.00050.000

93.00094.00094.00095.00097.00075.000

99.00094.00092.00092.00093.000100.000
111.000110.000108.000106.000103.000125.000
132.000125.000119.000115.000112.000150.000
148.000146.000144.000141.000137.000175.000
153.000153.000152.000151.000150.000200.000
164.000160.000156.000154.000154.000225.000
186.000180.000174.000171.000168.000250.000
209.000205.000200.000195.000190.000275.000
212.000217.000221.000221.000216.000300.000
219.000214.000210.000209.000210.000325.000
241.000236.000233.000229.000225.000350.000
264.000260.000257.000252.000247.000375.000
293.000288.000282.000276.000270.000400.000
309.000304.000302.000300.000297.000425.000
368.000354.000340.000327.000318.000450.000
474.000446.000422.000403.000385.000475.000
577.000558.000542.000524.000501.000500.000
696.000671.000645.000621.000600.000525.000
874.000838.000801.000765.000727.000550.000
1,044.0001,011.000978.000943.000908.000575.000
1,004.0001,050.0001,094.0001,104.0001,081.000600.000
913.000891.000894.000922.000960.000625.000
1,026.0001,013.000992.000967.000940.000650.000
1,043.0001,042.0001,040.0001,036.0001,033.000675.000
990.000993.0001,003.0001,020.0001,036.000700.000
1,223.0001,164.0001,100.0001,033.000996.000725.000
1,473.0001,427.0001,376.0001,326.0001,277.000750.000
1,736.0001,662.0001,602.0001,560.0001,518.000775.000
1,963.0001,968.0001,919.0001,872.0001,807.000800.000
1,648.0001,701.0001,765.0001,838.0001,902.000825.000
1,615.0001,618.0001,618.0001,617.0001,621.000850.000
1,592.0001,599.0001,602.0001,606.0001,611.000875.000
1,526.0001,543.0001,559.0001,573.0001,582.000900.000
1,382.0001,431.0001,467.0001,489.0001,508.000925.000
1,130.0001,223.0001,262.0001,294.0001,334.000950.000
505.000603.000716.000846.000987.000975.000
223.000257.000301.000356.000424.0001,000.000

Page 41 of 7727 ends

Riverside City CouncilSeptember 15, 2026

Riverside City Council
September 15, 2026