Agenda packet — Beaumont City Council, October 1, 2024 (part 4 of 9)

Custom Soil Resource Report
of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.

Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.

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Custom Soil Resource Report
Western Riverside Area, California
Ce—Chino silt loam, drained
Map Unit Setting
National map unit symbol: hcs6
Elevation: 20 to 3,100 feet
Mean annual precipitation: 8 to 20 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 230 to 340 days
Farmland classification: Prime farmland if irrigated and drained Map Unit Composition
Chino and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Chino
Setting
Landform: Flood plains
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Alluvium derived from granite
Typical profile
H1 - 0 to 14 inches: silt loam
H2 - 14 to 27 inches: silty clay loam
H3 - 27 to 60 inches: silty clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water supply, 0 to 60 inches: High (about 10.5 inches) Interpretive groups
Land capability classification (irrigated): 1
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Ecological site: R019XDO68CA - SILTY BASIN
Hydric soil rating: No
Minor Components
Domino
Percent of map unit: 3 percent

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Custom Soil Resource Report
Hydric soil rating: No
Unnamed
Percent of map unit: 3 percent
Hydric soil rating: No
Willows
Percent of map unit: 3 percent
Hydric soil rating: No
Unnamed
Percent of map unit: 3 percent
Hydric soil rating: No
Grangeville
Percent of map unit: 3 percent
Hydric soil rating: No
Cg —Chino silt loam, drained, strongly saline -alkali
Map Unit Setting
National map unit symbol: hcs8
Elevation: 3,100 feet
Mean annual precipitation: 8 to 20 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 230 to 340 days
Farmland classification: Not prime farmland
Map Unit Composition
Chino and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

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Custom Soil Resource Report
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Strongly saline (16.0 mmhos/cm)
Available water supply, 0 to 60 inches: Low (about 4.2 inches) Interpretive groups
Land capability classification (irrigated): 4w
Land capability classification (nonirrigated): 6w
Hydrologic Soil Group: C/D
Ecological site: R019XDO68CA - SILTY BASIN
Hydric soil rating: No
Minor Components
Willows
Percent of map unit: 5 percent
Hydric soil rating: No
Domino
Percent of map unit: 5 percent
Hydric soil rating: No
Grangeville
Percent of map unit: 5 percent
Hydric soil rating: No
GtA—Grangeville fine sandy loam, drained, 0 to 2 percent sl opes Map Unit Setting
National map unit symbol: hcvn
Elevation: 10 to 1,800 feet
Mean annual precipitation: 12 inches
Mean annual air temperature: 63 degrees F
Frost -free period: 200 to 270 days
Farmland classification: Prime farmland if irrigated and drained Map Unit Composition
Grangeville and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Grangeville
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear

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Custom Soil Resource Report
Across -slope shape: Linear
Parent material: Alluvium derived from granite
Typical profile
H1 - 0 to 36 inches: fine sandy loam
H2 - 36 to 64 inches: sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.0 inches) Interpretive groups
Land capability classification (irrigated): 1
Land capability classification (nonirrigated): 3c
Hydrologic Soil Group: ND
Ecological site: R019XDO7OCA - SANDY BASIN
Hydric soil rating: No
Minor Components
Dello
Percent of map unit: 10 percent
Hydric soil rating: No
Traver
Percent of map unit: 4 percent
Hydric soil rating: No
Unnamed
Percent of map unit: 1 percent
Hydric soil rating: No
GtD—Grangeville fine sandy loam, drained, 5 to 15 percent s lopes Map Unit Setting
National map unit symbol: hcvp
Elevation: 600 to 1,800 feet
Mean annual precipitation: 12 inches
Mean annual air temperature: 63 degrees F
Frost -free period: 200 to 270 days
Farmland classification: Not prime farmland

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Custom Soil Resource Report
Map Unit Composition
Grangeville and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Grangeville
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Alluvium derived from granite
Typical profile
H1 - 0 to 36 inches: fine sandy loam
H2 - 36 to 64 inches: sandy loam
Properties and qualities
Slope: 5 to 15 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.0 inches) Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: ND
Ecological site: R019XDO7OCA - SANDY BASIN
Hydric soil rating: No
Minor Components
Dello
Percent of map unit: 10 percent
Hydric soil rating: No
Traver
Percent of map unit: 4 percent
Hydric soil rating: No
Unnamed
Percent of map unit: 1 percent
Hydric soil rating: No

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Custom Soil Resource Report
HcD2—Hanford coarse sandy loam, 8 to 15 percent slopes, eroded Map Unit Setting
National map unit symbol: 2y8tm
Elevation: 790 to 3,440 feet
Mean annual precipitation: 9 to 18 inches
Mean annual air temperature: 62 to 65 degrees F
Frost -free period: 250 to 365 days
Farmland classification: Farmland of statewide importance Map Unit Composition
Hanford and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Hanford
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Alluvium derived from granite
Typical profile
A - 0 to 8 inches: coarse sandy loam
C/ - 8 to 40 inches: fine sandy loam
C2 - 40 to 60 inches: stratified loamy sand to coarse sandy loam Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 7.0 inches) Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: A
Ecological site: R019XDO12CA - SANDY
Hydric soil rating: No

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Custom Soil Resource Report
Minor Components
Tujunga
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: No
Ramona
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: No
Greenfield
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Concave
Across -slope shape: Linear
Hydric soil rating: No
MfA—Metz loamy fine sand, 0 to 2 percent slopes, shorter FFS, MLRA 19 Map Unit Setting
National map unit symbol: 2tz05
Elevation: 440 to 2,360 feet
Mean annual precipitation: 11 to 15 inches
Mean annual air temperature: 64 to 65 degrees F
Frost -free period: 181 to 300 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Metz and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Metz
Setting
Landform: Alluvial fans
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Alluvium derived from sedimentary rock

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Custom Soil Resource Report
Typical profile
C/ - 0 to 28 inches: loamy fine sand
C2 - 28 to 48 inches: loamy coarse sand
C3 - 48 to 60 inches: sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat excessively drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 1 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 4.7 inches) Interpretive groups
Land capability classification (irrigated): 3s
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Ecological site: R019XDO35CA - SANDY
Hydric soil rating: No
Minor Components
Metz, sandy loam substratum
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
San emigidio
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Metz, gravelly fine sandy loam
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (two-dimensional): Footslope
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No

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Custom Soil Resource Report
SeC2—San Emigdio fine sandy loam, 2 to 8 percent slopes, eroded Map Unit Setting
National map unit symbol: hcys
Elevation: 600 to 1,800 feet
Mean annual precipitation: 12 to 18 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 220 to 280 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
San emigdio and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of San Emigdio
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Residuum weathered from sedimentary rock Typical profile
H1 - 0 to 8 inches: fine sandy loam
H2 - 8 to 40 inches: fine sandy loam
H3 - 40 to 60 inches: stratified sandy loam to silt loam Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.5 inches) Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Ecological site: R019XD029CA - LOAMY
Hydric soil rating: No

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Custom Soil Resource Report
Minor Components
Metz
Percent of map unit: 10 percent
Hydric soil rating: No
San timoteo
Percent of map unit: 5 percent
Hydric soil rating: No
SgA—San Emigdio loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2y8t4
Elevation: 430 to 2,340 feet
Mean annual precipitation: 10 to 13 inches
Mean annual air temperature: 64 to 65 degrees F
Frost -free period: 305 to 345 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
San emigdio and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

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Custom Soil Resource Report
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.7 inches) Interpretive groups
Land capability classification (irrigated): 1
Land capability classification (nonirrigated): 3c
Hydrologic Soil Group: A
Ecological site: R019XD029CA - LOAMY
Hydric soil rating: No
Minor Components
Metz
Percent of map unit: 10 percent
Landform: Flood plains
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Concave
Hydric soil rating: No
San timoteo
Percent of map unit: 5 percent
Landform: Hills
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down -slope shape: Concave
Across -slope shape: Convex
Hydric soil rating: No
SgC—San Emigdio loam, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: hcyx
Elevation: 600 to 1,800 feet
Mean annual precipitation: 12 to 18 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 220 to 280 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
San emigdio and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of San Emigdio
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear

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Custom Soil Resource Report
Parent material: Residuum weathered from sedimentary rock Typical profile
H1 - 0 to 8 inches: loam
H2 - 8 to 40 inches: fine sandy loam
H3 - 40 to 60 inches: stratified sandy loam to silt loam Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: Rare
Frequency of ponding: None
Calcium carbonate, maximum content: 5 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 8.5 inches) Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Ecological site: R019XD029CA - LOAMY
Hydric soil rating: No
Minor Components
Metz
Percent of map unit: 10 percent
Hydric soil rating: No
San timoteo
Percent of map unit: 5 percent
Hydric soil rating: No
SmE2—San Timoteo loam, 8 to 25 percent slopes, eroded
Map Unit Setting
National map unit symbol: hcyz
Elevation: 300 to 3,500 feet
Mean annual precipitation: 10 to 20 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 260 to 310 days
Farmland classification: Not prime farmland
Map Unit Composition
San timoteo and similar soils: 85 percent
Minor components: 15 percent

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Custom Soil Resource Report
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of San Timoteo
Setting
Landform: Hills
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down -slope shape: Concave
Across -slope shape: Convex
Parent material: Marine deposits derived from mixed and/or residuum weathered from sandstone
Typical profile
H1 - 0 to 9 inches: loam
H2 - 9 to 22 inches: loam
H3 - 22 to 28 inches: weathered bedrock
Properties and qualities
Slope: 8 to 25 percent
Depth to restrictive feature: 22 to 28 inches to paralithic bedrock Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content: 10 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 3.0 inches) Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Ecological site: R019XD029CA - LOAMY
Hydric soil rating: No
Minor Components
Rough broken land
Percent of map unit: 5 percent
Hydric soil rating: No
San emigdio
Percent of map unit: 5 percent
Hydric soil rating: No
Metz
Percent of map unit: 5 percent
Hydric soil rating: No

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Custom Soil Resource Report
SmF2—San Timoteo loam, 25 to 50 percent slopes, eroded
Map Unit Setting
National map unit symbol: hcz0
Elevation: 300 to 3,500 feet
Mean annual precipitation: 10 to 20 inches
Mean annual air temperature: 61 to 64 degrees F
Frost -free period: 260 to 310 days
Farmland classification: Not prime farmland
Map Unit Composition
San timoteo and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of San Timoteo
Setting
Landform: Hills
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down -slope shape: Concave
Across -slope shape: Convex
Parent material: Marine deposits derived from mixed sources and/or residuum weathered from sandstone
Typical profile
H1 - 0 to 9 inches: loam
H2 - 9 to 22 inches: loam
H3 - 22 to 28 inches: weathered bedrock
Properties and qualities
Slope: 25 to 50 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock Drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content: 10 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Low (about 3.0 inches) Interpretive groups
Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: B
Ecological site: R019XD029CA - LOAMY

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Custom Soil Resource Report
Hydric soil rating: No
Minor Components
Metz
Percent of map unit: 5 percent
Hydric soil rating: No
San emigdio
Percent of map unit: 5 percent
Hydric soil rating: No
Rough broken land
Percent of map unit: 5 percent
Hydric soil rating: No
TeG—Terrace escarpments
Map Unit Composition
Terrace escarpments: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Terrace Escarpments
Setting
Landform: Terraces
Down -slope shape: Concave
Across -slope shape: Convex
Parent material: Alluvium derived from mixed sources
Interpretive groups
Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7e
Ecological site: R019XD060CA - SHALLOW LOAMY
Hydric soil rating: No

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References
American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00.

Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31.

Federal Register. July 13, 1994. Changes in hydric soils of the United States.

Federal Register. September 18, 2002. Hydric soils of the United States.

Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States.

National Research Council. 1995. Wetlands: Characteristics and boundaries.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.

U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section.

United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1.

United States Department of Agriculture, Natural Resources Conservation Service.

National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.

National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1 043084

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Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.

National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/ ? cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf

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Appendix 4: Historical Site Conditions
Phase I Environmental Site Assessment or Other Information on Past Site Use Not Applicable
- 29 -

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Appendix 5: LID Infeasibility
LID Technical Infeasibility Analysis
Not Applicable
- 30 -

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Appendix 6: BMP Design Details
BMP Sizing, Design Details and other Supporting Documentation - 31 -

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Santa Ana Watershed - BMP Design Volume, VBMp
(Rev. 10-2011)
Legend.

Required Entries
Calculated Cells
(Note this worksheet shall only be used in conjunction with BMP designs from the LID BMP Design Handbook) Company Name Kimley-Horn and Associates
Designed by
Company Project Number/Name Fairway MC Phase 4C
BY
Date 8/26/2024
Case No
BMP Identification

BMP NAME / ID
Basin 2 - Bioretention
Must match Name/ID used on BMP Design Calculation Sheet Design Rainfall Depth
85th Percentile, 24 -hour Rainfall Depth,
from the Isohyetal Map in Handbook Appendix E
D85= 0.75 inches
Drainage Management Area Tabulation
Insert additional rows if needed to accommodate all DMAs draining to the BMP DMA
Type/ID
DMA A
DMA Area
(square feet)
1218068
Post -Project Surface
Type
Concrete or Asphalt
Effective
Imperivous
Fraction, If
1 v
DMA
Runoff
Factor

0.89 DMA Areas x
Runoff Factor
1086516.9
DMA A
655883
Ornamental
Landscaping

0.1 0.11
72447.5
DMA A
277477.2
Natural (8 Soil)

0.15 0.14
39248
Design
Storm
Depth (in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume on
Plans (cubic
feet)
2151428.4 _ Total 1 11911212.4 0.7S 74RRR3 R9n91R
Notes:

DMA C, DMA D, AND DMA E NOT TO BE TREATED IN THIS WQMP REPORT.

REFER TO NARRATIVE FOR MORE INFORMATION.

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Santa Ana Watershed - BMP Design Volume, VBMp
(Rev. 10-2011)
Legend.

BMP NAME / ID
Basin 1 - Bioretention
Must match Name/ID used on BMP Design Calculation Sheet Design Rainfall Depth
85th Percentile, 24 -hour Rainfall Depth,
from the Isohyetal Map in Handbook Appendix E
D85= 0.75 inches
Drainage Management Area Tabulation
Insert additional rows if needed to accommodate all DMAs draining to the BMP DMA
Type/ID
DMA 8
DMA Area
(square feet)
1338050
Post -Project Surface
Type
Concrete or Asphalt
Effective
Imperivous
Fraction, If
1 T
DMA
Runoff
Factor

0.89 DMA Areas x
Runoff Factor
1193540.6
Design
Storm
Depth (in)
DMA 8
470126
Ornamental
Landscaping

0.1 0.11
51929.1
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume on
Plans (cubic
feet)
/MR/75.6 _ Total 1 12454697 0.75 77R41.9 495927
Notes:

DMA C, DMA D, AND DMA E NOT TO BE TREATED IN THIS WQMP REPORT.

REFER TO NARRATIVE FOR MORE INFORMATION.

Page 536 of 1299 ends

Bioretention Facility - Design Procedure
BMP ID
Basin 1
Legend:

Required Entries
Calculated Cells
Company Name: Kimley-Horn
Date:

County/City Case No.:
7/15/2024
Designed by: BY
Design Volume
Enter the area tributary to this feature AT=
Enter VBMP determined from Section 2.1 of this Handbook VBMP acres
ft3

41.51 77,842
Type of Bioretention Facility Design
0 Side slopes required (parallel to parking spaces or adjacent to walkways) O No side slopes required (perpendicular to parking space or Planter Boxes) Bioretention Facility Surface Area
Depth of Soil Filter Media Layer
Top Width of Bioretention Facility, excluding
Total Effective Depth, dE
dE = (0.3) x ds + (0.4) x 1 - (0.7/wT) +
Minimum Surface Area, Am
VBMP (ft3)
ds =
curb wT =

0.5 dE =
AM =
A=
Facility Properties

2.0 ft
ft
ft
ft`
ft2
100.0
52,138
AM (ft2) =
dE (ft)
Proposed Surface Area
52,522
Bioretention
Side Slopes in Bioretention Facility
Diameter of Underdrain
Longitudinal Slope of Site (3% maximum)
6" Check Dam Spacing
Describe Vegetation: Shrubs
z =
4 :1
inches
%
feet
6 1
25 Notes: 26,813
Riverside County Best Management Practice Design Handbook JUNE 2010 Page 537 of 1299

Bioretention Facility - Design Procedure
BMP ID
Basin 2
Legend:

Required Entries
Calculated Cells
Company Name: Kimley-Horn
Date:

County/City Case No.:
5/30/2024
Designed by: BY
Design Volume
Enter the area tributary to this feature AT=
Enter VBMP determined from Section 2.1 of this Handbook VBMP acres
ft3

41.51 74,888
Type of Bioretention Facility Design
0 Side slopes required (parallel to parking spaces or adjacent to walkways) O No side slopes required (perpendicular to parking space or Planter Boxes) Bioretention Facility Surface Area
Depth of Soil Filter Media Layer
Top Width of Bioretention Facility, excluding
Total Effective Depth, dE
dE _ (0.3) x ds + (0.4) x 1 - (0.7/wT) +
Minimum Surface Area, Am
BMP (ft) AM
ds =
curb wT =

0.5 dE _
=
A=
Facility Properties

2.0 ft
ft
ft
ft`
ft2
100.0
50,160
AM (ft2) —
dE (ft)
Proposed Surface Area
134,383
Bioretention
Side Slopes in Bioretention Facility z =
ERROR, side slopes too steep for Bioretention Facility design 1 :1
inches
%
feet
Diameter of Underdrain
Longitudinal Slope of Site (3% maximum)
6" Check Dam Spacing
Describe Vegetation: Shrubs
6 1
25 Notes: 27,749
Riverside County Best Management Practice Design Handbook JUNE 2010 Page 538 of 1299

Basin 1 Stage Storage Table
Project: Fairway Canyon
Basin Description: Bioretention Basin 1
Contour Contour Depth Incremental Cumulative
Elevation Area (ft) Volume Volume
(sq. ft) Avg. End Avg. End
(cu. ft) (cu. ft)
2,214.000 22,999.65 N/A N/A 0.00
2,215.000 39,851.21 1.000 31425.43 31425.43
2,216.000 44,644.07 1.000 42247.64 73673.07
2,217.000 49,571.45 1.000 47107.76 120780.82
2,218.000 54,646.78 1.000 52109.11 172889.94
2,219.000 59,883.44 1.000 57265.11 230155.04
2,220.000 65,254.71 1.000 62569.08 292724.12
2,221.000 70,771.26 1.000 68012.99 360737.11
2,222.000 76,419.83 1.000 73595.55 434332.66
2,223.000 82,183.28 1.000 79301.56 513634.21
2,224.000 88,061.63 1.000 85122.46 598756.67
2,225.000 94,054.88 1.000 91058.26 689814.93
2,226.000 100,163.65 1.000 97109.27 786924.20
2,227.000 107,824.92 1.000 103994.29 890918.49

Page 539 of 1299 ends

Basin 2 Stage Storage Table
Project: Fairway Canyon
Basin Description: Bioretention Basin 2
Contour Contour Depth Incremental Cumulative
Elevation Area (ft) Volume Volume
(sq. ft) Avg. End Avg. End
(cu. ft) (cu. ft)
2,284.000 27,429.00 N/A N/A 0.00
2,285.000 54,559.00 1.000 40244.20 40244.20
2,286.000 57,584.00 1.000 57584.00 97808.20
2,287.000 60,114.00 1.000 60114.00 157922.20
2,288.000 62,627.00 1.000 62627.00 220549.20
2,289.000 65,125.00 1.000 65125.00 285674.20
2,290.000 67,606.00 1.000 67606.00 353280.20
2,291.000 70,070.00 1.000 70070.00 423350.20
2,292.000 72,577.00 1.000 72577.00 495927.20

Page 540 of 1299 ends

MODEL ST3G: REMOVABLE INSTALLATION WITH VERTICAL

GRATING
stainless steel
mounting frame
mounting
hinge (typ.)
5 mm stainless steel
top screen cover
vertical grating
30"
stainless steel
mounting frame
��
A
i,
0 ,
,
:�0
,
ti
stainless steel
mounting frame

Page 541 of 1299 ends

STORMTEK

MOUNTING FRAME
33 91
2" (TYP.)
0 29"
Various (depending on actual CB dim.)
2" x 3/16" SS PL (TYP.)

Page 542 of 1299 ends

STORMTEK

DESCRIPTION OF DESIGN ELEMENTS
•The mounting frame can be made of coated or stainless steel. Frame members are made from 2" flat bars with a minimum thickness of 3/16 inch. •The insert screen is made of heavy -gage sheet metal with 5 millimeter (mm) openings. Total openings constitute 50% of the screen surface. Top 4 inches of the screen is grated with bars spaced at 2 inches on center. •Insert top cover is made of heavy -gage sheet metal screen with 5 mm openings and 1" support frames.
•Structural support members for the screen and top cover are made of coated or stainless steel. Members are made from 1" flat bars with a minimum thickness of 1/8 inch.
•Mounting frame members are welded
•Structural support frame members are welded
•Insert screens are welded onto structural support frames. •Mounting frames are bolted onto the catch basin wall at the outlet opening.

Mounting frames are to be anchored at all four corners with HILTI expansion anchors or equal.
•Inserts are installed vertically onto the mounting frame directly in front of the outlet opening.
•The insert is completely removable by lifting it off the mounting frame

Page 543 of 1299 ends

Riverside County Water Quality Management Plan
Exhibit C

PREVIOUSLY APPROVED WQMP
REPORT (TRACT 31462-8)
-met 2
Design Procedure Form for Design Flow
Uniform Intensity Design Flow
Designer: s7bN Ijk
Company: ffl]- 7h)
Date: Wg/ 1 U
Project: Fi-Pk,.f-fty Ph 1
Location: _ g SwALE

1. Determine Impervious Percentage
a. Determine total tributary area
b. Determine Impervious %
Atota, =
39 acres
(1)
(2)
i =
C % 70 %

2. Determine Runoff Coefficient Values
Use Table 4 and impervious % found in step 1
a. A Soil Runoff Coefficient
b. B Soil Runoff Coefficient
c. C Soil Runoff Coefficient
d. ❑ Soil Runoff Coefficient
Ca _
(3)
(4)
(5)
(6)
e-
Ch =
0, SS
Cc =
-63-
Ca =

0.62 3. Determine the Area decimal fraction of each soil type in tributary area
a. Area of A Soil I (1) =
b. Area of B Soil / (1) =
c. Area of C Soil / (1) =
d. Area of D Soil / (1) =
Aa =
❑ I,
(7)
(8)
(9)
(10)
Ab =
S7A.

A. =
�:

Ad =
'~0/0

4. Determine Runoff Coefficient
a. C = (3)x(7) + (4)x(8) + (5)x(9) + (6)x(10)
=
C=
C f ,'l 4-011- , . I S
(11)
= n, 61

5. Determine BMP Design flow
a.QBMp=CxIxA= (11)x0.2x(1)
01MP=
ft3
Li. g s
(12)
July 24, 2006

Page 544 of 1299 ends

Riverside County Water Quality Management Plan _ Exhibit C

PREVIOUSLY APPROVED WQMP
Design REPORT (TRACT 31462-8)
Designer: PeFSION,1 fly
Company: t D/ 1/VF
Date: WV ['
Project: FAhnilH`/ Pr
Location: — `r5 4W At_
Ieet 9
Determine Design Flow
(Use Worksheet 2)
QBMP = LI • Z
cfs

2. Swale Geometry
a. Swale bottom width (b)
b. Side slope (z)
c. Flow direction slope (s)
b =
ft
z = g -
s = [},S
%

3. Design flow velocity (Manning n = 0.2)
v = C .. 1
ftls

4. Depth of flow (D)
❑ = b ,‘-/ 2
ft

5. Design Length (L)
L = (7 min) x (flow velocity, ft/sec) x 60
L = 13O
ft

6. Vegetation (describe)
NIMAkAl, 6PfraES

8. Outflow Collection (check type used or
describe "other")
X Grated Inlet'
_ Infiltration Trench
Underdrain
Other
Notes:
- S5 SQL PRo i'i;F `_ k10'
July 24, 2006

Page 545 of 1299 ends

Appendix 7: Hydromodification
Supporting Detail Relating to Hydrologic Conditions of Concern - 32 -

Page 546 of 1299 ends

Hydromodification Summary Table
2 year — 24 hour
Pre -condition
Post -condition
(Unmitigated)
Post -condition
(Mitigated)
% Difference
Increased by 5% or Less?
HCOC Compliant?
Time of Concentration
(min)

17.01 16.62

16.62 -0.39 min
-2.3%
YES
Flow (CFS)

17.24 35.41

14.68 -2.56 CFS
(mitigated)
-2.56 CFS (decreased)
YES
Volume (Cubic Feet)
469,368
992,565
461683* '
7685 CF
(mitigated)
-7685 CF (decreased)
YES
*Calculated from maximum pond storage for basins subtracted from hydrograph volumes. See Pondpack results for more.

Page 547 of 1299 ends

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

RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON

RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL
(c) Copyright 1982-2016 Advanced Engineering Software (aes) (Rational Tabling Version 23.0)
Release Date: 07/01/2016 License ID 1499
Analysis prepared by:
************************** DESCRIPTION OF STUDY ************************** * MLC Fairway Canyon Phase 4C
* 2 yr existing
* Kimley-Horn
************************************************************************** FILE NAME: FC2E.DAT
TIME/DATE OF STUDY: 16:19 08/23/2024
USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:

USER SPECIFIED STORM EVENT(YEAR) = 2.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 10 -YEAR STORM 10 -MINUTE INTENSITY(INCH/HOUR) = 2.030
10 -YEAR STORM 60 -MINUTE INTENSITY(INCH/HOUR) = 0.890
100 -YEAR STORM 10 -MINUTE INTENSITY(INCH/HOUR) = 3.530 100 -YEAR STORM 60 -MINUTE INTENSITY(INCH/HOUR) = 1.550 SLOPE OF 10 -YEAR INTENSITY -DURATION CURVE = 0.4602009 SLOPE OF 100 -YEAR INTENSITY -DURATION CURVE = 0.4593489 COMPUTED RAINFALL INTENSITY DATA:

STORM EVENT = 2.00 1 -HOUR INTENSITY(INCH/HOUR) = 0.429 SLOPE OF INTENSITY DURATION CURVE = 0.4602
RCFC&WCD HYDROLOGY MANUAL "C" -VALUES USED FOR RATIONAL METHOD NOTE: COMPUTE CONFLUENCE VALUES ACCORDING TO RCFC&WCD HYDROLOGY MANUAL

AND IGNORE OTHER CONFLUENCE COMBINATIONS FOR DOWNSTREAM ANALYSES *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS:

1. Relative Flow -Depth = 0.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top -of -Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
**************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «<

ASSUMED INITIAL SUBAREA UNIFORM

Page 548 of 1299 ends

DEVELOPMENT IS: UNDEVELOPED WITH FAIR COVER
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00
UPSTREAM ELEVATION(FEET) = 2397.00
DOWNSTREAM ELEVATION(FEET) = 2333.20
ELEVATION DIFFERENCE(FEET) = 63.80
TC = 0.709*[( 300.00**3)/( 63.80)]**.2 = 9.467
2 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.003
UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .4402
SOIL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 0.25
TOTAL AREA(ACRES) = 0.56 TOTAL RUNOFF(CFS)

0.25 **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 51 » »>COMPUTE TRAPEZOIDAL CHANNEL FLOW« « TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)« « ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «<

ASSUMED INITIAL SUBAREA UNIFORM
DEVELOPMENT IS: UNDEVELOPED WITH FAIR COVER
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00
UPSTREAM ELEVATION(FEET) = 2366.00
DOWNSTREAM ELEVATION(FEET) = 2331.50
ELEVATION DIFFERENCE(FEET) = 34.50
TC = 0.709*[( 300.00**3)/( 34.50)]**.2 = 10.705

Page 549 of 1299 ends

2 YEAR RAINFALL INTENSITY(INCH/HOUR) = 0.948
UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .4274
SOIL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 0.21
TOTAL AREA(ACRES) = 0.51 TOTAL RUNOFF(CFS) =

0.21 **************************************************************************** FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 51 » »>COMPUTE TRAPEZOIDAL CHANNEL FLOW« « TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)« « ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« « RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «<

ASSUMED INITIAL SUBAREA UNIFORM

DEVELOPMENT IS CONDOMINIUM
TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2
INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00
UPSTREAM ELEVATION(FEET) = 2320.80
DOWNSTREAM ELEVATION(FEET) = 2309.70
ELEVATION DIFFERENCE(FEET) = 11.10
TC = 0.359*[( 300.00**3)/( 11.10)]**.2 = 6.801
2 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.168
CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .7510
SOIL CLASSIFICATION IS "B"
SUBAREA RUNOFF(CFS) = 0.38
TOTAL AREA(ACRES) = 0.43 TOTAL RUNOFF(CFS)

0.38 ****************************************************************************

Page 550 of 1299 ends

FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 51 » »>COMPUTE TRAPEZOIDAL CHANNEL FLOW« « TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)« « ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< 2 YEAR RAINFALL INTENSITY(INCH/HOUR) = 0.868
CONDOMINIUM DEVELOPMENT RUNOFF COEFFICIENT = .7277
SOIL CLASSIFICATION IS "B"
SUBAREA AREA(ACRES) = 29.28 SUBAREA RUNOFF(CFS) = 18.49 TOTAL AREA(ACRES) = 59.0 TOTAL RUNOFF(CFS) = 37.36
TC(MIN.) = 12.96
END OF STUDY SUMMARY:

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

59.0 TC(MIN.) = 12.96

37.36 END OF RATIONAL METHOD ANALYSIS
T

Page 551 of 1299 ends

Unit H y d r o g r a p h Analysis
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 08/26/24 File: da5fex242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6443
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
Fairway Canyon Exiting Conditions
DA -5 2 yr
Kimley-Horn
Drainage Area = 58.99(Ac.) = 0.092 Sq. Mi.

Drainage Area for Depth -Area Areal Adjustment = 58.99(Ac.) = 0.092 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.148 Hr.

Lag time = 8.88 Min.
25% of lag time = 2.22 Min.
40% of lag time = 3.55 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]

58.99 2.56 151.01
100 YEAR Area rainfall data:

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

58.99 6.25 368.69
STORM EVENT (YEAR) = 2.00
Area Averaged 2 -Year Rainfall = 2.560(In)
Area Averaged 100 -Year Rainfall = 6.250(In)
Point rain (area averaged) = 2.560(In)
Areal adjustment factor = 99.99
Adjusted average point rain = 2.560(In)
Sub -Area Data:

Page 552 of 1299 ends

Area(Ac.) Runoff Index Impervious

58.990 56.00 0.700
Total Area Entered = 58.99(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC -1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

56.0 36.0 0.706 0.700 0.261 1.000 0.261
Sum (F) = 0.261
Area averaged mean soil loss (F) (In/Hr) = 0.261
Minimum soil loss rate ((In/Hr)) = 0.131
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.340
Unit Hydrograph
Combination of 'S' Curves:

VALLEY 'S' Curve Percentage = 0.00
FOOTHILL 'S' Curve Percentage = 50.00
MOUNTAIN 'S' Curve Percentage = 50.00
DESERT 'S' Curve Percentage = 0.00
Unit Hydrograph Data
Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph
(CFS)
1 0.083 56.306
2 0.167 112.613
3 0.250 168.919
4 0.333 225.225
5 0.417 281.532
6 0.500 337.838
7 0.583 394.144
8 0.667 450.450
9 0.750 506.757
10 0.833 563.063
11 0.917 619.369
12 1.000 675.676
13 1.083 731.982
14 1.167 788.288
15 1.250 844.595
16 1.333 900.901
17 1.417 957.207
18 1.500 1013.514

7.352 4.371

30.253 17.985

26.515 15.764

11.041 6.564

6.936 4.124

4.682 2.783

3.126 1.859

2.043 1.214

1.465 0.871

1.201 0.714

1.056 0.628

0.881 0.524

0.727 0.432

0.561 0.333

0.510 0.303

0.507 0.301

0.639 0.380
Sum = 100.000 Sum= 59.451
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
(Hr.) Percent (In/Hr)
1 0.08 0.07 0.020
2 0.17 0.07 0.020
3 0.25 0.07 0.020
4 0.33 0.10 0.031
5 0.42 0.10 0.031
6 0.50 0.10 0.031
7 0.58 0.10 0.031
8 0.67 0.10 0.031
Loss rate(In./Hr) Effective
Max 1 Low (In/Hr)

0.463) 0.007 0.014

0.461) 0.007 0.014

0.459) 0.007 0.014

0.458) 0.010 0.020

0.456) 0.010 0.020

0.454) 0.010 0.020

0.452) 0.010 0.020

0.451) 0.010 0.020

Page 553 of 1299 ends

9 0.75 0.10 0.031 ( 0.449) 0.010 0.020
10 0.83 0.13 0.041 ( 0.447) 0.014 0.027
11 0.92 0.13 0.041 ( 0.445) 0.014 0.027
12 1.00 0.13 0.041 ( 0.444) 0.014 0.027
13 1.08 0.10 0.031 ( 0.442) 0.010 0.020
14 1.17 0.10 0.031 ( 0.440) 0.010 0.020
15 1.25 0.10 0.031 ( 0.438) 0.010 0.020
16 1.33 0.10 0.031 ( 0.437) 0.010 0.020
17 1.42 0.10 0.031 ( 0.435) 0.010 0.020
18 1.50 0.10 0.031 ( 0.433) 0.010 0.020
19 1.58 0.10 0.031 ( 0.431) 0.010 0.020
20 1.67 0.10 0.031 ( 0.430) 0.010 0.020
21 1.75 0.10 0.031 ( 0.428) 0.010 0.020
22 1.83 0.13 0.041 ( 0.426) 0.014 0.027
23 1.92 0.13 0.041 ( 0.424) 0.014 0.027
24 2.00 0.13 0.041 ( 0.423) 0.014 0.027
25 2.08 0.13 0.041 ( 0.421) 0.014 0.027
26 2.17 0.13 0.041 ( 0.419) 0.014 0.027
27 2.25 0.13 0.041 ( 0.418) 0.014 0.027
28 2.33 0.13 0.041 ( 0.416) 0.014 0.027
29 2.42 0.13 0.041 ( 0.414) 0.014 0.027
30 2.50 0.13 0.041 ( 0.413) 0.014 0.027
31 2.58 0.17 0.051 ( 0.411) 0.017 0.034
32 2.67 0.17 0.051 ( 0.409) 0.017 0.034
33 2.75 0.17 0.051 ( 0.408) 0.017 0.034
34 2.83 0.17 0.051 ( 0.406) 0.017 0.034
35 2.92 0.17 0.051 ( 0.404) 0.017 0.034
36 3.00 0.17 0.051 ( 0.402) 0.017 0.034
37 3.08 0.17 0.051 ( 0.401) 0.017 0.034
38 3.17 0.17 0.051 ( 0.399) 0.017 0.034
39 3.25 0.17 0.051 ( 0.397) 0.017 0.034
40 3.33 0.17 0.051 ( 0.396) 0.017 0.034
41 3.42 0.17 0.051 ( 0.394) 0.017 0.034
42 3.50 0.17 0.051 ( 0.393) 0.017 0.034
43 3.58 0.17 0.051 ( 0.391) 0.017 0.034
44 3.67 0.17 0.051 ( 0.389) 0.017 0.034
45 3.75 0.17 0.051 ( 0.388) 0.017 0.034
46 3.83 0.20 0.061 ( 0.386) 0.021 0.041
47 3.92 0.20 0.061 ( 0.384) 0.021 0.041
48 4.00 0.20 0.061 ( 0.383) 0.021 0.041
49 4.08 0.20 0.061 ( 0.381) 0.021 0.041
50 4.17 0.20 0.061 ( 0.379) 0.021 0.041
51 4.25 0.20 0.061 ( 0.378) 0.021 0.041
52 4.33 0.23 0.072 ( 0.376) 0.024 0.047
53 4.42 0.23 0.072 ( 0.375) 0.024 0.047
54 4.50 0.23 0.072 ( 0.373) 0.024 0.047
55 4.58 0.23 0.072 ( 0.371) 0.024 0.047
56 4.67 0.23 0.072 ( 0.370) 0.024 0.047
57 4.75 0.23 0.072 ( 0.368) 0.024 0.047
58 4.83 0.27 0.082 ( 0.367) 0.028 0.054
59 4.92 0.27 0.082 ( 0.365) 0.028 0.054
60 5.00 0.27 0.082 ( 0.363) 0.028 0.054
61 5.08 0.20 0.061 ( 0.362) 0.021 0.041
62 5.17 0.20 0.061 ( 0.360) 0.021 0.041
63 5.25 0.20 0.061 ( 0.359) 0.021 0.041
64 5.33 0.23 0.072 ( 0.357) 0.024 0.047
65 5.42 0.23 0.072 ( 0.356) 0.024 0.047
66 5.50 0.23 0.072 ( 0.354) 0.024 0.047
67 5.58 0.27 0.082 ( 0.353) 0.028 0.054
68 5.67 0.27 0.082 ( 0.351) 0.028 0.054
69 5.75 0.27 0.082 ( 0.349) 0.028 0.054
70 5.83 0.27 0.082 ( 0.348) 0.028 0.054

Page 554 of 1299 ends

71 5.92 0.27 0.082 ( 0.346) 0.028 0.054
72 6.00 0.27 0.082 ( 0.345) 0.028 0.054
73 6.08 0.30 0.092 ( 0.343) 0.031 0.061
74 6.17 0.30 0.092 ( 0.342) 0.031 0.061
75 6.25 0.30 0.092 ( 0.340) 0.031 0.061
76 6.33 0.30 0.092 ( 0.339) 0.031 0.061
77 6.42 0.30 0.092 ( 0.337) 0.031 0.061
78 6.50 0.30 0.092 ( 0.336) 0.031 0.061
79 6.58 0.33 0.102 ( 0.334) 0.035 0.068
80 6.67 0.33 0.102 ( 0.333) 0.035 0.068
81 6.75 0.33 0.102 ( 0.331) 0.035 0.068
82 6.83 0.33 0.102 ( 0.330) 0.035 0.068
83 6.92 0.33 0.102 ( 0.328) 0.035 0.068
84 7.00 0.33 0.102 ( 0.327) 0.035 0.068
85 7.08 0.33 0.102 ( 0.325) 0.035 0.068
86 7.17 0.33 0.102 ( 0.324) 0.035 0.068
87 7.25 0.33 0.102 ( 0.322) 0.035 0.068
88 7.33 0.37 0.113 ( 0.321) 0.038 0.074
89 7.42 0.37 0.113 ( 0.319) 0.038 0.074
90 7.50 0.37 0.113 ( 0.318) 0.038 0.074
91 7.58 0.40 0.123 ( 0.316) 0.042 0.081
92 7.67 0.40 0.123 ( 0.315) 0.042 0.081
93 7.75 0.40 0.123 ( 0.313) 0.042 0.081
94 7.83 0.43 0.133 ( 0.312) 0.045 0.088
95 7.92 0.43 0.133 ( 0.311) 0.045 0.088
96 8.00 0.43 0.133 ( 0.309) 0.045 0.088
97 8.08 0.50 0.154 ( 0.308) 0.052 0.101
98 8.17 0.50 0.154 ( 0.306) 0.052 0.101
99 8.25 0.50 0.154 ( 0.305) 0.052 0.101
100 8.33 0.50 0.154 ( 0.303) 0.052 0.101
101 8.42 0.50 0.154 ( 0.302) 0.052 0.101
102 8.50 0.50 0.154 ( 0.301) 0.052 0.101
103 8.58 0.53 0.164 ( 0.299) 0.056 0.108
104 8.67 0.53 0.164 ( 0.298) 0.056 0.108
105 8.75 0.53 0.164 ( 0.296) 0.056 0.108
106 8.83 0.57 0.174 ( 0.295) 0.059 0.115
107 8.92 0.57 0.174 ( 0.294) 0.059 0.115
108 9.00 0.57 0.174 ( 0.292) 0.059 0.115
109 9.08 0.63 0.195 ( 0.291) 0.066 0.128
110 9.17 0.63 0.195 ( 0.289) 0.066 0.128
111 9.25 0.63 0.195 ( 0.288) 0.066 0.128
112 9.33 0.67 0.205 ( 0.287) 0.070 0.135
113 9.42 0.67 0.205 ( 0.285) 0.070 0.135
114 9.50 0.67 0.205 ( 0.284) 0.070 0.135
115 9.58 0.70 0.215 ( 0.283) 0.073 0.142
116 9.67 0.70 0.215 ( 0.281) 0.073 0.142
117 9.75 0.70 0.215 ( 0.280) 0.073 0.142
118 9.83 0.73 0.225 ( 0.279) 0.077 0.149
119 9.92 0.73 0.225 ( 0.277) 0.077 0.149
120 10.00 0.73 0.225 ( 0.276) 0.077 0.149
121 10.08 0.50 0.154 ( 0.275) 0.052 0.101
122 10.17 0.50 0.154 ( 0.273) 0.052 0.101
123 10.25 0.50 0.154 ( 0.272) 0.052 0.101
124 10.33 0.50 0.154 ( 0.271) 0.052 0.101
125 10.42 0.50 0.154 ( 0.269) 0.052 0.101
126 10.50 0.50 0.154 ( 0.268) 0.052 0.101
127 10.58 0.67 0.205 ( 0.267) 0.070 0.135
128 10.67 0.67 0.205 ( 0.265) 0.070 0.135
129 10.75 0.67 0.205 ( 0.264) 0.070 0.135
130 10.83 0.67 0.205 ( 0.263) 0.070 0.135
131 10.92 0.67 0.205 ( 0.261) 0.070 0.135
132 11.00 0.67 0.205 ( 0.260) 0.070 0.135

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133 11.08 0.63 0.195 ( 0.259) 0.066 0.128
134 11.17 0.63 0.195 ( 0.258) 0.066 0.128
135 11.25 0.63 0.195 ( 0.256) 0.066 0.128
136 11.33 0.63 0.195 ( 0.255) 0.066 0.128
137 11.42 0.63 0.195 ( 0.254) 0.066 0.128
138 11.50 0.63 0.195 ( 0.253) 0.066 0.128
139 11.58 0.57 0.174 ( 0.251) 0.059 0.115
140 11.67 0.57 0.174 ( 0.250) 0.059 0.115
141 11.75 0.57 0.174 ( 0.249) 0.059 0.115
142 11.83 0.60 0.184 ( 0.248) 0.063 0.122
143 11.92 0.60 0.184 ( 0.246) 0.063 0.122
144 12.00 0.60 0.184 ( 0.245) 0.063 0.122
145 12.08 0.83 0.256 ( 0.244) 0.087 0.169
146 12.17 0.83 0.256 ( 0.243) 0.087 0.169
147 12.25 0.83 0.256 ( 0.241) 0.087 0.169
148 12.33 0.87 0.266 ( 0.240) 0.091 0.176
149 12.42 0.87 0.266 ( 0.239) 0.091 0.176
150 12.50 0.87 0.266 ( 0.238) 0.091 0.176
151 12.58 0.93 0.287 ( 0.237) 0.097 0.189
152 12.67 0.93 0.287 ( 0.235) 0.097 0.189
153 12.75 0.93 0.287 ( 0.234) 0.097 0.189
154 12.83 0.97 0.297 ( 0.233) 0.101 0.196
155 12.92 0.97 0.297 ( 0.232) 0.101 0.196
156 13.00 0.97 0.297 ( 0.231) 0.101 0.196
157 13.08 1.13 0.348 ( 0.230) 0.118 0.230
158 13.17 1.13 0.348 ( 0.228) 0.118 0.230
159 13.25 1.13 0.348 ( 0.227) 0.118 0.230
160 13.33 1.13 0.348 ( 0.226) 0.118 0.230
161 13.42 1.13 0.348 ( 0.225) 0.118 0.230
162 13.50 1.13 0.348 ( 0.224) 0.118 0.230
163 13.58 0.77 0.235 ( 0.223) 0.080 0.155
164 13.67 0.77 0.235 ( 0.221) 0.080 0.155
165 13.75 0.77 0.235 ( 0.220) 0.080 0.155
166 13.83 0.77 0.235 ( 0.219) 0.080 0.155
167 13.92 0.77 0.235 ( 0.218) 0.080 0.155
168 14.00 0.77 0.235 ( 0.217) 0.080 0.155
169 14.08 0.90 0.276 ( 0.216) 0.094 0.182
170 14.17 0.90 0.276 ( 0.215) 0.094 0.182
171 14.25 0.90 0.276 ( 0.214) 0.094 0.182
172 14.33 0.87 0.266 ( 0.213) 0.091 0.176
173 14.42 0.87 0.266 ( 0.211) 0.091 0.176
174 14.50 0.87 0.266 ( 0.210) 0.091 0.176
175 14.58 0.87 0.266 ( 0.209) 0.091 0.176
176 14.67 0.87 0.266 ( 0.208) 0.091 0.176
177 14.75 0.87 0.266 ( 0.207) 0.091 0.176
178 14.83 0.83 0.256 ( 0.206) 0.087 0.169
179 14.92 0.83 0.256 ( 0.205) 0.087 0.169
180 15.00 0.83 0.256 ( 0.204) 0.087 0.169
181 15.08 0.80 0.246 ( 0.203) 0.084 0.162
182 15.17 0.80 0.246 ( 0.202) 0.084 0.162
183 15.25 0.80 0.246 ( 0.201) 0.084 0.162
184 15.33 0.77 0.235 ( 0.200) 0.080 0.155
185 15.42 0.77 0.235 ( 0.199) 0.080 0.155
186 15.50 0.77 0.235 ( 0.198) 0.080 0.155
187 15.58 0.63 0.195 ( 0.197) 0.066 0.128
188 15.67 0.63 0.195 ( 0.196) 0.066 0.128
189 15.75 0.63 0.195 ( 0.195) 0.066 0.128
190 15.83 0.63 0.195 ( 0.194) 0.066 0.128
191 15.92 0.63 0.195 ( 0.193) 0.066 0.128
192 16.00 0.63 0.195 ( 0.192) 0.066 0.128
193 16.08 0.13 0.041 ( 0.191) 0.014 0.027
194 16.17 0.13 0.041 ( 0.190) 0.014 0.027

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195 16.25 0.13 0.041 ( 0.189) 0.014 0.027
196 16.33 0.13 0.041 ( 0.188) 0.014 0.027
197 16.42 0.13 0.041 ( 0.187) 0.014 0.027
198 16.50 0.13 0.041 ( 0.186) 0.014 0.027
199 16.58 0.10 0.031 ( 0.185) 0.010 0.020
200 16.67 0.10 0.031 ( 0.184) 0.010 0.020
201 16.75 0.10 0.031 ( 0.183) 0.010 0.020
202 16.83 0.10 0.031 ( 0.182) 0.010 0.020
203 16.92 0.10 0.031 ( 0.181) 0.010 0.020
204 17.00 0.10 0.031 ( 0.180) 0.010 0.020
205 17.08 0.17 0.051 ( 0.180) 0.017 0.034
206 17.17 0.17 0.051 ( 0.179) 0.017 0.034
207 17.25 0.17 0.051 ( 0.178) 0.017 0.034
208 17.33 0.17 0.051 ( 0.177) 0.017 0.034
209 17.42 0.17 0.051 ( 0.176) 0.017 0.034
210 17.50 0.17 0.051 ( 0.175) 0.017 0.034
211 17.58 0.17 0.051 ( 0.174) 0.017 0.034
212 17.67 0.17 0.051 ( 0.173) 0.017 0.034
213 17.75 0.17 0.051 ( 0.172) 0.017 0.034
214 17.83 0.13 0.041 ( 0.172) 0.014 0.027
215 17.92 0.13 0.041 ( 0.171) 0.014 0.027
216 18.00 0.13 0.041 ( 0.170) 0.014 0.027
217 18.08 0.13 0.041 ( 0.169) 0.014 0.027
218 18.17 0.13 0.041 ( 0.168) 0.014 0.027
219 18.25 0.13 0.041 ( 0.167) 0.014 0.027
220 18.33 0.13 0.041 ( 0.167) 0.014 0.027
221 18.42 0.13 0.041 ( 0.166) 0.014 0.027
222 18.50 0.13 0.041 ( 0.165) 0.014 0.027
223 18.58 0.10 0.031 ( 0.164) 0.010 0.020
224 18.67 0.10 0.031 ( 0.163) 0.010 0.020
225 18.75 0.10 0.031 ( 0.163) 0.010 0.020
226 18.83 0.07 0.020 ( 0.162) 0.007 0.014
227 18.92 0.07 0.020 ( 0.161) 0.007 0.014
228 19.00 0.07 0.020 ( 0.160) 0.007 0.014
229 19.08 0.10 0.031 ( 0.160) 0.010 0.020
230 19.17 0.10 0.031 ( 0.159) 0.010 0.020
231 19.25 0.10 0.031 ( 0.158) 0.010 0.020
232 19.33 0.13 0.041 ( 0.157) 0.014 0.027
233 19.42 0.13 0.041 ( 0.157) 0.014 0.027
234 19.50 0.13 0.041 ( 0.156) 0.014 0.027
235 19.58 0.10 0.031 ( 0.155) 0.010 0.020
236 19.67 0.10 0.031 ( 0.154) 0.010 0.020
237 19.75 0.10 0.031 ( 0.154) 0.010 0.020
238 19.83 0.07 0.020 ( 0.153) 0.007 0.014
239 19.92 0.07 0.020 ( 0.152) 0.007 0.014
240 20.00 0.07 0.020 ( 0.152) 0.007 0.014
241 20.08 0.10 0.031 ( 0.151) 0.010 0.020
242 20.17 0.10 0.031 ( 0.150) 0.010 0.020
243 20.25 0.10 0.031 ( 0.150) 0.010 0.020
244 20.33 0.10 0.031 ( 0.149) 0.010 0.020
245 20.42 0.10 0.031 ( 0.148) 0.010 0.020
246 20.50 0.10 0.031 ( 0.148) 0.010 0.020
247 20.58 0.10 0.031 ( 0.147) 0.010 0.020
248 20.67 0.10 0.031 ( 0.147) 0.010 0.020
249 20.75 0.10 0.031 ( 0.146) 0.010 0.020
250 20.83 0.07 0.020 ( 0.145) 0.007 0.014
251 20.92 0.07 0.020 ( 0.145) 0.007 0.014
252 21.00 0.07 0.020 ( 0.144) 0.007 0.014
253 21.08 0.10 0.031 ( 0.144) 0.010 0.020
254 21.17 0.10 0.031 ( 0.143) 0.010 0.020
255 21.25 0.10 0.031 ( 0.142) 0.010 0.020
256 21.33 0.07 0.020 ( 0.142) 0.007 0.014

Page 557 of 1299 ends

257 21.42
258 21.50
259 21.58
260 21.67
261 21.75
262 21.83
263 21.92
264 22.00
265 22.08
266 22.17
267 22.25
268 22.33
269 22.42
270 22.50
271 22.58
272 22.67
273 22.75
274 22.83
275 22.92
276 23.00
277 23.08
278 23.17
279 23.25
280 23.33
281 23.42
282 23.50
283 23.58
284 23.67
285 23.75
286 23.83
287 23.92
288 24.00

0.07 0.020 ( 0.141) 0.007

0.10 0.031 ( 0.140) 0.010

0.10 0.031 ( 0.139) 0.010

0.07 0.020 ( 0.139) 0.007

0.07 0.020 ( 0.138) 0.007

0.10 0.031 ( 0.137) 0.010

0.07 0.020 ( 0.136) 0.007

0.07 0.020 ( 0.135) 0.007

0.07 0.020 ( 0.134) 0.007

0.07 0.020 ( 0.133) 0.007

0.07 0.020 ( 0.132) 0.007

0.07 0.020 ( 0.131) 0.007

0.07 0.020 ( 0.131) 0.007
(Loss Rate Not Used)
Sum = 100.0 Sum = 20.3
Flood volume = Effective rainfall 1.69(In)
times area 59.0(Ac.)/[(In)/(Ft.)] = 8.3(Ac.Ft)
Total soil loss = 0.87(In)
Total soil loss = 4.278(Ac.Ft)
Total rainfall = 2.56(In)
Flood volume = 361758.6 Cubic Feet
Total soil loss = 186360.5 Cubic Feet

0.014

0.020

0.014

0.020

0.014

0.014
Peak flow rate of this hydrograph = 13.340(CFS)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R STORM
R u n o f f Hydrograph
Hydrograph in 5 Minute intervals ((CFS))
Time(h+m) Volume Ac.Ft Q(CFS) 0

5.0 10.0

15.0 20.0
0+ 5 0.0004 0.06 Q
0+10 0.0025 0.30 Q
0+15 0.0060 0.52 VQ
0+20 0.0104 0.63 VQ
0+25 0.0160 0.81 VQ
0+30 0.0226 0.96 VQ
0+35 0.0296 1.02 V Q
0+40 0.0370 1.07 V Q
0+45 0.0446 1.10 V Q

Page 558 of 1299 ends

0+50 0.0525 1.15 V Q
0+55 0.0614 1.29 V Q
1+ 0 0.0711 1.41 V Q
1+ 5 0.0810 1.43 V Q
1+10 0.0903 1.35 V Q
1+15 0.0990 1.27 V Q
1+20 0.1076 1.24 V Q
1+25 0.1161 1.23 V Q
1+30 0.1245 1.23 V Q
1+35 0.1329 1.22 V Q
1+40 0.1413 1.22 V Q
1+45 0.1497 1.22 V Q
1+50 0.1583 1.25 V Q
1+55 0.1677 1.37 V Q
2+ 0 0.1778 1.47 V Q
2+ 5 0.1882 1.51 V Q
2+10 0.1989 1.54 V Q
2+15 0.2096 1.56 V Q
2+20 0.2204 1.57 V Q
2+25 0.2313 1.58 V Q
2+30 0.2422 1.58 V Q
2+35 0.2533 1.62 V Q
2+40 0.2653 1.74 V Q
2+45 0.2781 1.85 V Q
2+50 0.2912 1.90 V Q
2+55 0.3044 1.93 V Q
3+ 0 0.3179 1.95 V Q
3+ 5 0.3314 1.96 V Q
3+10 0.3450 1.97 V Q
3+15 0.3587 1.98 V Q
3+20 0.3723 1.99 V Q
3+25 0.3861 1.99 V Q
3+30 0.3998 2.00 V Q
3+35 0.4136 2.00 V Q
3+40 0.4274 2.00 V Q
3+45 0.4412 2.00 V Q
3+50 0.4552 2.03 V Q
3+55 0.4700 2.16 V Q
4+ 0 0.4857 2.27 V Q
4+ 5 0.5016 2.31 V Q
4+10 0.5177 2.34 V Q
4+15 0.5339 2.36 V Q
4+20 0.5505 2.40 V Q
4+25 0.5679 2.53 V Q
4+30 0.5861 2.64 V Q
4+35 0.6046 2.69 V Q
4+40 0.6234 2.72 V Q
4+45 0.6423 2.75 V Q
4+50 0.6615 2.79 V Q
4+55 0.6817 2.92 V Q
5+ 0 0.7026 3.04 V Q
5+ 5 0.7235 3.03 V Q
5+10 0.7429 2.82 V Q
5+15 0.7610 2.63 V Q
5+20 0.7789 2.59 V Q
5+25 0.7972 2.67 V Q
5+30 0.8161 2.74 V Q
5+35 0.8354 2.80 VQ
5+40 0.8556 2.94 VQ
5+45 0.8767 3.06 V Q
5+50 0.8981 3.11 V Q
5+55 0.9197 3.14 V Q

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6+ 0 0.9414 3.16
6+ 5 0.9635 3.20
6+10 0.9864 3.33
6+15 1.0102 3.45
6+20 1.0342 3.49
6+25 1.0585 3.52
6+30 1.0829 3.54
6+35 1.1076 3.59
6+40 1.1333 3.73
6+45 1.1598 3.84
6+50 1.1866 3.89
6+55 1.2136 3.93
7+ 0 1.2408 3.95
7+ 5 1.2682 3.97
7+10 1.2956 3.98
7+15 1.3230 3.99
7+20 1.3507 4.02
7+25 1.3793 4.15
7+30 1.4087 4.26
7+35 1.4386 4.34
7+40 1.4695 4.49
7+45 1.5013 4.62
7+50 1.5337 4.71
7+55 1.5673 4.87
8+ 0 1.6017 5.00
8+ 5 1.6370 5.12
8+10 1.6742 5.41
8+15 1.7131 5.65
8+20 1.7528 5.76
8+25 1.7929 5.83
8+30 1.8334 5.88
8+35 1.8743 5.94
8+40 1.9162 6.09
8+45 1.9590 6.21
8+50 2.0024 6.30
8+55 2.0469 6.46
9+ 0 2.0924 6.60
9+ 5 2.1387 6.73
9+10 2.1870 7.01
9+15 2.2370 7.26
9+20 2.2879 7.40
9+25 2.3402 7.59
9+30 2.3935 7.75
9+35 2.4476 7.86
9+40 2.5029 8.03
9+45 2.5592 8.17
9+50 2.6161 8.27
9+55 2.6743 8.44
10+ 0 2.7334 8.58
10+ 5 2.7916 8.45
10+10 2.8442 7.64
10+15 2.8920 6.93
10+20 2.9377 6.65
10+25 2.9823 6.47
10+30 3.0260 6.35
10+35 3.0703 6.42
10+40 3.1184 6.98
10+45 3.1699 7.48
10+50 3.2228 7.68
10+55 3.2764 7.79
11+ 0 3.3306 7.86
11+ 5 3.3848 7.88
✓ Q
✓ Q
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VQ
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VQ
✓ Q
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VQ
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V
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V
V
V
V
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V
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11+10 3.4385 7.78
11+15 3.4915 7.70
11+20 3.5442 7.66
11+25 3.5968 7.64
11+30 3.6493 7.62
11+35 3.7014 7.56
11+40 3.7519 7.32
11+45 3.8009 7.11
11+50 3.8495 7.06
11+55 3.8986 7.13
12+ 0 3.9483 7.21
12+ 5 3.9995 7.43
12+10 4.0566 8.29
12+15 4.1189 9.05
12+20 4.1835 9.39
12+25 4.2504 9.70
12+30 4.3188 9.94
12+35 4.3885 10.13
12+40 4.4605 10.45
12+45 4.5344 10.73
12+50 4.6094 10.89
12+55 4.6859 11.10
13+ 0 4.7635 11.28
13+ 5 4.8429 11.52
13+10 4.9269 12.19
13+15 5.0149 12.78
13+20 5.1047 13.04
13+25 5.1957 13.21
13+30 5.2876 13.34
13+35 5.3777 13.09
13+40 5.4590 11.80
13+45 5.5325 10.67
13+50 5.6029 10.21
13+55 5.6713 9.94
14+ 0 5.7385 9.75
14+ 5 5.8056 9.75
14+10 5.8756 10.16
14+15 5.9481 10.53
14+20 6.0214 10.64
14+25 6.0944 10.59
14+30 6.1669 10.53
14+35 6.2393 10.51
14+40 6.3115 10.49
14+45 6.3836 10.47
14+50 6.4554 10.43
14+55 6.5263 10.29
15+ 0 6.5963 10.16
15+ 5 6.6658 10.10
15+10 6.7344 9.95
15+15 6.8021 9.83
15+20 6.8693 9.75
15+25 6.9354 9.60
15+30 7.0006 9.48
15+35 7.0646 9.29
15+40 7.1250 8.76
15+45 7.1822 8.31
15+50 7.2380 8.11
15+55 7.2930 7.98
16+ 0 7.3474 7.90
16+ 5 7.3983 7.39
16+10 7.4364 5.53
16+15 7.4632 3.90
Q
QV
QV
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
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Q V
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Q
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Q V
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QI V
QI V
QI V
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IQ V
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Q V
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Page 561 of 1299 ends

16+20 7.4853 3.21 Q
16+25 7.5044 2.77 Q
16+30 7.5214 2.47 Q
16+35 7.5368 2.24 Q
16+40 7.5504 1.98 Q
16+45 7.5626 1.77 Q
16+50 7.5740 1.65 Q
16+55 7.5847 1.55 Q
17+ 0 7.5948 1.47 Q
17+ 5 7.6049 1.47 Q
17+10 7.6164 1.67 Q
17+15 7.6291 1.85 Q
17+20 7.6422 1.90 Q
17+25 7.6554 1.92 Q
17+30 7.6686 1.92 Q
17+35 7.6820 1.94 Q
17+40 7.6955 1.95 Q
17+45 7.7090 1.96 Q
17+50 7.7224 1.94 Q
17+55 7.7349 1.83 Q
18+ 0 7.7468 1.72 Q
18+ 5 7.7584 1.69 Q
18+10 7.7699 1.66 Q
18+15 7.7812 1.65 Q
18+20 7.7925 1.64 Q
18+25 7.8038 1.64 Q
18+30 7.8150 1.63 Q
18+35 7.8260 1.60 Q
18+40 7.8362 1.47 Q
18+45 7.8456 1.36 Q
18+50 7.8544 1.29 Q
18+55 7.8623 1.14 Q
19+ 0 7.8692 1.01 Q
19+ 5 7.8759 0.98 Q
19+10 7.8833 1.06 Q
19+15 7.8911 1.14 Q
19+20 7.8994 1.20 Q
19+25 7.9086 1.33 Q
19+30 7.9186 1.45 Q
19+35 7.9287 1.47 Q
19+40 7.9382 1.38 Q
19+45 7.9471 1.29 Q
19+50 7.9555 1.23 Q
19+55 7.9630 1.09 Q
20+ 0 7.9697 0.97 Q
20+ 5 7.9762 0.95 Q
20+10 7.9833 1.04 Q
20+15 7.9911 1.12 Q
20+20 7.9990 1.15 Q
20+25 8.0071 1.17 Q
20+30 8.0152 1.19 Q
20+35 8.0235 1.19 Q
20+40 8.0317 1.20 Q
20+45 8.0400 1.20 Q
20+50 8.0480 1.17 Q
20+55 8.0552 1.05 Q
21+ 0 8.0617 0.94 Q
21+ 5 8.0681 0.93 Q
21+10 8.0751 1.02 Q
21+15 8.0828 1.11 Q
21+20 8.0904 1.11 Q
21+25 8.0974 1.01 Q
V
V
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Page 562 of 1299 ends

21+30 8.1038 0.92 Q
21+35 8.1101 0.91 Q
21+40 8.1170 1.01 Q
21+45 8.1246 1.10 Q
21+50 8.1322 1.11 Q
21+55 8.1392 1.01 Q
22+ 0 8.1455 0.91 Q
22+ 5 8.1517 0.91 Q
22+10 8.1586 1.01 Q
22+15 8.1662 1.10 Q
22+20 8.1738 1.10 Q
22+25 8.1807 1.00 Q
22+30 8.1870 0.91 Q
22+35 8.1930 0.88 Q
22+40 8.1989 0.85 Q
22+45 8.2047 0.84 Q
22+50 8.2104 0.83 Q
22+55 8.2161 0.82 Q
23+ 0 8.2218 0.82 Q
23+ 5 8.2274 0.82 Q
23+10 8.2330 0.82 Q
23+15 8.2386 0.81 Q
23+20 8.2442 0.81 Q
23+25 8.2498 0.81 Q
23+30 8.2553 0.81 Q
23+35 8.2609 0.81 Q
23+40 8.2665 0.81 Q
23+45 8.2720 0.80 Q
23+50 8.2775 0.80 Q
23+55 8.2831 0.80 Q
24+ 0 8.2886 0.80 Q
24+ 5 8.2937 0.74 Q
24+10 8.2972 0.50 Q
24+15 8.2992 0.29 Q
24+20 8.3006 0.20 Q
24+25 8.3015 0.14 Q
24+30 8.3023 0.11 Q
24+35 8.3028 0.08 Q
24+40 8.3033 0.06 Q
24+45 8.3036 0.05 Q
24+50 8.3039 0.04 Q
24+55 8.3042 0.03 Q
25+ 0 8.3044 0.03 Q
25+ 5 8.3045 0.02 Q
25+10 8.3046 0.02 Q
25+15 8.3047 0.01 Q
25+20 8.3048 0.01 Q
25+25 8.3048 0.01 0
V
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Page 563 of 1299 ends

Unit H y d r o g r a p h Analysis
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 08/26/24 File: da100fex242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6443
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
Fairway Canyon Existing Conditions
DA100 2yr
Kimley-Horn
Drainage Area = 106.30(Ac.) = 0.166 Sq. Mi.

Drainage Area for Depth -Area Areal Adjustment = 106.30(Ac.) = 0.166 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.190 Hr.

Lag time = 11.40 Min.
25% of lag time = 2.85 Min.
40% of lag time = 4.56 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]
106.30 2.56 272.13
100 YEAR Area rainfall data:

Area(Ac.)[1] Rainfall(In)[2] Weighting[1*2]
106.30 6.25 664.38
STORM EVENT (YEAR) = 2.00
Area Averaged 2 -Year Rainfall = 2.560(In)
Area Averaged 100 -Year Rainfall = 6.250(In)
Point rain (area averaged) = 2.560(In)
Areal adjustment factor = 99.98
Adjusted average point rain = 2.559(In)
Sub -Area Data:

Page 564 of 1299 ends

Area(Ac.) Runoff Index Impervious
106.300 69.00 0.000
Total Area Entered = 106.30(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC -1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

69.0 49.8 0.574 0.000 0.574 1.000 0.574
Sum (F) = 0.574
Area averaged mean soil loss (F) (In/Hr) = 0.574
Minimum soil loss rate ((In/Hr)) = 0.287
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.900
Unit Hydrograph
Combination of 'S' Curves:

VALLEY 'S' Curve Percentage = 0.00
FOOTHILL 'S' Curve Percentage = 50.00
MOUNTAIN 'S' Curve Percentage = 50.00
DESERT 'S' Curve Percentage = 0.00
Unit Hydrograph Data
Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph
(CFS)
1 0.083 43.860
2 0.167 87.719
3 0.250 131.579
4 0.333 175.439
5 0.417 219.298
6 0.500 263.158
7 0.583 307.018
8 0.667 350.877
9 0.750 394.737
10 0.833 438.596
11 0.917 482.456
12 1.000 526.316
13 1.083 570.175
14 1.167 614.035
15 1.250 657.895
16 1.333 701.754
17 1.417 745.614
18 1.500 789.474
19 1.583 833.333
20 1.667 877.193
21 1.750 921.053
22 1.833 964.912
23 1.917 1008.772

4.957 5.310

20.147 21.583

28.120 30.125

14.114 15.121

7.923 8.488

5.611 6.011

4.109 4.402

3.039 3.256

2.204 2.361

1.573 1.686

1.164 1.247

1.052 1.127

0.854 0.915

0.824 0.883

0.697 0.747

0.620 0.664

0.479 0.513

0.421 0.451

0.395 0.423

0.513 0.550
Sum = 100.000 Sum= 107.130
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 1 Low (In/Hr)
1 0.08 0.07 0.020 ( 1.017) 0.018 0.002
2 0.17 0.07 0.020 ( 1.014) 0.018 0.002
3 0.25 0.07 0.020 ( 1.010) 0.018 0.002

Page 565 of 1299 ends

4 0.33 0.10 0.031 ( 1.006) 0.028 0.003
5 0.42 0.10 0.031 ( 1.002) 0.028 0.003
6 0.50 0.10 0.031 ( 0.998) 0.028 0.003
7 0.58 0.10 0.031 ( 0.994) 0.028 0.003
8 0.67 0.10 0.031 ( 0.990) 0.028 0.003
9 0.75 0.10 0.031 ( 0.986) 0.028 0.003
10 0.83 0.13 0.041 ( 0.982) 0.037 0.004
11 0.92 0.13 0.041 ( 0.978) 0.037 0.004
12 1.00 0.13 0.041 ( 0.975) 0.037 0.004
13 1.08 0.10 0.031 ( 0.971) 0.028 0.003
14 1.17 0.10 0.031 ( 0.967) 0.028 0.003
15 1.25 0.10 0.031 ( 0.963) 0.028 0.003
16 1.33 0.10 0.031 ( 0.959) 0.028 0.003
17 1.42 0.10 0.031 ( 0.955) 0.028 0.003
18 1.50 0.10 0.031 ( 0.952) 0.028 0.003
19 1.58 0.10 0.031 ( 0.948) 0.028 0.003
20 1.67 0.10 0.031 ( 0.944) 0.028 0.003
21 1.75 0.10 0.031 ( 0.940) 0.028 0.003
22 1.83 0.13 0.041 ( 0.936) 0.037 0.004
23 1.92 0.13 0.041 ( 0.933) 0.037 0.004
24 2.00 0.13 0.041 ( 0.929) 0.037 0.004
25 2.08 0.13 0.041 ( 0.925) 0.037 0.004
26 2.17 0.13 0.041 ( 0.921) 0.037 0.004
27 2.25 0.13 0.041 ( 0.918) 0.037 0.004
28 2.33 0.13 0.041 ( 0.914) 0.037 0.004
29 2.42 0.13 0.041 ( 0.910) 0.037 0.004
30 2.50 0.13 0.041 ( 0.906) 0.037 0.004
31 2.58 0.17 0.051 ( 0.903) 0.046 0.005
32 2.67 0.17 0.051 ( 0.899) 0.046 0.005
33 2.75 0.17 0.051 ( 0.895) 0.046 0.005
34 2.83 0.17 0.051 ( 0.892) 0.046 0.005
35 2.92 0.17 0.051 ( 0.888) 0.046 0.005
36 3.00 0.17 0.051 ( 0.884) 0.046 0.005
37 3.08 0.17 0.051 ( 0.881) 0.046 0.005
38 3.17 0.17 0.051 ( 0.877) 0.046 0.005
39 3.25 0.17 0.051 ( 0.873) 0.046 0.005
40 3.33 0.17 0.051 ( 0.870) 0.046 0.005
41 3.42 0.17 0.051 ( 0.866) 0.046 0.005
42 3.50 0.17 0.051 ( 0.862) 0.046 0.005
43 3.58 0.17 0.051 ( 0.859) 0.046 0.005
44 3.67 0.17 0.051 ( 0.855) 0.046 0.005
45 3.75 0.17 0.051 ( 0.852) 0.046 0.005
46 3.83 0.20 0.061 ( 0.848) 0.055 0.006
47 3.92 0.20 0.061 ( 0.844) 0.055 0.006
48 4.00 0.20 0.061 ( 0.841) 0.055 0.006
49 4.08 0.20 0.061 ( 0.837) 0.055 0.006
50 4.17 0.20 0.061 ( 0.834) 0.055 0.006
51 4.25 0.20 0.061 ( 0.830) 0.055 0.006
52 4.33 0.23 0.072 ( 0.827) 0.064 0.007
53 4.42 0.23 0.072 ( 0.823) 0.064 0.007
54 4.50 0.23 0.072 ( 0.820) 0.064 0.007
55 4.58 0.23 0.072 ( 0.816) 0.064 0.007
56 4.67 0.23 0.072 ( 0.813) 0.064 0.007
57 4.75 0.23 0.072 ( 0.809) 0.064 0.007
58 4.83 0.27 0.082 ( 0.806) 0.074 0.008
59 4.92 0.27 0.082 ( 0.802) 0.074 0.008
60 5.00 0.27 0.082 ( 0.799) 0.074 0.008
61 5.08 0.20 0.061 ( 0.795) 0.055 0.006
62 5.17 0.20 0.061 ( 0.792) 0.055 0.006
63 5.25 0.20 0.061 ( 0.788) 0.055 0.006
64 5.33 0.23 0.072 ( 0.785) 0.064 0.007
65 5.42 0.23 0.072 ( 0.781) 0.064 0.007

Page 566 of 1299 ends

66 5.50 0.23 0.072 ( 0.778) 0.064 0.007
67 5.58 0.27 0.082 ( 0.775) 0.074 0.008
68 5.67 0.27 0.082 ( 0.771) 0.074 0.008
69 5.75 0.27 0.082 ( 0.768) 0.074 0.008
70 5.83 0.27 0.082 ( 0.764) 0.074 0.008
71 5.92 0.27 0.082 ( 0.761) 0.074 0.008
72 6.00 0.27 0.082 ( 0.758) 0.074 0.008
73 6.08 0.30 0.092 ( 0.754) 0.083 0.009
74 6.17 0.30 0.092 ( 0.751) 0.083 0.009
75 6.25 0.30 0.092 ( 0.748) 0.083 0.009
76 6.33 0.30 0.092 ( 0.744) 0.083 0.009
77 6.42 0.30 0.092 ( 0.741) 0.083 0.009
78 6.50 0.30 0.092 ( 0.738) 0.083 0.009
79 6.58 0.33 0.102 ( 0.734) 0.092 0.010
80 6.67 0.33 0.102 ( 0.731) 0.092 0.010
81 6.75 0.33 0.102 ( 0.728) 0.092 0.010
82 6.83 0.33 0.102 ( 0.724) 0.092 0.010
83 6.92 0.33 0.102 ( 0.721) 0.092 0.010
84 7.00 0.33 0.102 ( 0.718) 0.092 0.010
85 7.08 0.33 0.102 ( 0.715) 0.092 0.010
86 7.17 0.33 0.102 ( 0.711) 0.092 0.010
87 7.25 0.33 0.102 ( 0.708) 0.092 0.010
88 7.33 0.37 0.113 ( 0.705) 0.101 0.011
89 7.42 0.37 0.113 ( 0.702) 0.101 0.011
90 7.50 0.37 0.113 ( 0.698) 0.101 0.011
91 7.58 0.40 0.123 ( 0.695) 0.111 0.012
92 7.67 0.40 0.123 ( 0.692) 0.111 0.012
93 7.75 0.40 0.123 ( 0.689) 0.111 0.012
94 7.83 0.43 0.133 ( 0.686) 0.120 0.013
95 7.92 0.43 0.133 ( 0.682) 0.120 0.013
96 8.00 0.43 0.133 ( 0.679) 0.120 0.013
97 8.08 0.50 0.154 ( 0.676) 0.138 0.015
98 8.17 0.50 0.154 ( 0.673) 0.138 0.015
99 8.25 0.50 0.154 ( 0.670) 0.138 0.015
100 8.33 0.50 0.154 ( 0.667) 0.138 0.015
101 8.42 0.50 0.154 ( 0.664) 0.138 0.015
102 8.50 0.50 0.154 ( 0.660) 0.138 0.015
103 8.58 0.53 0.164 ( 0.657) 0.147 0.016
104 8.67 0.53 0.164 ( 0.654) 0.147 0.016
105 8.75 0.53 0.164 ( 0.651) 0.147 0.016
106 8.83 0.57 0.174 ( 0.648) 0.157 0.017
107 8.92 0.57 0.174 ( 0.645) 0.157 0.017
108 9.00 0.57 0.174 ( 0.642) 0.157 0.017
109 9.08 0.63 0.195 ( 0.639) 0.175 0.019
110 9.17 0.63 0.195 ( 0.636) 0.175 0.019
111 9.25 0.63 0.195 ( 0.633) 0.175 0.019
112 9.33 0.67 0.205 ( 0.630) 0.184 0.020
113 9.42 0.67 0.205 ( 0.627) 0.184 0.020
114 9.50 0.67 0.205 ( 0.624) 0.184 0.020
115 9.58 0.70 0.215 ( 0.621) 0.193 0.021
116 9.67 0.70 0.215 ( 0.618) 0.193 0.021
117 9.75 0.70 0.215 ( 0.615) 0.193 0.021
118 9.83 0.73 0.225 ( 0.612) 0.203 0.023
119 9.92 0.73 0.225 ( 0.609) 0.203 0.023
120 10.00 0.73 0.225 ( 0.606) 0.203 0.023
121 10.08 0.50 0.154 ( 0.603) 0.138 0.015
122 10.17 0.50 0.154 ( 0.600) 0.138 0.015
123 10.25 0.50 0.154 ( 0.597) 0.138 0.015
124 10.33 0.50 0.154 ( 0.594) 0.138 0.015
125 10.42 0.50 0.154 ( 0.592) 0.138 0.015
126 10.50 0.50 0.154 ( 0.589) 0.138 0.015
127 10.58 0.67 0.205 ( 0.586) 0.184 0.020

Page 567 of 1299 ends

128 10.67 0.67 0.205 ( 0.583) 0.184 0.020
129 10.75 0.67 0.205 ( 0.580) 0.184 0.020
130 10.83 0.67 0.205 ( 0.577) 0.184 0.020
131 10.92 0.67 0.205 ( 0.574) 0.184 0.020
132 11.00 0.67 0.205 ( 0.572) 0.184 0.020
133 11.08 0.63 0.195 ( 0.569) 0.175 0.019
134 11.17 0.63 0.195 ( 0.566) 0.175 0.019
135 11.25 0.63 0.195 ( 0.563) 0.175 0.019
136 11.33 0.63 0.195 ( 0.560) 0.175 0.019
137 11.42 0.63 0.195 ( 0.558) 0.175 0.019
138 11.50 0.63 0.195 ( 0.555) 0.175 0.019
139 11.58 0.57 0.174 ( 0.552) 0.157 0.017
140 11.67 0.57 0.174 ( 0.549) 0.157 0.017
141 11.75 0.57 0.174 ( 0.547) 0.157 0.017
142 11.83 0.60 0.184 ( 0.544) 0.166 0.018
143 11.92 0.60 0.184 ( 0.541) 0.166 0.018
144 12.00 0.60 0.184 ( 0.538) 0.166 0.018
145 12.08 0.83 0.256 ( 0.536) 0.230 0.026
146 12.17 0.83 0.256 ( 0.533) 0.230 0.026
147 12.25 0.83 0.256 ( 0.530) 0.230 0.026
148 12.33 0.87 0.266 ( 0.528) 0.240 0.027
149 12.42 0.87 0.266 ( 0.525) 0.240 0.027
150 12.50 0.87 0.266 ( 0.522) 0.240 0.027
151 12.58 0.93 0.287 ( 0.520) 0.258 0.029
152 12.67 0.93 0.287 ( 0.517) 0.258 0.029
153 12.75 0.93 0.287 ( 0.515) 0.258 0.029
154 12.83 0.97 0.297 ( 0.512) 0.267 0.030
155 12.92 0.97 0.297 ( 0.509) 0.267 0.030
156 13.00 0.97 0.297 ( 0.507) 0.267 0.030
157 13.08 1.13 0.348 ( 0.504) 0.313 0.035
158 13.17 1.13 0.348 ( 0.502) 0.313 0.035
159 13.25 1.13 0.348 ( 0.499) 0.313 0.035
160 13.33 1.13 0.348 ( 0.497) 0.313 0.035
161 13.42 1.13 0.348 ( 0.494) 0.313 0.035
162 13.50 1.13 0.348 ( 0.492) 0.313 0.035
163 13.58 0.77 0.235 ( 0.489) 0.212 0.024
164 13.67 0.77 0.235 ( 0.487) 0.212 0.024
165 13.75 0.77 0.235 ( 0.484) 0.212 0.024
166 13.83 0.77 0.235 ( 0.482) 0.212 0.024
167 13.92 0.77 0.235 ( 0.479) 0.212 0.024
168 14.00 0.77 0.235 ( 0.477) 0.212 0.024
169 14.08 0.90 0.276 ( 0.474) 0.249 0.028
170 14.17 0.90 0.276 ( 0.472) 0.249 0.028
171 14.25 0.90 0.276 ( 0.469) 0.249 0.028
172 14.33 0.87 0.266 ( 0.467) 0.240 0.027
173 14.42 0.87 0.266 ( 0.465) 0.240 0.027
174 14.50 0.87 0.266 ( 0.462) 0.240 0.027
175 14.58 0.87 0.266 ( 0.460) 0.240 0.027
176 14.67 0.87 0.266 ( 0.458) 0.240 0.027
177 14.75 0.87 0.266 ( 0.455) 0.240 0.027
178 14.83 0.83 0.256 ( 0.453) 0.230 0.026
179 14.92 0.83 0.256 ( 0.451) 0.230 0.026
180 15.00 0.83 0.256 ( 0.448) 0.230 0.026
181 15.08 0.80 0.246 ( 0.446) 0.221 0.025
182 15.17 0.80 0.246 ( 0.444) 0.221 0.025
183 15.25 0.80 0.246 ( 0.441) 0.221 0.025
184 15.33 0.77 0.235 ( 0.439) 0.212 0.024
185 15.42 0.77 0.235 ( 0.437) 0.212 0.024
186 15.50 0.77 0.235 ( 0.435) 0.212 0.024
187 15.58 0.63 0.195 ( 0.432) 0.175 0.019
188 15.67 0.63 0.195 ( 0.430) 0.175 0.019
189 15.75 0.63 0.195 ( 0.428) 0.175 0.019

Page 568 of 1299 ends

190 15.83 0.63 0.195 ( 0.426) 0.175 0.019
191 15.92 0.63 0.195 ( 0.424) 0.175 0.019
192 16.00 0.63 0.195 ( 0.421) 0.175 0.019
193 16.08 0.13 0.041 ( 0.419) 0.037 0.004
194 16.17 0.13 0.041 ( 0.417) 0.037 0.004
195 16.25 0.13 0.041 ( 0.415) 0.037 0.004
196 16.33 0.13 0.041 ( 0.413) 0.037 0.004
197 16.42 0.13 0.041 ( 0.411) 0.037 0.004
198 16.50 0.13 0.041 ( 0.409) 0.037 0.004
199 16.58 0.10 0.031 ( 0.407) 0.028 0.003
200 16.67 0.10 0.031 ( 0.405) 0.028 0.003
201 16.75 0.10 0.031 ( 0.403) 0.028 0.003
202 16.83 0.10 0.031 ( 0.401) 0.028 0.003
203 16.92 0.10 0.031 ( 0.398) 0.028 0.003
204 17.00 0.10 0.031 ( 0.396) 0.028 0.003
205 17.08 0.17 0.051 ( 0.394) 0.046 0.005
206 17.17 0.17 0.051 ( 0.392) 0.046 0.005
207 17.25 0.17 0.051 ( 0.390) 0.046 0.005
208 17.33 0.17 0.051 ( 0.389) 0.046 0.005
209 17.42 0.17 0.051 ( 0.387) 0.046 0.005
210 17.50 0.17 0.051 ( 0.385) 0.046 0.005
211 17.58 0.17 0.051 ( 0.383) 0.046 0.005
212 17.67 0.17 0.051 ( 0.381) 0.046 0.005
213 17.75 0.17 0.051 ( 0.379) 0.046 0.005
214 17.83 0.13 0.041 ( 0.377) 0.037 0.004
215 17.92 0.13 0.041 ( 0.375) 0.037 0.004
216 18.00 0.13 0.041 ( 0.373) 0.037 0.004
217 18.08 0.13 0.041 ( 0.371) 0.037 0.004
218 18.17 0.13 0.041 ( 0.370) 0.037 0.004
219 18.25 0.13 0.041 ( 0.368) 0.037 0.004
220 18.33 0.13 0.041 ( 0.366) 0.037 0.004
221 18.42 0.13 0.041 ( 0.364) 0.037 0.004
222 18.50 0.13 0.041 ( 0.363) 0.037 0.004
223 18.58 0.10 0.031 ( 0.361) 0.028 0.003
224 18.67 0.10 0.031 ( 0.359) 0.028 0.003
225 18.75 0.10 0.031 ( 0.357) 0.028 0.003
226 18.83 0.07 0.020 ( 0.356) 0.018 0.002
227 18.92 0.07 0.020 ( 0.354) 0.018 0.002
228 19.00 0.07 0.020 ( 0.352) 0.018 0.002
229 19.08 0.10 0.031 ( 0.351) 0.028 0.003
230 19.17 0.10 0.031 ( 0.349) 0.028 0.003
231 19.25 0.10 0.031 ( 0.347) 0.028 0.003
232 19.33 0.13 0.041 ( 0.346) 0.037 0.004
233 19.42 0.13 0.041 ( 0.344) 0.037 0.004
234 19.50 0.13 0.041 ( 0.342) 0.037 0.004
235 19.58 0.10 0.031 ( 0.341) 0.028 0.003
236 19.67 0.10 0.031 ( 0.339) 0.028 0.003
237 19.75 0.10 0.031 ( 0.338) 0.028 0.003
238 19.83 0.07 0.020 ( 0.336) 0.018 0.002
239 19.92 0.07 0.020 ( 0.335) 0.018 0.002
240 20.00 0.07 0.020 ( 0.333) 0.018 0.002
241 20.08 0.10 0.031 ( 0.332) 0.028 0.003
242 20.17 0.10 0.031 ( 0.330) 0.028 0.003
243 20.25 0.10 0.031 ( 0.329) 0.028 0.003
244 20.33 0.10 0.031 ( 0.328) 0.028 0.003
245 20.42 0.10 0.031 ( 0.326) 0.028 0.003
246 20.50 0.10 0.031 ( 0.325) 0.028 0.003
247 20.58 0.10 0.031 ( 0.323) 0.028 0.003
248 20.67 0.10 0.031 ( 0.322) 0.028 0.003
249 20.75 0.10 0.031 ( 0.321) 0.028 0.003
250 20.83 0.07 0.020 ( 0.319) 0.018 0.002
251 20.92 0.07 0.020 ( 0.318) 0.018 0.002

Page 569 of 1299 ends

252 21.00 0.07 0.020 ( 0.317)
253 21.08 0.10 0.031 ( 0.316)
254 21.17 0.10 0.031 ( 0.314)
255 21.25 0.10 0.031 ( 0.313)
256 21.33 0.07 0.020 ( 0.312)
257 21.42 0.07 0.020 ( 0.311)
258 21.50 0.07 0.020 ( 0.310)
259 21.58 0.10 0.031 ( 0.308)
260 21.67 0.10 0.031 ( 0.307)
261 21.75 0.10 0.031 ( 0.306)
262 21.83 0.07 0.020 ( 0.305)
263 21.92 0.07 0.020 ( 0.304)
264 22.00 0.07 0.020 ( 0.303)
265 22.08 0.10 0.031 ( 0.302)
266 22.17 0.10 0.031 ( 0.301)
267 22.25 0.10 0.031 ( 0.300)
268 22.33 0.07 0.020 ( 0.299)
269 22.42 0.07 0.020 ( 0.298)
270 22.50 0.07 0.020 ( 0.297)
271 22.58 0.07 0.020 ( 0.297)
272 22.67 0.07 0.020 ( 0.296)
273 22.75 0.07 0.020 ( 0.295)
274 22.83 0.07 0.020 ( 0.294)
275 22.92 0.07 0.020 ( 0.293)
276 23.00 0.07 0.020 ( 0.293)
277 23.08 0.07 0.020 ( 0.292)
278 23.17 0.07 0.020 ( 0.291)
279 23.25 0.07 0.020 ( 0.291)
280 23.33 0.07 0.020 ( 0.290)
281 23.42 0.07 0.020 ( 0.290)
282 23.50 0.07 0.020 ( 0.289)
283 23.58 0.07 0.020 ( 0.289)
284 23.67 0.07 0.020 ( 0.288)
285 23.75 0.07 0.020 ( 0.288)
286 23.83 0.07 0.020 ( 0.287)
287 23.92 0.07 0.020 ( 0.287)
288 24.00 0.07 0.020 ( 0.287)
(Loss Rate Not Used)
Sum = 100.0
Flood volume = Effective rainfall 0.26(In)
times area 106.3(Ac.)/[(In)/(Ft.)] =
Total soil loss = 2.30(In)
Total soil loss = 20.405(Ac.Ft)
Total rainfall = 2.56(In)
Flood volume = 98762.0 Cubic Feet
Total soil loss = 888857.6 Cubic Feet

0.018

0.028

0.018

0.028

0.018

0.028

0.018

0.002

0.003

0.002

0.003

0.002

0.003

0.002

0.002
Sum = 3.1

2.3(Ac.Ft)
Peak flow rate of this hydrograph = 3.581(CFS)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R STORM
R u n o f f Hydrograph
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 0.0001 0.01 Q
0+10 0.0005 0.06 Q
0+15 0.0013 0.12 Q
0+20 0.0023 0.15 Q

Page 570 of 1299 ends

0+25 0.0036 0.19 Q
0+30 0.0053 0.24 Q
0+35 0.0071 0.26 VQ
0+40 0.0090 0.28 VQ
0+45 0.0109 0.29 VQ
0+50 0.0130 0.30 VQ
0+55 0.0153 0.33 VQ
1+ 0 0.0178 0.36 VQ
1+ 5 0.0204 0.38 VQ
1+10 0.0229 0.37 VQ
1+15 0.0253 0.35 VQ
1+20 0.0276 0.34 VQ
1+25 0.0299 0.33 VQ
1+30 0.0322 0.33 VQ
1+35 0.0344 0.33 VQ
1+40 0.0367 0.33 VQ
1+45 0.0390 0.33 VQ
1+50 0.0413 0.34 VQ
1+55 0.0437 0.36 VQ
2+ 0 0.0464 0.39 VQ
2+ 5 0.0492 0.40 VQ
2+10 0.0521 0.41 VQ
2+15 0.0549 0.42 VQ
2+20 0.0579 0.42 Q
2+25 0.0608 0.43 Q
2+30 0.0638 0.43 Q
2+35 0.0668 0.44 Q
2+40 0.0699 0.46 Q
2+45 0.0733 0.49 Q
2+50 0.0768 0.51 VQ
2+55 0.0804 0.52 VQ
3+ 0 0.0840 0.52 VQ
3+ 5 0.0876 0.53 VQ
3+10 0.0913 0.53 VQ
3+15 0.0950 0.54 VQ
3+20 0.0987 0.54 VQ
3+25 0.1024 0.54 VQ
3+30 0.1061 0.54 VQ
3+35 0.1099 0.54 VQ
3+40 0.1136 0.54 Q
3+45 0.1174 0.54 Q
3+50 0.1212 0.55 Q
3+55 0.1251 0.57 Q
4+ 0 0.1293 0.60 Q
4+ 5 0.1336 0.62 Q
4+10 0.1379 0.63 Q
4+15 0.1423 0.64 Q
4+20 0.1467 0.65 Q
4+25 0.1514 0.67 Q
4+30 0.1562 0.71 Q
4+35 0.1612 0.72 Q
4+40 0.1663 0.73 Q
4+45 0.1714 0.74 QV
4+50 0.1765 0.75 Q
4+55 0.1819 0.78 Q
5+ 0 0.1875 0.81 Q
5+ 5 0.1931 0.82 Q
5+10 0.1985 0.79 Q
5+15 0.2036 0.73 QV
5+20 0.2085 0.71 QV
5+25 0.2134 0.72 QV
5+30 0.2185 0.74 QV

Page 571 of 1299 ends

5+35 0.2238 0.76
5+40 0.2292 0.78
5+45 0.2348 0.82
5+50 0.2406 0.84
5+55 0.2464 0.85
6+ 0 0.2523 0.85
6+ 5 0.2582 0.87
6+10 0.2644 0.89
6+15 0.2707 0.92
6+20 0.2772 0.94
6+25 0.2838 0.95
6+30 0.2904 0.96
6+35 0.2971 0.97
6+40 0.3040 1.00
6+45 0.3111 1.03
6+50 0.3183 1.05
6+55 0.3256 1.06
7+ 0 0.3329 1.07
7+ 5 0.3403 1.07
7+10 0.3477 1.08
7+15 0.3552 1.08
7+20 0.3627 1.09
7+25 0.3704 1.11
7+30 0.3783 1.15
7+35 0.3863 1.17
7+40 0.3946 1.20
7+45 0.4031 1.24
7+50 0.4118 1.27
7+55 0.4208 1.30
8+ 0 0.4300 1.34
8+ 5 0.4395 1.37
8+10 0.4494 1.43
8+15 0.4597 1.50
8+20 0.4703 1.54
8+25 0.4811 1.57
8+30 0.4920 1.58
8+35 0.5031 1.60
8+40 0.5143 1.63
8+45 0.5258 1.67
8+50 0.5375 1.70
8+55 0.5494 1.73
9+ 0 0.5616 1.77
9+ 5 0.5741 1.81
9+10 0.5869 1.87
9+15 0.6003 1.94
9+20 0.6139 1.98
9+25 0.6279 2.03
9+30 0.6422 2.08
9+35 0.6568 2.11
9+40 0.6716 2.15
9+45 0.6868 2.20
9+50 0.7021 2.23
9+55 0.7177 2.27
10+ 0 0.7337 2.31
10+ 5 0.7495 2.30
10+10 0.7644 2.16
10+15 0.7778 1.96
10+20 0.7906 1.86
10+25 0.8030 1.80
10+30 0.8152 1.77
10+35 0.8274 1.77
10+40 0.8402 1.86
Q
QV
QV
QV
QV
QV
QV
QV
QV
QV
Q V
Q V
Q V
Q V
QV
QV
QV
QV
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q
Q
Q
Q
Q
Q
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Q
Q
Q
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V

Page 572 of 1299 ends

10+45 0.8539 2.00
10+50 0.8682 2.07
10+55 0.8826 2.10
11+ 0 0.8973 2.13
11+ 5 0.9121 2.14
11+10 0.9267 2.13
11+15 0.9412 2.11
11+20 0.9557 2.10
11+25 0.9701 2.09
11+30 0.9845 2.09
11+35 0.9987 2.07
11+40 1.0127 2.03
11+45 1.0263 1.97
11+50 1.0396 1.94
11+55 1.0530 1.94
12+ 0 1.0665 1.96
12+ 5 1.0803 2.01
12+10 1.0952 2.16
12+15 1.1116 2.38
12+20 1.1289 2.50
12+25 1.1467 2.59
12+30 1.1650 2.66
12+35 1.1837 2.72
12+40 1.2029 2.79
12+45 1.2227 2.88
12+50 1.2429 2.93
12+55 1.2634 2.98
13+ 0 1.2843 3.03
13+ 5 1.3056 3.09
13+10 1.3278 3.23
13+15 1.3512 3.40
13+20 1.3752 3.49
13+25 1.3996 3.54
13+30 1.4243 3.58
13+35 1.4488 3.55
13+40 1.4717 3.33
13+45 1.4924 3.01
13+50 1.5121 2.86
13+55 1.5312 2.77
14+ 0 1.5499 2.71
14+ 5 1.5684 2.69
14+10 1.5873 2.75
14+15 1.6070 2.85
14+20 1.6269 2.89
14+25 1.6469 2.90
14+30 1.6667 2.88
14+35 1.6865 2.88
14+40 1.7063 2.87
14+45 1.7261 2.87
14+50 1.7458 2.86
14+55 1.7653 2.84
15+ 0 1.7846 2.80
15+ 5 1.8038 2.78
15+10 1.8227 2.75
15+15 1.8413 2.71
15+20 1.8598 2.68
15+25 1.8780 2.64
15+30 1.8959 2.60
15+35 1.9135 2.56
15+40 1.9305 2.46
15+45 1.9465 2.33
15+50 1.9620 2.26
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
Q V
QI V
QI V
QI V

Page 573 of 1299 ends

15+55 1.9773 2.22
16+ 0 1.9924 2.19
16+ 5 2.0068 2.09
16+10 2.0188 1.74
16+15 2.0275 1.26
16+20 2.0345 1.02
16+25 2.0406 0.89
16+30 2.0461 0.79
16+35 2.0509 0.71
16+40 2.0553 0.63
16+45 2.0592 0.56
16+50 2.0627 0.52
16+55 2.0660 0.48
17+ 0 2.0692 0.46
17+ 5 2.0723 0.45
17+10 2.0756 0.47
17+15 2.0791 0.52
17+20 2.0828 0.54
17+25 2.0866 0.54
17+30 2.0904 0.55
17+35 2.0941 0.55
17+40 2.0979 0.55
17+45 2.1017 0.55
17+50 2.1054 0.54
17+55 2.1089 0.51
18+ 0 2.1122 0.48
18+ 5 2.1154 0.47
18+10 2.1185 0.46
18+15 2.1217 0.45
18+20 2.1248 0.45
18+25 2.1278 0.45
18+30 2.1309 0.45
18+35 2.1339 0.44
18+40 2.1368 0.42
18+45 2.1394 0.39
18+50 2.1420 0.36
18+55 2.1442 0.33
19+ 0 2.1463 0.30
19+ 5 2.1482 0.28
19+10 2.1502 0.29
19+15 2.1524 0.31
19+20 2.1546 0.33
19+25 2.1570 0.35
19+30 2.1597 0.38
19+35 2.1624 0.40
19+40 2.1651 0.38
19+45 2.1675 0.36
19+50 2.1699 0.34
19+55 2.1721 0.32
20+ 0 2.1740 0.28
20+ 5 2.1758 0.27
20+10 2.1778 0.28
20+15 2.1798 0.30
20+20 2.1820 0.31
20+25 2.1842 0.32
20+30 2.1864 0.32
20+35 2.1886 0.32
20+40 2.1908 0.32
20+45 2.1931 0.33
20+50 2.1953 0.32
20+55 2.1974 0.30
21+ 0 2.1992 0.27
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
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V
V
V
V
V
V
V
V
V
V
V
V
V
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V
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V
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V
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V
V
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V
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V
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V
V
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V
V
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V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V

Page 574 of 1299 ends

21+ 5 2.2010 0.26 Q
21+10 2.2029 0.27 Q
21+15 2.2049 0.30 Q
21+20 2.2070 0.30 Q
21+25 2.2090 0.29 Q
21+30 2.2108 0.26 Q
21+35 2.2125 0.25 Q
21+40 2.2144 0.27 Q
21+45 2.2164 0.29 Q
21+50 2.2185 0.30 Q
21+55 2.2204 0.28 Q
22+ 0 2.2222 0.26 Q
22+ 5 2.2239 0.25 Q
22+10 2.2258 0.27 Q
22+15 2.2278 0.29 Q
22+20 2.2298 0.30 Q
22+25 2.2318 0.28 Q
22+30 2.2336 0.26 Q
22+35 2.2352 0.24 Q
22+40 2.2369 0.24 Q
22+45 2.2385 0.23 Q
22+50 2.2401 0.23 Q
22+55 2.2417 0.23 Q
23+ 0 2.2432 0.23 Q
23+ 5 2.2448 0.22 Q
23+10 2.2463 0.22 Q
23+15 2.2478 0.22 Q
23+20 2.2494 0.22 Q
23+25 2.2509 0.22 Q
23+30 2.2524 0.22 Q
23+35 2.2540 0.22 Q
23+40 2.2555 0.22 Q
23+45 2.2570 0.22 Q
23+50 2.2585 0.22 Q
23+55 2.2601 0.22 Q
24+ 0 2.2616 0.22 Q
24+ 5 2.2630 0.21 Q
24+10 2.2641 0.16 Q
24+15 2.2648 0.10 Q
24+20 2.2653 0.07 Q
24+25 2.2657 0.05 Q
24+30 2.2660 0.04 Q
24+35 2.2662 0.03 Q
24+40 2.2664 0.03 Q
24+45 2.2666 0.02 Q
24+50 2.2667 0.02 Q
24+55 2.2668 0.02 Q
25+ 0 2.2669 0.01 Q
25+ 5 2.2670 0.01 Q
25+10 2.2670 0.01 Q
25+15 2.2671 0.01 Q
25+20 2.2671 0.01 Q
25+25 2.2672 0.01 Q
25+30 2.2672 0.00 Q
25+35 2.2672 0.00 Q
25+40 2.2672 0.00 Q
25+45 2.2673 0.00 Q
25+50 2.2673 0.00 Q
V
V
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Page 575 of 1299 ends

Unit H y d r o g r a p h Analysis
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 08/26/24 File: da200fex242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6443
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
Fairway Canyon Existing Conditions
DA -200 2yr
Kimley-Horn
Drainage Area = 9.52(Ac.) = 0.015 Sq. Mi.

Drainage Area for Depth -Area Areal Adjustment = 9.52(Ac.) = 0.015 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.190 Hr.

Lag time = 11.40 Min.
25% of lag time = 2.85 Min.
40% of lag time = 4.56 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]

9.52 2.56 24.37
100 YEAR Area rainfall data:

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

9.52 6.25 59.50
STORM EVENT (YEAR) = 2.00
Area Averaged 2 -Year Rainfall = 2.560(In)
Area Averaged 100 -Year Rainfall = 6.250(In)
Point rain (area averaged) = 2.560(In)
Areal adjustment factor = 100.00
Adjusted average point rain = 2.560(In)
Sub -Area Data:

Page 576 of 1299 ends

Area(Ac.) Runoff Index Impervious

9.520 69.00 0.000
Total Area Entered = 9.52(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC -1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

VALLEY 'S' Curve Percentage = 0.00
FOOTHILL 'S' Curve Percentage = 50.00
MOUNTAIN 'S' Curve Percentage = 50.00
DESERT 'S' Curve Percentage = 0.00
Unit Hydrograph Data
Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph
(CFS)
1 0.083 43.860
2 0.167 87.719
3 0.250 131.579
4 0.333 175.439
5 0.417 219.298
6 0.500 263.158
7 0.583 307.018
8 0.667 350.877
9 0.750 394.737
10 0.833 438.596
11 0.917 482.456
12 1.000 526.316
13 1.083 570.175
14 1.167 614.035
15 1.250 657.895
16 1.333 701.754
17 1.417 745.614
18 1.500 789.474
19 1.583 833.333
20 1.667 877.193
21 1.750 921.053
22 1.833 964.912
23 1.917 1008.772

4.957

20.147

28.120

14.114

7.923

5.611

4.109

3.039

2.204

1.573

1.164

1.052

0.854

0.824

0.697

0.620

0.479

0.421

0.395

0.513
Sum = 100.000 Sum=

0.476

1.933

2.698

1.354

0.760

0.538

0.394

0.292

0.211

0.151

0.112

0.101

0.082

0.079

0.067

0.059

0.046

0.040

0.038

0.049

9.594
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 1 Low (In/Hr)
1 0.08 0.07 0.020 ( 1.017) 0.018 0.002
2 0.17 0.07 0.020 ( 1.014) 0.018 0.002
3 0.25 0.07 0.020 ( 1.010) 0.018 0.002

Page 577 of 1299 ends

4 0.33 0.10 0.031 ( 1.006) 0.028 0.003
5 0.42 0.10 0.031 ( 1.002) 0.028 0.003
6 0.50 0.10 0.031 ( 0.998) 0.028 0.003
7 0.58 0.10 0.031 ( 0.994) 0.028 0.003
8 0.67 0.10 0.031 ( 0.990) 0.028 0.003
9 0.75 0.10 0.031 ( 0.986) 0.028 0.003
10 0.83 0.13 0.041 ( 0.982) 0.037 0.004
11 0.92 0.13 0.041 ( 0.978) 0.037 0.004
12 1.00 0.13 0.041 ( 0.975) 0.037 0.004
13 1.08 0.10 0.031 ( 0.971) 0.028 0.003
14 1.17 0.10 0.031 ( 0.967) 0.028 0.003
15 1.25 0.10 0.031 ( 0.963) 0.028 0.003
16 1.33 0.10 0.031 ( 0.959) 0.028 0.003
17 1.42 0.10 0.031 ( 0.955) 0.028 0.003
18 1.50 0.10 0.031 ( 0.952) 0.028 0.003
19 1.58 0.10 0.031 ( 0.948) 0.028 0.003
20 1.67 0.10 0.031 ( 0.944) 0.028 0.003
21 1.75 0.10 0.031 ( 0.940) 0.028 0.003
22 1.83 0.13 0.041 ( 0.936) 0.037 0.004
23 1.92 0.13 0.041 ( 0.933) 0.037 0.004
24 2.00 0.13 0.041 ( 0.929) 0.037 0.004
25 2.08 0.13 0.041 ( 0.925) 0.037 0.004
26 2.17 0.13 0.041 ( 0.921) 0.037 0.004
27 2.25 0.13 0.041 ( 0.918) 0.037 0.004
28 2.33 0.13 0.041 ( 0.914) 0.037 0.004
29 2.42 0.13 0.041 ( 0.910) 0.037 0.004
30 2.50 0.13 0.041 ( 0.906) 0.037 0.004
31 2.58 0.17 0.051 ( 0.903) 0.046 0.005
32 2.67 0.17 0.051 ( 0.899) 0.046 0.005
33 2.75 0.17 0.051 ( 0.895) 0.046 0.005
34 2.83 0.17 0.051 ( 0.892) 0.046 0.005
35 2.92 0.17 0.051 ( 0.888) 0.046 0.005
36 3.00 0.17 0.051 ( 0.884) 0.046 0.005
37 3.08 0.17 0.051 ( 0.881) 0.046 0.005
38 3.17 0.17 0.051 ( 0.877) 0.046 0.005
39 3.25 0.17 0.051 ( 0.873) 0.046 0.005
40 3.33 0.17 0.051 ( 0.870) 0.046 0.005
41 3.42 0.17 0.051 ( 0.866) 0.046 0.005
42 3.50 0.17 0.051 ( 0.862) 0.046 0.005
43 3.58 0.17 0.051 ( 0.859) 0.046 0.005
44 3.67 0.17 0.051 ( 0.855) 0.046 0.005
45 3.75 0.17 0.051 ( 0.852) 0.046 0.005
46 3.83 0.20 0.061 ( 0.848) 0.055 0.006
47 3.92 0.20 0.061 ( 0.844) 0.055 0.006
48 4.00 0.20 0.061 ( 0.841) 0.055 0.006
49 4.08 0.20 0.061 ( 0.837) 0.055 0.006
50 4.17 0.20 0.061 ( 0.834) 0.055 0.006
51 4.25 0.20 0.061 ( 0.830) 0.055 0.006
52 4.33 0.23 0.072 ( 0.827) 0.065 0.007
53 4.42 0.23 0.072 ( 0.823) 0.065 0.007
54 4.50 0.23 0.072 ( 0.820) 0.065 0.007
55 4.58 0.23 0.072 ( 0.816) 0.065 0.007
56 4.67 0.23 0.072 ( 0.813) 0.065 0.007
57 4.75 0.23 0.072 ( 0.809) 0.065 0.007
58 4.83 0.27 0.082 ( 0.806) 0.074 0.008
59 4.92 0.27 0.082 ( 0.802) 0.074 0.008
60 5.00 0.27 0.082 ( 0.799) 0.074 0.008
61 5.08 0.20 0.061 ( 0.795) 0.055 0.006
62 5.17 0.20 0.061 ( 0.792) 0.055 0.006
63 5.25 0.20 0.061 ( 0.788) 0.055 0.006
64 5.33 0.23 0.072 ( 0.785) 0.065 0.007
65 5.42 0.23 0.072 ( 0.781) 0.065 0.007

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66 5.50 0.23 0.072 ( 0.778) 0.065 0.007
67 5.58 0.27 0.082 ( 0.775) 0.074 0.008
68 5.67 0.27 0.082 ( 0.771) 0.074 0.008
69 5.75 0.27 0.082 ( 0.768) 0.074 0.008
70 5.83 0.27 0.082 ( 0.764) 0.074 0.008
71 5.92 0.27 0.082 ( 0.761) 0.074 0.008
72 6.00 0.27 0.082 ( 0.758) 0.074 0.008
73 6.08 0.30 0.092 ( 0.754) 0.083 0.009
74 6.17 0.30 0.092 ( 0.751) 0.083 0.009
75 6.25 0.30 0.092 ( 0.748) 0.083 0.009
76 6.33 0.30 0.092 ( 0.744) 0.083 0.009
77 6.42 0.30 0.092 ( 0.741) 0.083 0.009
78 6.50 0.30 0.092 ( 0.738) 0.083 0.009
79 6.58 0.33 0.102 ( 0.734) 0.092 0.010
80 6.67 0.33 0.102 ( 0.731) 0.092 0.010
81 6.75 0.33 0.102 ( 0.728) 0.092 0.010
82 6.83 0.33 0.102 ( 0.724) 0.092 0.010
83 6.92 0.33 0.102 ( 0.721) 0.092 0.010
84 7.00 0.33 0.102 ( 0.718) 0.092 0.010
85 7.08 0.33 0.102 ( 0.715) 0.092 0.010
86 7.17 0.33 0.102 ( 0.711) 0.092 0.010
87 7.25 0.33 0.102 ( 0.708) 0.092 0.010
88 7.33 0.37 0.113 ( 0.705) 0.101 0.011
89 7.42 0.37 0.113 ( 0.702) 0.101 0.011
90 7.50 0.37 0.113 ( 0.698) 0.101 0.011
91 7.58 0.40 0.123 ( 0.695) 0.111 0.012
92 7.67 0.40 0.123 ( 0.692) 0.111 0.012
93 7.75 0.40 0.123 ( 0.689) 0.111 0.012
94 7.83 0.43 0.133 ( 0.686) 0.120 0.013
95 7.92 0.43 0.133 ( 0.682) 0.120 0.013
96 8.00 0.43 0.133 ( 0.679) 0.120 0.013
97 8.08 0.50 0.154 ( 0.676) 0.138 0.015
98 8.17 0.50 0.154 ( 0.673) 0.138 0.015
99 8.25 0.50 0.154 ( 0.670) 0.138 0.015
100 8.33 0.50 0.154 ( 0.667) 0.138 0.015
101 8.42 0.50 0.154 ( 0.664) 0.138 0.015
102 8.50 0.50 0.154 ( 0.660) 0.138 0.015
103 8.58 0.53 0.164 ( 0.657) 0.147 0.016
104 8.67 0.53 0.164 ( 0.654) 0.147 0.016
105 8.75 0.53 0.164 ( 0.651) 0.147 0.016
106 8.83 0.57 0.174 ( 0.648) 0.157 0.017
107 8.92 0.57 0.174 ( 0.645) 0.157 0.017
108 9.00 0.57 0.174 ( 0.642) 0.157 0.017
109 9.08 0.63 0.195 ( 0.639) 0.175 0.019
110 9.17 0.63 0.195 ( 0.636) 0.175 0.019
111 9.25 0.63 0.195 ( 0.633) 0.175 0.019
112 9.33 0.67 0.205 ( 0.630) 0.184 0.020
113 9.42 0.67 0.205 ( 0.627) 0.184 0.020
114 9.50 0.67 0.205 ( 0.624) 0.184 0.020
115 9.58 0.70 0.215 ( 0.621) 0.194 0.022
116 9.67 0.70 0.215 ( 0.618) 0.194 0.022
117 9.75 0.70 0.215 ( 0.615) 0.194 0.022
118 9.83 0.73 0.225 ( 0.612) 0.203 0.023
119 9.92 0.73 0.225 ( 0.609) 0.203 0.023
120 10.00 0.73 0.225 ( 0.606) 0.203 0.023
121 10.08 0.50 0.154 ( 0.603) 0.138 0.015
122 10.17 0.50 0.154 ( 0.600) 0.138 0.015
123 10.25 0.50 0.154 ( 0.597) 0.138 0.015
124 10.33 0.50 0.154 ( 0.594) 0.138 0.015
125 10.42 0.50 0.154 ( 0.592) 0.138 0.015
126 10.50 0.50 0.154 ( 0.589) 0.138 0.015
127 10.58 0.67 0.205 ( 0.586) 0.184 0.020

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128 10.67 0.67 0.205 ( 0.583) 0.184 0.020
129 10.75 0.67 0.205 ( 0.580) 0.184 0.020
130 10.83 0.67 0.205 ( 0.577) 0.184 0.020
131 10.92 0.67 0.205 ( 0.574) 0.184 0.020
132 11.00 0.67 0.205 ( 0.572) 0.184 0.020
133 11.08 0.63 0.195 ( 0.569) 0.175 0.019
134 11.17 0.63 0.195 ( 0.566) 0.175 0.019
135 11.25 0.63 0.195 ( 0.563) 0.175 0.019
136 11.33 0.63 0.195 ( 0.560) 0.175 0.019
137 11.42 0.63 0.195 ( 0.558) 0.175 0.019
138 11.50 0.63 0.195 ( 0.555) 0.175 0.019
139 11.58 0.57 0.174 ( 0.552) 0.157 0.017
140 11.67 0.57 0.174 ( 0.549) 0.157 0.017
141 11.75 0.57 0.174 ( 0.547) 0.157 0.017
142 11.83 0.60 0.184 ( 0.544) 0.166 0.018
143 11.92 0.60 0.184 ( 0.541) 0.166 0.018
144 12.00 0.60 0.184 ( 0.538) 0.166 0.018
145 12.08 0.83 0.256 ( 0.536) 0.230 0.026
146 12.17 0.83 0.256 ( 0.533) 0.230 0.026
147 12.25 0.83 0.256 ( 0.530) 0.230 0.026
148 12.33 0.87 0.266 ( 0.528) 0.240 0.027
149 12.42 0.87 0.266 ( 0.525) 0.240 0.027
150 12.50 0.87 0.266 ( 0.522) 0.240 0.027
151 12.58 0.93 0.287 ( 0.520) 0.258 0.029
152 12.67 0.93 0.287 ( 0.517) 0.258 0.029
153 12.75 0.93 0.287 ( 0.515) 0.258 0.029
154 12.83 0.97 0.297 ( 0.512) 0.267 0.030
155 12.92 0.97 0.297 ( 0.509) 0.267 0.030
156 13.00 0.97 0.297 ( 0.507) 0.267 0.030
157 13.08 1.13 0.348 ( 0.504) 0.313 0.035
158 13.17 1.13 0.348 ( 0.502) 0.313 0.035
159 13.25 1.13 0.348 ( 0.499) 0.313 0.035
160 13.33 1.13 0.348 ( 0.497) 0.313 0.035
161 13.42 1.13 0.348 ( 0.494) 0.313 0.035
162 13.50 1.13 0.348 ( 0.492) 0.313 0.035
163 13.58 0.77 0.236 ( 0.489) 0.212 0.024
164 13.67 0.77 0.236 ( 0.487) 0.212 0.024
165 13.75 0.77 0.236 ( 0.484) 0.212 0.024
166 13.83 0.77 0.236 ( 0.482) 0.212 0.024
167 13.92 0.77 0.236 ( 0.479) 0.212 0.024
168 14.00 0.77 0.236 ( 0.477) 0.212 0.024
169 14.08 0.90 0.276 ( 0.474) 0.249 0.028
170 14.17 0.90 0.276 ( 0.472) 0.249 0.028
171 14.25 0.90 0.276 ( 0.469) 0.249 0.028
172 14.33 0.87 0.266 ( 0.467) 0.240 0.027
173 14.42 0.87 0.266 ( 0.465) 0.240 0.027
174 14.50 0.87 0.266 ( 0.462) 0.240 0.027
175 14.58 0.87 0.266 ( 0.460) 0.240 0.027
176 14.67 0.87 0.266 ( 0.458) 0.240 0.027
177 14.75 0.87 0.266 ( 0.455) 0.240 0.027
178 14.83 0.83 0.256 ( 0.453) 0.230 0.026
179 14.92 0.83 0.256 ( 0.451) 0.230 0.026
180 15.00 0.83 0.256 ( 0.448) 0.230 0.026
181 15.08 0.80 0.246 ( 0.446) 0.221 0.025
182 15.17 0.80 0.246 ( 0.444) 0.221 0.025
183 15.25 0.80 0.246 ( 0.441) 0.221 0.025
184 15.33 0.77 0.236 ( 0.439) 0.212 0.024
185 15.42 0.77 0.236 ( 0.437) 0.212 0.024
186 15.50 0.77 0.236 ( 0.435) 0.212 0.024
187 15.58 0.63 0.195 ( 0.432) 0.175 0.019
188 15.67 0.63 0.195 ( 0.430) 0.175 0.019
189 15.75 0.63 0.195 ( 0.428) 0.175 0.019

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Page 581 of 1299 ends

252 21.00 0.07 0.020 ( 0.317) 0.018 0.002
253 21.08 0.10 0.031 ( 0.316) 0.028 0.003
254 21.17 0.10 0.031 ( 0.314) 0.028 0.003
255 21.25 0.10 0.031 ( 0.313) 0.028 0.003
256 21.33 0.07 0.020 ( 0.312) 0.018 0.002
257 21.42 0.07 0.020 ( 0.311) 0.018 0.002
258 21.50 0.07 0.020 ( 0.310) 0.018 0.002
259 21.58 0.10 0.031 ( 0.308) 0.028 0.003
260 21.67 0.10 0.031 ( 0.307) 0.028 0.003
261 21.75 0.10 0.031 ( 0.306) 0.028 0.003
262 21.83 0.07 0.020 ( 0.305) 0.018 0.002
263 21.92 0.07 0.020 ( 0.304) 0.018 0.002
264 22.00 0.07 0.020 ( 0.303) 0.018 0.002
265 22.08 0.10 0.031 ( 0.302) 0.028 0.003
266 22.17 0.10 0.031 ( 0.301) 0.028 0.003
267 22.25 0.10 0.031 ( 0.300) 0.028 0.003
268 22.33 0.07 0.020 ( 0.299) 0.018 0.002
269 22.42 0.07 0.020 ( 0.298) 0.018 0.002
270 22.50 0.07 0.020 ( 0.297) 0.018 0.002
271 22.58 0.07 0.020 ( 0.297) 0.018 0.002
272 22.67 0.07 0.020 ( 0.296) 0.018 0.002
273 22.75 0.07 0.020 ( 0.295) 0.018 0.002
274 22.83 0.07 0.020 ( 0.294) 0.018 0.002
275 22.92 0.07 0.020 ( 0.293) 0.018 0.002
276 23.00 0.07 0.020 ( 0.293) 0.018 0.002
277 23.08 0.07 0.020 ( 0.292) 0.018 0.002
278 23.17 0.07 0.020 ( 0.291) 0.018 0.002
279 23.25 0.07 0.020 ( 0.291) 0.018 0.002
280 23.33 0.07 0.020 ( 0.290) 0.018 0.002
281 23.42 0.07 0.020 ( 0.290) 0.018 0.002
282 23.50 0.07 0.020 ( 0.289) 0.018 0.002
283 23.58 0.07 0.020 ( 0.289) 0.018 0.002
284 23.67 0.07 0.020 ( 0.288) 0.018 0.002
285 23.75 0.07 0.020 ( 0.288) 0.018 0.002
286 23.83 0.07 0.020 ( 0.287) 0.018 0.002
287 23.92 0.07 0.020 ( 0.287) 0.018 0.002
288 24.00 0.07 0.020 ( 0.287) 0.018 0.002
(Loss Rate Not Used)
Sum = 100.0 Sum = 3.1
Flood volume = Effective rainfall 0.26(In)
times area 9.5(Ac.)/[(In)/(Ft.)] = 0.2(Ac.Ft)
Total soil loss = 2.30(In)
Total soil loss = 1.828(Ac.Ft)
Total rainfall = 2.56(In)
Flood volume = 8846.6 Cubic Feet
Total soil loss = 79619.2 Cubic Feet
Peak flow rate of this hydrograph = 0.321(CFS)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R STORM
R u n o f f Hydrograph
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 0.0000 0.00 Q
0+15 0.0001 0.01 Q
0+20 0.0002 0.01 Q

Page 582 of 1299 ends

0+25 0.0003 0.02 Q
0+30 0.0005 0.02 Q
0+35 0.0006 0.02 Q
0+40 0.0008 0.02 Q
0+45 0.0010 0.03 Q
0+50 0.0012 0.03 Q
0+55 0.0014 0.03 Q
1+ 0 0.0016 0.03 Q
1+ 5 0.0018 0.03 Q
1+10 0.0021 0.03 Q
1+15 0.0023 0.03 Q
1+20 0.0025 0.03 Q
1+25 0.0027 0.03 Q
1+30 0.0029 0.03 Q
1+35 0.0031 0.03 Q
1+40 0.0033 0.03 Q
1+45 0.0035 0.03 Q
1+50 0.0037 0.03 Q
1+55 0.0039 0.03 Q
2+ 0 0.0042 0.03 Q
2+ 5 0.0044 0.04 Q
2+10 0.0047 0.04 Q
2+15 0.0049 0.04 Q
2+20 0.0052 0.04 QV
2+25 0.0054 0.04 QV
2+30 0.0057 0.04 QV
2+35 0.0060 0.04 QV
2+40 0.0063 0.04 QV
2+45 0.0066 0.04 QV
2+50 0.0069 0.05 QV
2+55 0.0072 0.05 QV
3+ 0 0.0075 0.05 QV
3+ 5 0.0078 0.05 QV
3+10 0.0082 0.05 QV
3+15 0.0085 0.05 QV
3+20 0.0088 0.05 QV
3+25 0.0092 0.05 QV
3+30 0.0095 0.05 QV
3+35 0.0098 0.05 QV
3+40 0.0102 0.05 Q V
3+45 0.0105 0.05 Q V
3+50 0.0109 0.05 Q V
3+55 0.0112 0.05 Q V
4+ 0 0.0116 0.05 Q V
4+ 5 0.0120 0.06 Q V
4+10 0.0124 0.06 Q V
4+15 0.0127 0.06 Q V
4+20 0.0131 0.06 Q V
4+25 0.0136 0.06 Q V
4+30 0.0140 0.06 Q V
4+35 0.0144 0.06 Q V
4+40 0.0149 0.07 Q V
4+45 0.0153 0.07 Q V
4+50 0.0158 0.07 Q V
4+55 0.0163 0.07 Q V
5+ 0 0.0168 0.07 Q V
5+ 5 0.0173 0.07 Q V
5+10 0.0178 0.07 Q V
5+15 0.0182 0.07 Q V
5+20 0.0187 0.06 Q V
5+25 0.0191 0.06 Q V
5+30 0.0196 0.07 Q V

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5+35 0.0200 0.07 Q V
5+40 0.0205 0.07 Q V
5+45 0.0210 0.07 Q V
5+50 0.0215 0.07 Q V
5+55 0.0221 0.08 Q V
6+ 0 0.0226 0.08 Q V
6+ 5 0.0231 0.08 Q V
6+10 0.0237 0.08 Q V
6+15 0.0243 0.08 Q V
6+20 0.0248 0.08 Q V
6+25 0.0254 0.09 Q V
6+30 0.0260 0.09 Q V
6+35 0.0266 0.09 Q V
6+40 0.0272 0.09 Q V
6+45 0.0279 0.09 Q V
6+50 0.0285 0.09 Q V
6+55 0.0292 0.09 Q V
7+ 0 0.0298 0.10 Q V
7+ 5 0.0305 0.10 Q V
7+10 0.0311 0.10 Q V
7+15 0.0318 0.10 Q V
7+20 0.0325 0.10 Q V
7+25 0.0332 0.10 Q V
7+30 0.0339 0.10 Q V
7+35 0.0346 0.10 Q V
7+40 0.0353 0.11 Q V
7+45 0.0361 0.11 Q V
7+50 0.0369 0.11 Q V
7+55 0.0377 0.12 Q V
8+ 0 0.0385 0.12 Q V
8+ 5 0.0394 0.12 Q V
8+10 0.0403 0.13 Q V
8+15 0.0412 0.13 Q V
8+20 0.0421 0.14 Q V
8+25 0.0431 0.14 Q V
8+30 0.0441 0.14 Q V
8+35 0.0451 0.14 Q V
8+40 0.0461 0.15 Q V
8+45 0.0471 0.15 Q V
8+50 0.0481 0.15 Q V
8+55 0.0492 0.16 Q V
9+ 0 0.0503 0.16 Q V
9+ 5 0.0514 0.16 Q V
9+10 0.0526 0.17 Q V
9+15 0.0538 0.17 Q V
9+20 0.0550 0.18 Q V
9+25 0.0562 0.18 Q V
9+30 0.0575 0.19 Q V
9+35 0.0588 0.19 Q V
9+40 0.0602 0.19 Q V
9+45 0.0615 0.20 Q V
9+50 0.0629 0.20 Q V
9+55 0.0643 0.20 Q V
10+ 0 0.0657 0.21 Q V
10+ 5 0.0671 0.21 Q V
10+10 0.0685 0.19 Q V
10+15 0.0697 0.18 Q V
10+20 0.0708 0.17 Q V
10+25 0.0719 0.16 Q V
10+30 0.0730 0.16 Q V
10+35 0.0741 0.16 Q V
10+40 0.0753 0.17 Q V

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10+45 0.0765 0.18 Q
10+50 0.0778 0.19 Q
10+55 0.0791 0.19 Q
11+ 0 0.0804 0.19 Q
11+ 5 0.0817 0.19 Q
11+10 0.0830 0.19 Q
11+15 0.0843 0.19 Q
11+20 0.0856 0.19 Q
11+25 0.0869 0.19 Q
11+30 0.0882 0.19 Q
11+35 0.0895 0.19 Q
11+40 0.0907 0.18 Q
11+45 0.0919 0.18 Q
11+50 0.0931 0.17 Q
11+55 0.0943 0.17 Q
12+ 0 0.0955 0.18 Q
12+ 5 0.0968 0.18 Q
12+10 0.0981 0.19 Q
12+15 0.0996 0.21 Q
12+20 0.1011 0.22 Q
12+25 0.1027 0.23 Q
12+30 0.1044 0.24 Q
12+35 0.1060 0.24 Q
12+40 0.1078 0.25 Q
12+45 0.1095 0.26 Q
12+50 0.1113 0.26 Q
12+55 0.1132 0.27 Q
13+ 0 0.1150 0.27 Q
13+ 5 0.1169 0.28 Q
13+10 0.1189 0.29 Q
13+15 0.1210 0.30 Q
13+20 0.1232 0.31 Q
13+25 0.1254 0.32 Q
13+30 0.1276 0.32 Q
13+35 0.1298 0.32 Q
13+40 0.1318 0.30 Q
13+45 0.1337 0.27 Q
13+50 0.1354 0.26 Q
13+55 0.1372 0.25 Q
14+ 0 0.1388 0.24 Q
14+ 5 0.1405 0.24 Q
14+10 0.1422 0.25 Q
14+15 0.1439 0.26 Q
14+20 0.1457 0.26 Q
14+25 0.1475 0.26 Q
14+30 0.1493 0.26 Q
14+35 0.1511 0.26 Q
14+40 0.1528 0.26 Q
14+45 0.1546 0.26 Q
14+50 0.1564 0.26 Q
14+55 0.1581 0.25 Q
15+ 0 0.1599 0.25 Q
15+ 5 0.1616 0.25 Q
15+10 0.1633 0.25 Q
15+15 0.1649 0.24 Q
15+20 0.1666 0.24 Q
15+25 0.1682 0.24 Q
15+30 0.1698 0.23 Q
15+35 0.1714 0.23 Q
15+40 0.1729 0.22 Q
15+45 0.1744 0.21 Q
15+50 0.1757 0.20 Q
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
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V
V
V
V
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15+55 0.1771 0.20 Q
16+ 0 0.1785 0.20 Q
16+ 5 0.1798 0.19 Q
16+10 0.1808 0.16 Q
16+15 0.1816 0.11 Q
16+20 0.1822 0.09 Q
16+25 0.1828 0.08 Q
16+30 0.1833 0.07 Q
16+35 0.1837 0.06 Q
16+40 0.1841 0.06 Q
16+45 0.1844 0.05 Q
16+50 0.1848 0.05 Q
16+55 0.1851 0.04 Q
17+ 0 0.1853 0.04 Q
17+ 5 0.1856 0.04 Q
17+10 0.1859 0.04 Q
17+15 0.1862 0.05 Q
17+20 0.1866 0.05 Q
17+25 0.1869 0.05 Q
17+30 0.1872 0.05 Q
17+35 0.1876 0.05 Q
17+40 0.1879 0.05 Q
17+45 0.1883 0.05 Q
17+50 0.1886 0.05 Q
17+55 0.1889 0.05 Q
18+ 0 0.1892 0.04 Q
18+ 5 0.1895 0.04 Q
18+10 0.1898 0.04 Q
18+15 0.1900 0.04 Q
18+20 0.1903 0.04 Q
18+25 0.1906 0.04 Q
18+30 0.1909 0.04 Q
18+35 0.1911 0.04 Q
18+40 0.1914 0.04 Q
18+45 0.1916 0.03 Q
18+50 0.1919 0.03 Q
18+55 0.1921 0.03 Q
19+ 0 0.1923 0.03 Q
19+ 5 0.1924 0.03 Q
19+10 0.1926 0.03 Q
19+15 0.1928 0.03 Q
19+20 0.1930 0.03 Q
19+25 0.1932 0.03 Q
19+30 0.1935 0.03 Q
19+35 0.1937 0.04 Q
19+40 0.1939 0.03 Q
19+45 0.1942 0.03 Q
19+50 0.1944 0.03 Q
19+55 0.1946 0.03 Q
20+ 0 0.1947 0.03 Q
20+ 5 0.1949 0.02 Q
20+10 0.1951 0.02 Q
20+15 0.1953 0.03 Q
20+20 0.1955 0.03 Q
20+25 0.1956 0.03 Q
20+30 0.1958 0.03 Q
20+35 0.1960 0.03 Q
20+40 0.1962 0.03 Q
20+45 0.1964 0.03 Q
20+50 0.1966 0.03 Q
20+55 0.1968 0.03 Q
21+ 0 0.1970 0.02 Q
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
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V
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V
V
V
V
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V
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V
V
V
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V
V
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V
V
V
V
V
V
V

Page 586 of 1299 ends

21+ 5 0.1972 0.02 Q
21+10 0.1973 0.02 Q
21+15 0.1975 0.03 Q
21+20 0.1977 0.03 Q
21+25 0.1979 0.03 Q
21+30 0.1980 0.02 Q
21+35 0.1982 0.02 Q
21+40 0.1984 0.02 Q
21+45 0.1985 0.03 Q
21+50 0.1987 0.03 Q
21+55 0.1989 0.03 Q
22+ 0 0.1991 0.02 Q
22+ 5 0.1992 0.02 Q
22+10 0.1994 0.02 Q
22+15 0.1996 0.03 Q
22+20 0.1997 0.03 Q
22+25 0.1999 0.03 Q
22+30 0.2001 0.02 Q
22+35 0.2002 0.02 Q
22+40 0.2004 0.02 Q
22+45 0.2005 0.02 Q
22+50 0.2007 0.02 Q
22+55 0.2008 0.02 Q
23+ 0 0.2009 0.02 Q
23+ 5 0.2011 0.02 Q
23+10 0.2012 0.02 Q
23+15 0.2014 0.02 Q
23+20 0.2015 0.02 Q
23+25 0.2016 0.02 Q
23+30 0.2018 0.02 Q
23+35 0.2019 0.02 Q
23+40 0.2020 0.02 Q
23+45 0.2022 0.02 Q
23+50 0.2023 0.02 Q
23+55 0.2024 0.02 Q
24+ 0 0.2026 0.02 Q
24+ 5 0.2027 0.02 Q
24+10 0.2028 0.01 Q
24+15 0.2029 0.01 Q
24+20 0.2029 0.01 Q
24+25 0.2030 0.00 Q
24+30 0.2030 0.00 Q
24+35 0.2030 0.00 Q
24+40 0.2030 0.00 Q
24+45 0.2030 0.00 Q
24+50 0.2030 0.00 Q
24+55 0.2030 0.00 Q
25+ 0 0.2031 0.00 Q
25+ 5 0.2031 0.00 Q
25+10 0.2031 0.00 Q
25+15 0.2031 0.00 Q
25+20 0.2031 0.00 Q
25+25 0.2031 0.00 Q
25+30 0.2031 0.00 Q
25+35 0.2031 0.00 Q
25+40 0.2031 0.00 Q
25+45 0.2031 0.00 Q
25+50 0.2031 0.00 Q
V
V
V
V
V
V
V
V
V
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Page 587 of 1299 ends

Unit H y d r o g r a p h Analysis
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 07/12/24 File: FCDP242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6443
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format

FAIRWAY CANYON
PROPOSED 2 YR

DMA D (OFFSITE)

KIMLEY-HORN
Drainage Area = 58.76(Ac.) = 0.092 Sq. Mi.

Drainage Area for Depth -Area Areal Adjustment = 58.76(Ac.) = 0.092 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.154 Hr.

Lag time = 9.24 Min.
25% of lag time = 2.31 Min.
40% of lag time = 3.70 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]

58.76 2.56 150.43
100 YEAR Area rainfall data:

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

58.76 6.25 367.25
STORM EVENT (YEAR) = 2.00
Area Averaged 2 -Year Rainfall =
Area Averaged 100 -Year Rainfall =

2.560(In)

6.250(In)
Point rain (area averaged) = 2.560(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 2.560(In)
Sub -Area Data:

Area(Ac.) Runoff Index Impervious %

58.760 56.00 0.700
Total Area Entered = 58.76(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC -1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

Page 588 of 1299 ends

6.892

28.539

27.239

11.308

7.104

4.847

3.303

2.222

1.490

1.264

1.037

0.938

0.783

0.588

0.507

0.487

0.477
Sum = 100.000 Sum=

4.081

16.900

16.130

6.696

4.207

2.871

1.956

1.316

0.882

0.749

0.614

0.556

0.464

0.348

0.300

0.288

0.283

59.219
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
(Hr.) Percent (In/Hr)
1 0.08 0.07 0.020
2 0.17 0.07 0.020
3 0.25 0.07 0.020
4 0.33 0.10 0.031
5 0.42 0.10 0.031
6 0.50 0.10 0.031
7 0.58 0.10 0.031
8 0.67 0.10 0.031
9 0.75 0.10 0.031
10 0.83 0.13 0.041
11 0.92 0.13 0.041
12 1.00 0.13 0.041
13 1.08 0.10 0.031
14 1.17 0.10 0.031
15 1.25 0.10 0.031
16 1.33 0.10 0.031
17 1.42 0.10 0.031
18 1.50 0.10 0.031
19 1.58 0.10 0.031
20 1.67 0.10 0.031
21 1.75 0.10 0.031
Loss rate(In./Hr) Effective
Max 1 Low (In/Hr)

0.463) 0.007 0.014

0.461) 0.007 0.014

0.459) 0.007 0.014

0.458) 0.010 0.020

0.456) 0.010 0.020

0.454) 0.010 0.020

0.452) 0.010 0.020

0.451) 0.010 0.020

0.449) 0.010 0.020

0.447) 0.014 0.027

0.445) 0.014 0.027

0.444) 0.014 0.027

0.442) 0.010 0.020

0.440) 0.010 0.020

0.438) 0.010 0.020

0.437) 0.010 0.020

0.435) 0.010 0.020

0.433) 0.010 0.020

0.431) 0.010 0.020

0.430) 0.010 0.020

0.428) 0.010 0.020

Page 589 of 1299 ends

22 1.83 0.13 0.041 ( 0.426) 0.014 0.027
23 1.92 0.13 0.041 ( 0.424) 0.014 0.027
24 2.00 0.13 0.041 ( 0.423) 0.014 0.027
25 2.08 0.13 0.041 ( 0.421) 0.014 0.027
26 2.17 0.13 0.041 ( 0.419) 0.014 0.027
27 2.25 0.13 0.041 ( 0.418) 0.014 0.027
28 2.33 0.13 0.041 ( 0.416) 0.014 0.027
29 2.42 0.13 0.041 ( 0.414) 0.014 0.027
30 2.50 0.13 0.041 ( 0.413) 0.014 0.027
31 2.58 0.17 0.051 ( 0.411) 0.017 0.034
32 2.67 0.17 0.051 ( 0.409) 0.017 0.034
33 2.75 0.17 0.051 ( 0.408) 0.017 0.034
34 2.83 0.17 0.051 ( 0.406) 0.017 0.034
35 2.92 0.17 0.051 ( 0.404) 0.017 0.034
36 3.00 0.17 0.051 ( 0.402) 0.017 0.034
37 3.08 0.17 0.051 ( 0.401) 0.017 0.034
38 3.17 0.17 0.051 ( 0.399) 0.017 0.034
39 3.25 0.17 0.051 ( 0.397) 0.017 0.034
40 3.33 0.17 0.051 ( 0.396) 0.017 0.034
41 3.42 0.17 0.051 ( 0.394) 0.017 0.034
42 3.50 0.17 0.051 ( 0.393) 0.017 0.034
43 3.58 0.17 0.051 ( 0.391) 0.017 0.034
44 3.67 0.17 0.051 ( 0.389) 0.017 0.034
45 3.75 0.17 0.051 ( 0.388) 0.017 0.034
46 3.83 0.20 0.061 ( 0.386) 0.021 0.041
47 3.92 0.20 0.061 ( 0.384) 0.021 0.041
48 4.00 0.20 0.061 ( 0.383) 0.021 0.041
49 4.08 0.20 0.061 ( 0.381) 0.021 0.041
50 4.17 0.20 0.061 ( 0.379) 0.021 0.041
51 4.25 0.20 0.061 ( 0.378) 0.021 0.041
52 4.33 0.23 0.072 ( 0.376) 0.024 0.047
53 4.42 0.23 0.072 ( 0.375) 0.024 0.047
54 4.50 0.23 0.072 ( 0.373) 0.024 0.047
55 4.58 0.23 0.072 ( 0.371) 0.024 0.047
56 4.67 0.23 0.072 ( 0.370) 0.024 0.047
57 4.75 0.23 0.072 ( 0.368) 0.024 0.047
58 4.83 0.27 0.082 ( 0.367) 0.028 0.054
59 4.92 0.27 0.082 ( 0.365) 0.028 0.054
60 5.00 0.27 0.082 ( 0.363) 0.028 0.054
61 5.08 0.20 0.061 ( 0.362) 0.021 0.041
62 5.17 0.20 0.061 ( 0.360) 0.021 0.041
63 5.25 0.20 0.061 ( 0.359) 0.021 0.041
64 5.33 0.23 0.072 ( 0.357) 0.024 0.047
65 5.42 0.23 0.072 ( 0.356) 0.024 0.047
66 5.50 0.23 0.072 ( 0.354) 0.024 0.047
67 5.58 0.27 0.082 ( 0.353) 0.028 0.054
68 5.67 0.27 0.082 ( 0.351) 0.028 0.054
69 5.75 0.27 0.082 ( 0.349) 0.028 0.054
70 5.83 0.27 0.082 ( 0.348) 0.028 0.054
71 5.92 0.27 0.082 ( 0.346) 0.028 0.054
72 6.00 0.27 0.082 ( 0.345) 0.028 0.054
73 6.08 0.30 0.092 ( 0.343) 0.031 0.061
74 6.17 0.30 0.092 ( 0.342) 0.031 0.061
75 6.25 0.30 0.092 ( 0.340) 0.031 0.061
76 6.33 0.30 0.092 ( 0.339) 0.031 0.061
77 6.42 0.30 0.092 ( 0.337) 0.031 0.061
78 6.50 0.30 0.092 ( 0.336) 0.031 0.061
79 6.58 0.33 0.102 ( 0.334) 0.035 0.068
80 6.67 0.33 0.102 ( 0.333) 0.035 0.068
81 6.75 0.33 0.102 ( 0.331) 0.035 0.068
82 6.83 0.33 0.102 ( 0.330) 0.035 0.068
83 6.92 0.33 0.102 ( 0.328) 0.035 0.068
84 7.00 0.33 0.102 ( 0.327) 0.035 0.068
85 7.08 0.33 0.102 ( 0.325) 0.035 0.068
86 7.17 0.33 0.102 ( 0.324) 0.035 0.068
87 7.25 0.33 0.102 ( 0.322) 0.035 0.068
88 7.33 0.37 0.113 ( 0.321) 0.038 0.074
89 7.42 0.37 0.113 ( 0.319) 0.038 0.074
90 7.50 0.37 0.113 ( 0.318) 0.038 0.074

Page 590 of 1299 ends

91 7.58 0.40 0.123 ( 0.316) 0.042 0.081
92 7.67 0.40 0.123 ( 0.315) 0.042 0.081
93 7.75 0.40 0.123 ( 0.313) 0.042 0.081
94 7.83 0.43 0.133 ( 0.312) 0.045 0.088
95 7.92 0.43 0.133 ( 0.311) 0.045 0.088
96 8.00 0.43 0.133 ( 0.309) 0.045 0.088
97 8.08 0.50 0.154 ( 0.308) 0.052 0.101
98 8.17 0.50 0.154 ( 0.306) 0.052 0.101
99 8.25 0.50 0.154 ( 0.305) 0.052 0.101
100 8.33 0.50 0.154 ( 0.303) 0.052 0.101
101 8.42 0.50 0.154 ( 0.302) 0.052 0.101
102 8.50 0.50 0.154 ( 0.301) 0.052 0.101
103 8.58 0.53 0.164 ( 0.299) 0.056 0.108
104 8.67 0.53 0.164 ( 0.298) 0.056 0.108
105 8.75 0.53 0.164 ( 0.296) 0.056 0.108
106 8.83 0.57 0.174 ( 0.295) 0.059 0.115
107 8.92 0.57 0.174 ( 0.294) 0.059 0.115
108 9.00 0.57 0.174 ( 0.292) 0.059 0.115
109 9.08 0.63 0.195 ( 0.291) 0.066 0.128
110 9.17 0.63 0.195 ( 0.289) 0.066 0.128
111 9.25 0.63 0.195 ( 0.288) 0.066 0.128
112 9.33 0.67 0.205 ( 0.287) 0.070 0.135
113 9.42 0.67 0.205 ( 0.285) 0.070 0.135
114 9.50 0.67 0.205 ( 0.284) 0.070 0.135
115 9.58 0.70 0.215 ( 0.283) 0.073 0.142
116 9.67 0.70 0.215 ( 0.281) 0.073 0.142
117 9.75 0.70 0.215 ( 0.280) 0.073 0.142
118 9.83 0.73 0.225 ( 0.279) 0.077 0.149
119 9.92 0.73 0.225 ( 0.277) 0.077 0.149
120 10.00 0.73 0.225 ( 0.276) 0.077 0.149
121 10.08 0.50 0.154 ( 0.275) 0.052 0.101
122 10.17 0.50 0.154 ( 0.273) 0.052 0.101
123 10.25 0.50 0.154 ( 0.272) 0.052 0.101
124 10.33 0.50 0.154 ( 0.271) 0.052 0.101
125 10.42 0.50 0.154 ( 0.269) 0.052 0.101
126 10.50 0.50 0.154 ( 0.268) 0.052 0.101
127 10.58 0.67 0.205 ( 0.267) 0.070 0.135
128 10.67 0.67 0.205 ( 0.265) 0.070 0.135
129 10.75 0.67 0.205 ( 0.264) 0.070 0.135
130 10.83 0.67 0.205 ( 0.263) 0.070 0.135
131 10.92 0.67 0.205 ( 0.261) 0.070 0.135
132 11.00 0.67 0.205 ( 0.260) 0.070 0.135
133 11.08 0.63 0.195 ( 0.259) 0.066 0.128
134 11.17 0.63 0.195 ( 0.258) 0.066 0.128
135 11.25 0.63 0.195 ( 0.256) 0.066 0.128
136 11.33 0.63 0.195 ( 0.255) 0.066 0.128
137 11.42 0.63 0.195 ( 0.254) 0.066 0.128
138 11.50 0.63 0.195 ( 0.253) 0.066 0.128
139 11.58 0.57 0.174 ( 0.251) 0.059 0.115
140 11.67 0.57 0.174 ( 0.250) 0.059 0.115
141 11.75 0.57 0.174 ( 0.249) 0.059 0.115
142 11.83 0.60 0.184 ( 0.248) 0.063 0.122
143 11.92 0.60 0.184 ( 0.246) 0.063 0.122
144 12.00 0.60 0.184 ( 0.245) 0.063 0.122
145 12.08 0.83 0.256 ( 0.244) 0.087 0.169
146 12.17 0.83 0.256 ( 0.243) 0.087 0.169
147 12.25 0.83 0.256 ( 0.241) 0.087 0.169
148 12.33 0.87 0.266 ( 0.240) 0.091 0.176
149 12.42 0.87 0.266 ( 0.239) 0.091 0.176
150 12.50 0.87 0.266 ( 0.238) 0.091 0.176
151 12.58 0.93 0.287 ( 0.237) 0.097 0.189
152 12.67 0.93 0.287 ( 0.235) 0.097 0.189
153 12.75 0.93 0.287 ( 0.234) 0.097 0.189
154 12.83 0.97 0.297 ( 0.233) 0.101 0.196
155 12.92 0.97 0.297 ( 0.232) 0.101 0.196
156 13.00 0.97 0.297 ( 0.231) 0.101 0.196
157 13.08 1.13 0.348 ( 0.230) 0.118 0.230
158 13.17 1.13 0.348 ( 0.228) 0.118 0.230
159 13.25 1.13 0.348 ( 0.227) 0.118 0.230

Page 591 of 1299 ends

160 13.33 1.13 0.348 ( 0.226) 0.118 0.230
161 13.42 1.13 0.348 ( 0.225) 0.118 0.230
162 13.50 1.13 0.348 ( 0.224) 0.118 0.230
163 13.58 0.77 0.235 ( 0.223) 0.080 0.155
164 13.67 0.77 0.235 ( 0.221) 0.080 0.155
165 13.75 0.77 0.235 ( 0.220) 0.080 0.155
166 13.83 0.77 0.235 ( 0.219) 0.080 0.155
167 13.92 0.77 0.235 ( 0.218) 0.080 0.155
168 14.00 0.77 0.235 ( 0.217) 0.080 0.155
169 14.08 0.90 0.276 ( 0.216) 0.094 0.182
170 14.17 0.90 0.276 ( 0.215) 0.094 0.182
171 14.25 0.90 0.276 ( 0.214) 0.094 0.182
172 14.33 0.87 0.266 ( 0.213) 0.091 0.176
173 14.42 0.87 0.266 ( 0.211) 0.091 0.176
174 14.50 0.87 0.266 ( 0.210) 0.091 0.176
175 14.58 0.87 0.266 ( 0.209) 0.091 0.176
176 14.67 0.87 0.266 ( 0.208) 0.091 0.176
177 14.75 0.87 0.266 ( 0.207) 0.091 0.176
178 14.83 0.83 0.256 ( 0.206) 0.087 0.169
179 14.92 0.83 0.256 ( 0.205) 0.087 0.169
180 15.00 0.83 0.256 ( 0.204) 0.087 0.169
181 15.08 0.80 0.246 ( 0.203) 0.084 0.162
182 15.17 0.80 0.246 ( 0.202) 0.084 0.162
183 15.25 0.80 0.246 ( 0.201) 0.084 0.162
184 15.33 0.77 0.235 ( 0.200) 0.080 0.155
185 15.42 0.77 0.235 ( 0.199) 0.080 0.155
186 15.50 0.77 0.235 ( 0.198) 0.080 0.155
187 15.58 0.63 0.195 ( 0.197) 0.066 0.128
188 15.67 0.63 0.195 ( 0.196) 0.066 0.128
189 15.75 0.63 0.195 ( 0.195) 0.066 0.128
190 15.83 0.63 0.195 ( 0.194) 0.066 0.128
191 15.92 0.63 0.195 ( 0.193) 0.066 0.128
192 16.00 0.63 0.195 ( 0.192) 0.066 0.128
193 16.08 0.13 0.041 ( 0.191) 0.014 0.027
194 16.17 0.13 0.041 ( 0.190) 0.014 0.027
195 16.25 0.13 0.041 ( 0.189) 0.014 0.027
196 16.33 0.13 0.041 ( 0.188) 0.014 0.027
197 16.42 0.13 0.041 ( 0.187) 0.014 0.027
198 16.50 0.13 0.041 ( 0.186) 0.014 0.027
199 16.58 0.10 0.031 ( 0.185) 0.010 0.020
200 16.67 0.10 0.031 ( 0.184) 0.010 0.020
201 16.75 0.10 0.031 ( 0.183) 0.010 0.020
202 16.83 0.10 0.031 ( 0.182) 0.010 0.020
203 16.92 0.10 0.031 ( 0.181) 0.010 0.020
204 17.00 0.10 0.031 ( 0.180) 0.010 0.020
205 17.08 0.17 0.051 ( 0.180) 0.017 0.034
206 17.17 0.17 0.051 ( 0.179) 0.017 0.034
207 17.25 0.17 0.051 ( 0.178) 0.017 0.034
208 17.33 0.17 0.051 ( 0.177) 0.017 0.034
209 17.42 0.17 0.051 ( 0.176) 0.017 0.034
210 17.50 0.17 0.051 ( 0.175) 0.017 0.034
211 17.58 0.17 0.051 ( 0.174) 0.017 0.034
212 17.67 0.17 0.051 ( 0.173) 0.017 0.034
213 17.75 0.17 0.051 ( 0.172) 0.017 0.034
214 17.83 0.13 0.041 ( 0.172) 0.014 0.027
215 17.92 0.13 0.041 ( 0.171) 0.014 0.027
216 18.00 0.13 0.041 ( 0.170) 0.014 0.027
217 18.08 0.13 0.041 ( 0.169) 0.014 0.027
218 18.17 0.13 0.041 ( 0.168) 0.014 0.027
219 18.25 0.13 0.041 ( 0.167) 0.014 0.027
220 18.33 0.13 0.041 ( 0.167) 0.014 0.027
221 18.42 0.13 0.041 ( 0.166) 0.014 0.027
222 18.50 0.13 0.041 ( 0.165) 0.014 0.027
223 18.58 0.10 0.031 ( 0.164) 0.010 0.020
224 18.67 0.10 0.031 ( 0.163) 0.010 0.020
225 18.75 0.10 0.031 ( 0.163) 0.010 0.020
226 18.83 0.07 0.020 ( 0.162) 0.007 0.014
227 18.92 0.07 0.020 ( 0.161) 0.007 0.014
228 19.00 0.07 0.020 ( 0.160) 0.007 0.014

Page 592 of 1299 ends

229 19.08 0.10 0.031 ( 0.160) 0.010 0.020
230 19.17 0.10 0.031 ( 0.159) 0.010 0.020
231 19.25 0.10 0.031 ( 0.158) 0.010 0.020
232 19.33 0.13 0.041 ( 0.157) 0.014 0.027
233 19.42 0.13 0.041 ( 0.157) 0.014 0.027
234 19.50 0.13 0.041 ( 0.156) 0.014 0.027
235 19.58 0.10 0.031 ( 0.155) 0.010 0.020
236 19.67 0.10 0.031 ( 0.154) 0.010 0.020
237 19.75 0.10 0.031 ( 0.154) 0.010 0.020
238 19.83 0.07 0.020 ( 0.153) 0.007 0.014
239 19.92 0.07 0.020 ( 0.152) 0.007 0.014
240 20.00 0.07 0.020 ( 0.152) 0.007 0.014
241 20.08 0.10 0.031 ( 0.151) 0.010 0.020
242 20.17 0.10 0.031 ( 0.150) 0.010 0.020
243 20.25 0.10 0.031 ( 0.150) 0.010 0.020
244 20.33 0.10 0.031 ( 0.149) 0.010 0.020
245 20.42 0.10 0.031 ( 0.148) 0.010 0.020
246 20.50 0.10 0.031 ( 0.148) 0.010 0.020
247 20.58 0.10 0.031 ( 0.147) 0.010 0.020
248 20.67 0.10 0.031 ( 0.147) 0.010 0.020
249 20.75 0.10 0.031 ( 0.146) 0.010 0.020
250 20.83 0.07 0.020 ( 0.145) 0.007 0.014
251 20.92 0.07 0.020 ( 0.145) 0.007 0.014
252 21.00 0.07 0.020 ( 0.144) 0.007 0.014
253 21.08 0.10 0.031 ( 0.144) 0.010 0.020
254 21.17 0.10 0.031 ( 0.143) 0.010 0.020
255 21.25 0.10 0.031 ( 0.142) 0.010 0.020
256 21.33 0.07 0.020 ( 0.142) 0.007 0.014
257 21.42 0.07 0.020 ( 0.141) 0.007 0.014
258 21.50 0.07 0.020 ( 0.141) 0.007 0.014
259 21.58 0.10 0.031 ( 0.140) 0.010 0.020
260 21.67 0.10 0.031 ( 0.140) 0.010 0.020
261 21.75 0.10 0.031 ( 0.139) 0.010 0.020
262 21.83 0.07 0.020 ( 0.139) 0.007 0.014
263 21.92 0.07 0.020 ( 0.138) 0.007 0.014
264 22.00 0.07 0.020 ( 0.138) 0.007 0.014
265 22.08 0.10 0.031 ( 0.137) 0.010 0.020
266 22.17 0.10 0.031 ( 0.137) 0.010 0.020
267 22.25 0.10 0.031 ( 0.137) 0.010 0.020
268 22.33 0.07 0.020 ( 0.136) 0.007 0.014
269 22.42 0.07 0.020 ( 0.136) 0.007 0.014
270 22.50 0.07 0.020 ( 0.135) 0.007 0.014
271 22.58 0.07 0.020 ( 0.135) 0.007 0.014
272 22.67 0.07 0.020 ( 0.135) 0.007 0.014
273 22.75 0.07 0.020 ( 0.134) 0.007 0.014
274 22.83 0.07 0.020 ( 0.134) 0.007 0.014
275 22.92 0.07 0.020 ( 0.134) 0.007 0.014
276 23.00 0.07 0.020 ( 0.133) 0.007 0.014
277 23.08 0.07 0.020 ( 0.133) 0.007 0.014
278 23.17 0.07 0.020 ( 0.133) 0.007 0.014
279 23.25 0.07 0.020 ( 0.132) 0.007 0.014
280 23.33 0.07 0.020 ( 0.132) 0.007 0.014
281 23.42 0.07 0.020 ( 0.132) 0.007 0.014
282 23.50 0.07 0.020 ( 0.132) 0.007 0.014
283 23.58 0.07 0.020 ( 0.131) 0.007 0.014
284 23.67 0.07 0.020 ( 0.131) 0.007 0.014
285 23.75 0.07 0.020 ( 0.131) 0.007 0.014
286 23.83 0.07 0.020 ( 0.131) 0.007 0.014
287 23.92 0.07 0.020 ( 0.131) 0.007 0.014
288 24.00 0.07 0.020 ( 0.131) 0.007 0.014
(Loss Rate Not Used)
Sum = 100.0 Sum = 20.3
Flood volume = Effective rainfall 1.69(In)
times area 58.8(Ac.)/[(In)/(Ft.)] = 8.3(Ac.Ft)
Total soil loss = 0.87(In)
Total soil loss =
Total rainfall =
Flood volume =
Total soil loss =

4.262(Ac.Ft)

2.56(In)
360348.3 Cubic Feet
185634.0 Cubic Feet

Page 593 of 1299 ends

Peak flow rate of this hydrograph = 13.252(CFS)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R STORM
Runoff Hydrograph
Hydrograph in 5 Minute intervals ((CFS))
Time(h+m) Volume Ac.Ft Q(CFS) 0

5.0 10.0

15.0 20.0
0+ 5 0.0004 0.06 Q
0+10 0.0023 0.28 Q
0+15 0.0058 0.50 VQ
0+20 0.0101 0.62 VQ
0+25 0.0155 0.79 VQ
0+30 0.0220 0.94 VQ
0+35 0.0289 1.01 V Q
0+40 0.0362 1.06 V Q
0+45 0.0437 1.09 V Q
0+50 0.0516 1.14 V Q
0+55 0.0603 1.27 V Q
1+ 0 0.0699 1.39 V Q
1+ 5 0.0797 1.42 V Q
1+10 0.0890 1.35 V Q
1+15 0.0977 1.26 V Q
1+20 0.1062 1.24 V Q
1+25 0.1146 1.23 V Q
1+30 0.1230 1.22 V Q
1+35 0.1314 1.22 V Q
1+40 0.1397 1.21 V Q
1+45 0.1481 1.21 V Q
1+50 0.1566 1.24 V Q
1+55 0.1659 1.35 V Q
2+ 0 0.1760 1.46 V Q
2+ 5 0.1863 1.50 V Q
2+10 0.1969 1.53 V Q
2+15 0.2076 1.55 V Q
2+20 0.2184 1.56 V Q
2+25 0.2292 1.57 V Q
2+30 0.2400 1.58 V Q
2+35 0.2511 1.61 V Q
2+40 0.2630 1.72 V Q
2+45 0.2756 1.84 V Q
2+50 0.2886 1.89 V Q
2+55 0.3018 1.92 V Q
3+ 0 0.3151 1.94 V Q
3+ 5 0.3286 1.95 V Q
3+10 0.3421 1.96 V Q
3+15 0.3557 1.97 V Q
3+20 0.3693 1.98 V Q
3+25 0.3830 1.98 V Q
3+30 0.3967 1.99 V Q
3+35 0.4104 1.99 V Q
3+40 0.4241 1.99 VQ
3+45 0.4378 1.99 VQ
3+50 0.4518 2.02 V Q
3+55 0.4665 2.14 V Q
4+ 0 0.4820 2.25 V Q
4+ 5 0.4978 2.30 V Q
4+10 0.5138 2.33 V Q
4+15 0.5300 2.35 V Q
4+20 0.5464 2.39 V Q
4+25 0.5637 2.51 V Q
4+30 0.5818 2.62 V Q
4+35 0.6002 2.68 V Q
4+40 0.6189 2.71 V Q
4+45 0.6377 2.73 V Q

Page 594 of 1299 ends

4+50 0.6568 2.78
4+55 0.6768 2.90
5+ 0 0.6976 3.02
5+ 5 0.7183 3.01
5+10 0.7378 2.82
5+15 0.7559 2.63
5+20 0.7736 2.58
5+25 0.7919 2.65
5+30 0.8107 2.73
5+35 0.8299 2.78
5+40 0.8499 2.91
5+45 0.8709 3.04
5+50 0.8921 3.09
5+55 0.9136 3.12
6+ 0 0.9353 3.14
6+ 5 0.9572 3.18
6+10 0.9800 3.31
6+15 1.0036 3.42
6+20 1.0275 3.48
6+25 1.0516 3.51
6+30 1.0759 3.53
6+35 1.1005 3.57
6+40 1.1260 3.70
6+45 1.1523 3.82
6+50 1.1789 3.87
6+55 1.2058 3.91
7+ 0 1.2329 3.93
7+ 5 1.2601 3.95
7+10 1.2874 3.96
7+15 1.3147 3.97
7+20 1.3422 4.00
7+25 1.3706 4.12
7+30 1.3998 4.24
7+35 1.4295 4.32
7+40 1.4603 4.46
7+45 1.4919 4.59
7+50 1.5241 4.68
7+55 1.5574 4.83
8+ 0 1.5916 4.97
8+ 5 1.6267 5.09
8+10 1.6636 5.36
8+15 1.7022 5.61
8+20 1.7416 5.72
8+25 1.7815 5.79
8+30 1.8217 5.84
8+35 1.8624 5.91
8+40 1.9040 6.05
8+45 1.9466 6.18
8+50 1.9897 6.27
8+55 2.0339 6.42
9+ 0 2.0791 6.56
9+ 5 2.1251 6.68
9+10 2.1731 6.96
9+15 2.2227 7.21
9+20 2.2733 7.35
9+25 2.3252 7.54
9+30 2.3782 7.70
9+35 2.4320 7.81
9+40 2.4869 7.98
9+45 2.5429 8.12
9+50 2.5995 8.22
9+55 2.6573 8.39
10+ 0 2.7161 8.53
10+ 5 2.7740 8.41
10+10 2.8268 7.66
10+15 2.8746 6.93
10+20 2.9203 6.65
10+25 2.9648 6.47
10+30 3.0085 6.35
✓ Q
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Page 595 of 1299 ends

10+35 3.0527 6.40
10+40 3.1003 6.92
10+45 3.1515 7.43
10+50 3.2041 7.63
10+55 3.2574 7.75
11+ 0 3.3113 7.82
11+ 5 3.3653 7.84
11+10 3.4188 7.76
11+15 3.4716 7.67
11+20 3.5242 7.64
11+25 3.5766 7.61
11+30 3.6290 7.60
11+35 3.6809 7.53
11+40 3.7312 7.31
11+45 3.7801 7.09
11+50 3.8285 7.04
11+55 3.8774 7.10
12+ 0 3.9268 7.18
12+ 5 3.9778 7.39
12+10 4.0343 8.20
12+15 4.0960 8.97
12+20 4.1602 9.32
12+25 4.2265 9.63
12+30 4.2945 9.87
12+35 4.3638 10.06
12+40 4.4353 10.38
12+45 4.5087 10.66
12+50 4.5832 10.82
12+55 4.6592 11.03
13+ 0 4.7364 11.21
13+ 5 4.8152 11.44
13+10 4.8984 12.08
13+15 4.9858 12.68
13+20 5.0750 12.95
13+25 5.1654 13.13
13+30 5.2566 13.25
13+35 5.3464 13.04
13+40 5.4280 11.84
13+45 5.5015 10.68
13+50 5.5719 10.22
13+55 5.6403 9.93
14+ 0 5.7073 9.74
14+ 5 5.7743 9.73
14+10 5.8439 10.10
14+15 5.9161 10.48
14+20 5.9890 10.59
14+25 6.0617 10.56
14+30 6.1340 10.49
14+35 6.2061 10.48
14+40 6.2782 10.46
14+45 6.3501 10.44
14+50 6.4217 10.40
14+55 6.4924 10.27
15+ 0 6.5623 10.15
15+ 5 6.6316 10.06
15+10 6.6999 9.92
15+15 6.7674 9.80
15+20 6.8343 9.72
15+25 6.9002 9.57
15+30 6.9653 9.44
15+35 7.0291 9.27
15+40 7.0896 8.77
15+45 7.1468 8.31
15+50 7.2026 8.10
15+55 7.2575 7.97
16+ 0 7.3118 7.88
16+ 5 7.3628 7.41
16+10 7.4017 5.65
16+15 7.4291 3.98
Q
Q
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Page 596 of 1299 ends

16+20 7.4517 3.28
16+25 7.4712 2.83
16+30 7.4885 2.52
16+35 7.5042 2.28
16+40 7.5181 2.02
16+45 7.5305 1.81
16+50 7.5420 1.68
16+55 7.5529 1.58
17+ 0 7.5632 1.49
17+ 5 7.5734 1.48
17+10 7.5849 1.67
17+15 7.5976 1.85
17+20 7.6107 1.90
17+25 7.6240 1.93
17+30 7.6373 1.93
17+35 7.6506 1.93
17+40 7.6640 1.94
17+45 7.6774 1.95
17+50 7.6907 1.93
17+55 7.7033 1.83
18+ 0 7.7152 1.72
18+ 5 7.7268 1.68
18+10 7.7382 1.66
18+15 7.7495 1.64
18+20 7.7607 1.63
18+25 7.7719 1.63
18+30 7.7831 1.63
18+35 7.7941 1.60
18+40 7.8043 1.48
18+45 7.8137 1.37
18+50 7.8226 1.29
18+55 7.8305 1.14
19+ 0 7.8375 1.01
19+ 5 7.8442 0.98
19+10 7.8515 1.06
19+15 7.8594 1.14
19+20 7.8676 1.19
19+25 7.8767 1.32
19+30 7.8866 1.44
19+35 7.8966 1.46
19+40 7.9061 1.38
19+45 7.9150 1.29
19+50 7.9235 1.23
19+55 7.9310 1.10
20+ 0 7.9377 0.97
20+ 5 7.9442 0.95
20+10 7.9513 1.03
20+15 7.9590 1.12
20+20 7.9669 1.15
20+25 7.9749 1.17
20+30 7.9830 1.18
20+35 7.9912 1.19
20+40 7.9994 1.19
20+45 8.0076 1.19
20+50 8.0157 1.17
20+55 8.0229 1.05
21+ 0 8.0294 0.94
21+ 5 8.0358 0.93
21+10 8.0428 1.01
21+15 8.0504 1.10
21+20 8.0580 1.11
21+25 8.0650 1.01
21+30 8.0713 0.92
21+35 8.0776 0.91
21+40 8.0845 1.00
21+45 8.0921 1.10
21+50 8.0997 1.10
21+55 8.1066 1.01
22+ 0 8.1129 0.91
Q
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Page 597 of 1299 ends

22+ 5 8.1191 0.91 Q
22+10 8.1260 1.00 Q
22+15 8.1335 1.09 Q
22+20 8.1411 1.10 Q
22+25 8.1480 1.00 Q
22+30 8.1543 0.91 Q
22+35 8.1603 0.88 Q
22+40 8.1662 0.86 Q
22+45 8.1720 0.84 Q
22+50 8.1777 0.83 Q
22+55 8.1833 0.82 Q
23+ 0 8.1890 0.82 Q
23+ 5 8.1946 0.82 Q
23+10 8.2002 0.81 Q
23+15 8.2058 0.81 Q
23+20 8.2114 0.81 Q
23+25 8.2169 0.81 Q
23+30 8.2225 0.81 Q
23+35 8.2280 0.81 Q
23+40 8.2336 0.80 Q
23+45 8.2391 0.80 Q
23+50 8.2446 0.80 Q
23+55 8.2501 0.80 Q
24+ 0 8.2556 0.80 Q
24+ 5 8.2608 0.75 Q
24+10 8.2643 0.52 Q
24+15 8.2664 0.30 Q
24+20 8.2678 0.21 Q
24+25 8.2689 0.15 Q
24+30 8.2696 0.11 Q
24+35 8.2702 0.09 Q
24+40 8.2707 0.07 Q
24+45 8.2711 0.06 Q
24+50 8.2714 0.05 Q
24+55 8.2717 0.04 Q
25+ 0 8.2719 0.03 Q
25+ 5 8.2721 0.02 Q
25+10 8.2722 0.02 Q
25+15 8.2723 0.02 Q
25+20 8.2724 0.01 Q
25+25 8.2724 0.01 Q
25+30 8.2725 0.00 Q
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Page 598 of 1299 ends

Unit H y d r o g r a p h Analysis
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 07/11/24 File: FCAP242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6443
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format

FAIRWAY CANYON
DA A AND A-OFFSITE 2 YR

KIMLEY-HORN
Drainage Area = 49.40(Ac.) = 0.077 Sq. Mi.

Drainage Area for Depth -Area Areal Adjustment = 49.40(Ac.) = 0.077 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.394 Hr.

Lag time = 23.64 Min.
25% of lag time = 5.91 Min.
40% of lag time = 9.46 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]

49.40 2.56 126.46
100 YEAR Area rainfall data:

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

49.40 6.25 308.75
STORM EVENT (YEAR) = 2.00
Area Averaged 2 -Year Rainfall =
Area Averaged 100 -Year Rainfall =

2.560(In)

6.250(In)
Point rain (area averaged) = 2.560(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 2.560(In)
Sub -Area Data:

Area(Ac.) Runoff Index Impervious %

49.400 56.00 0.650
Total Area Entered = 49.40(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC -1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

Page 599 of 1299 ends

56.0 36.0 0.706 0.650 0.293 1.000 0.293
Sum (F) = 0.293
Area averaged mean soil loss (F) (In/Hr) = 0.293
Minimum soil loss rate ((In/Hr)) = 0.146
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.380
Unit Hydrograph
Combination of 'S' Curves:

VALLEY 'S' Curve Percentage = 0.00
FOOTHILL 'S' Curve Percentage = 50.00
MOUNTAIN 'S' Curve Percentage = 50.00
DESERT '5' Curve Percentage = 0.00
Unit Hydrograph Data
Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph
(CPS)
1 0.083 21.151
2 0.167 42.301
3 0.250 63.452
4 0.333 84.602
5 0.417 105.753
6 0.500 126.904
7 0.583 148.054
8 0.667 169.205
9 0.750 190.355
10 0.833 211.506
11 0.917 232.657
12 1.000 253.807
13 1.083 274.958
14 1.167 296.108
15 1.250 317.259
16 1.333 338.409
17 1.417 359.560
18 1.500 380.711
19 1.583 401.861
20 1.667 423.012
21 1.750 444.162
22 1.833 465.313
23 1.917 486.464
24 2.000 507.614
25 2.083 528.765
26 2.167 549.915
27 2.250 571.066
28 2.333 592.217
29 2.417 613.367
30 2.500 634.518
31 2.583 655.668
32 2.667 676.819
33 2.750 697.970
34 2.833 719.120
35 2.917 740.271
36 3.000 761.421
37 3.083 782.572
38 3.167 803.723
39 3.250 824.873
40 3.333 846.024
41 3.417 867.174
42 3.500 888.325
43 3.583 909.475
44 3.667 930.626
45 3.750 951.777
46 3.833 972.927
47 3.917 994.078
48 4.000 1015.228

1.915

5.562

9.962

12.558

15.213

11.876

6.568

4.901

3.980

3.327

2.826

2.448

2.088

1.819

1.593

1.350

1.142

0.994

0.879

0.685

0.571

0.560

0.530

0.521

0.428

0.402

0.385

0.323

0.316

0.286

0.275

0.249

0.212

0.208

0.193

0.190

0.148
Sum = 100.000 Sum=

0.953

2.769

4.960

6.252

7.574

5.912

3.270

2.440

1.982

1.656

1.407

1.219

1.040

0.906

0.793

0.672

0.568

0.495

0.438

0.341

0.284

0.279

0.264

0.259

0.213

0.200

0.192

0.161

0.157

0.143

0.137

0.124

0.105

0.104

0.096

0.095

0.074

49.786

Page 600 of 1299 ends

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
(Hr.) Percent (In/Hr)
1 0.08 0.07 0.020
2 0.17 0.07 0.020
3 0.25 0.07 0.020
4 0.33 0.10 0.031
5 0.42 0.10 0.031
6 0.50 0.10 0.031
7 0.58 0.10 0.031
8 0.67 0.10 0.031
9 0.75 0.10 0.031
10 0.83 0.13 0.041
11 0.92 0.13 0.041
12 1.00 0.13 0.041
13 1.08 0.10 0.031
14 1.17 0.10 0.031
15 1.25 0.10 0.031
16 1.33 0.10 0.031
17 1.42 0.10 0.031
18 1.50 0.10 0.031
19 1.58 0.10 0.031
20 1.67 0.10 0.031
21 1.75 0.10 0.031
22 1.83 0.13 0.041
23 1.92 0.13 0.041
24 2.00 0.13 0.041
25 2.08 0.13 0.041
26 2.17 0.13 0.041
27 2.25 0.13 0.041
28 2.33 0.13 0.041
29 2.42 0.13 0.041
30 2.50 0.13 0.041
31 2.58 0.17 0.051
32 2.67 0.17 0.051
33 2.75 0.17 0.051
34 2.83 0.17 0.051
35 2.92 0.17 0.051
36 3.00 0.17 0.051
37 3.08 0.17 0.051
38 3.17 0.17 0.051
39 3.25 0.17 0.051
40 3.33 0.17 0.051
41 3.42 0.17 0.051
42 3.50 0.17 0.051
43 3.58 0.17 0.051
44 3.67 0.17 0.051
45 3.75 0.17 0.051
46 3.83 0.20 0.061
47 3.92 0.20 0.061
48 4.00 0.20 0.061
49 4.08 0.20 0.061
50 4.17 0.20 0.061
51 4.25 0.20 0.061
52 4.33 0.23 0.072
53 4.42 0.23 0.072
54 4.50 0.23 0.072
55 4.58 0.23 0.072
56 4.67 0.23 0.072
57 4.75 0.23 0.072
58 4.83 0.27 0.082
59 4.92 0.27 0.082
60 5.00 0.27 0.082
61 5.08 0.20 0.061
Loss rate(In./Hr) Effective
Max 1 Low (In/Hr)

0.519) 0.008 0.013

0.517) 0.008 0.013

0.515) 0.008 0.013

0.513) 0.012 0.019

0.511) 0.012 0.019

0.509) 0.012 0.019

0.507) 0.012 0.019

0.505) 0.012 0.019

0.503) 0.012 0.019

0.501) 0.016 0.025

0.499) 0.016 0.025

0.498) 0.016 0.025

0.496) 0.012 0.019

0.494) 0.012 0.019

0.492) 0.012 0.019

0.490) 0.012 0.019

0.488) 0.012 0.019

0.486) 0.012 0.019

0.484) 0.012 0.019

0.482) 0.012 0.019

0.480) 0.012 0.019

0.478) 0.016 0.025

0.476) 0.016 0.025

0.474) 0.016 0.025

0.472) 0.016 0.025

0.470) 0.016 0.025

0.468) 0.016 0.025

0.467) 0.016 0.025

0.465) 0.016 0.025

0.463) 0.016 0.025

0.461) 0.019 0.032

0.459) 0.019 0.032

0.457) 0.019 0.032

0.455) 0.019 0.032

0.453) 0.019 0.032

0.451) 0.019 0.032

0.450) 0.019 0.032

0.448) 0.019 0.032

0.446) 0.019 0.032

0.444) 0.019 0.032

0.442) 0.019 0.032

0.440) 0.019 0.032

0.438) 0.019 0.032

0.437) 0.019 0.032

0.435) 0.019 0.032

0.433) 0.023 0.038

0.431) 0.023 0.038

0.429) 0.023 0.038

0.427) 0.023 0.038

0.426) 0.023 0.038

0.424) 0.023 0.038

0.422) 0.027 0.044

0.420) 0.027 0.044

0.418) 0.027 0.044

0.417) 0.027 0.044

0.415) 0.027 0.044

0.413) 0.027 0.044

0.411) 0.031 0.051

0.409) 0.031 0.051

0.408) 0.031 0.051

0.406) 0.023 0.038

Page 601 of 1299 ends

62 5.17 0.20 0.061 ( 0.404) 0.023 0.038
63 5.25 0.20 0.061 ( 0.402) 0.023 0.038
64 5.33 0.23 0.072 ( 0.401) 0.027 0.044
65 5.42 0.23 0.072 ( 0.399) 0.027 0.044
66 5.50 0.23 0.072 ( 0.397) 0.027 0.044
67 5.58 0.27 0.082 ( 0.395) 0.031 0.051
68 5.67 0.27 0.082 ( 0.394) 0.031 0.051
69 5.75 0.27 0.082 ( 0.392) 0.031 0.051
70 5.83 0.27 0.082 ( 0.390) 0.031 0.051
71 5.92 0.27 0.082 ( 0.388) 0.031 0.051
72 6.00 0.27 0.082 ( 0.387) 0.031 0.051
73 6.08 0.30 0.092 ( 0.385) 0.035 0.057
74 6.17 0.30 0.092 ( 0.383) 0.035 0.057
75 6.25 0.30 0.092 ( 0.382) 0.035 0.057
76 6.33 0.30 0.092 ( 0.380) 0.035 0.057
77 6.42 0.30 0.092 ( 0.378) 0.035 0.057
78 6.50 0.30 0.092 ( 0.377) 0.035 0.057
79 6.58 0.33 0.102 ( 0.375) 0.039 0.063
80 6.67 0.33 0.102 ( 0.373) 0.039 0.063
81 6.75 0.33 0.102 ( 0.371) 0.039 0.063
82 6.83 0.33 0.102 ( 0.370) 0.039 0.063
83 6.92 0.33 0.102 ( 0.368) 0.039 0.063
84 7.00 0.33 0.102 ( 0.366) 0.039 0.063
85 7.08 0.33 0.102 ( 0.365) 0.039 0.063
86 7.17 0.33 0.102 ( 0.363) 0.039 0.063
87 7.25 0.33 0.102 ( 0.361) 0.039 0.063
88 7.33 0.37 0.113 ( 0.360) 0.043 0.070
89 7.42 0.37 0.113 ( 0.358) 0.043 0.070
90 7.50 0.37 0.113 ( 0.356) 0.043 0.070
91 7.58 0.40 0.123 ( 0.355) 0.047 0.076
92 7.67 0.40 0.123 ( 0.353) 0.047 0.076
93 7.75 0.40 0.123 ( 0.352) 0.047 0.076
94 7.83 0.43 0.133 ( 0.350) 0.051 0.083
95 7.92 0.43 0.133 ( 0.348) 0.051 0.083
96 8.00 0.43 0.133 ( 0.347) 0.051 0.083
97 8.08 0.50 0.154 ( 0.345) 0.058 0.095
98 8.17 0.50 0.154 ( 0.344) 0.058 0.095
99 8.25 0.50 0.154 ( 0.342) 0.058 0.095
100 8.33 0.50 0.154 ( 0.340) 0.058 0.095
101 8.42 0.50 0.154 ( 0.339) 0.058 0.095
102 8.50 0.50 0.154 ( 0.337) 0.058 0.095
103 8.58 0.53 0.164 ( 0.336) 0.062 0.102
104 8.67 0.53 0.164 ( 0.334) 0.062 0.102
105 8.75 0.53 0.164 ( 0.332) 0.062 0.102
106 8.83 0.57 0.174 ( 0.331) 0.066 0.108
107 8.92 0.57 0.174 ( 0.329) 0.066 0.108
108 9.00 0.57 0.174 ( 0.328) 0.066 0.108
109 9.08 0.63 0.195 ( 0.326) 0.074 0.121
110 9.17 0.63 0.195 ( 0.325) 0.074 0.121
111 9.25 0.63 0.195 ( 0.323) 0.074 0.121
112 9.33 0.67 0.205 ( 0.322) 0.078 0.127
113 9.42 0.67 0.205 ( 0.320) 0.078 0.127
114 9.50 0.67 0.205 ( 0.318) 0.078 0.127
115 9.58 0.70 0.215 ( 0.317) 0.082 0.133
116 9.67 0.70 0.215 ( 0.315) 0.082 0.133
117 9.75 0.70 0.215 ( 0.314) 0.082 0.133
118 9.83 0.73 0.225 ( 0.312) 0.086 0.140
119 9.92 0.73 0.225 ( 0.311) 0.086 0.140
120 10.00 0.73 0.225 ( 0.309) 0.086 0.140
121 10.08 0.50 0.154 ( 0.308) 0.058 0.095
122 10.17 0.50 0.154 ( 0.306) 0.058 0.095
123 10.25 0.50 0.154 ( 0.305) 0.058 0.095
124 10.33 0.50 0.154 ( 0.303) 0.058 0.095
125 10.42 0.50 0.154 ( 0.302) 0.058 0.095
126 10.50 0.50 0.154 ( 0.300) 0.058 0.095
127 10.58 0.67 0.205 ( 0.299) 0.078 0.127
128 10.67 0.67 0.205 ( 0.298) 0.078 0.127
129 10.75 0.67 0.205 ( 0.296) 0.078 0.127
130 10.83 0.67 0.205 ( 0.295) 0.078 0.127

Page 602 of 1299 ends

131 10.92 0.67 0.205 ( 0.293) 0.078 0.127
132 11.00 0.67 0.205 ( 0.292) 0.078 0.127
133 11.08 0.63 0.195 ( 0.290) 0.074 0.121
134 11.17 0.63 0.195 ( 0.289) 0.074 0.121
135 11.25 0.63 0.195 ( 0.287) 0.074 0.121
136 11.33 0.63 0.195 ( 0.286) 0.074 0.121
137 11.42 0.63 0.195 ( 0.285) 0.074 0.121
138 11.50 0.63 0.195 ( 0.283) 0.074 0.121
139 11.58 0.57 0.174 ( 0.282) 0.066 0.108
140 11.67 0.57 0.174 ( 0.280) 0.066 0.108
141 11.75 0.57 0.174 ( 0.279) 0.066 0.108
142 11.83 0.60 0.184 ( 0.278) 0.070 0.114
143 11.92 0.60 0.184 ( 0.276) 0.070 0.114
144 12.00 0.60 0.184 ( 0.275) 0.070 0.114
145 12.08 0.83 0.256 ( 0.273) 0.097 0.159
146 12.17 0.83 0.256 ( 0.272) 0.097 0.159
147 12.25 0.83 0.256 ( 0.271) 0.097 0.159
148 12.33 0.87 0.266 ( 0.269) 0.101 0.165
149 12.42 0.87 0.266 ( 0.268) 0.101 0.165
150 12.50 0.87 0.266 ( 0.267) 0.101 0.165
151 12.58 0.93 0.287 ( 0.265) 0.109 0.178
152 12.67 0.93 0.287 ( 0.264) 0.109 0.178
153 12.75 0.93 0.287 ( 0.263) 0.109 0.178
154 12.83 0.97 0.297 ( 0.261) 0.113 0.184
155 12.92 0.97 0.297 ( 0.260) 0.113 0.184
156 13.00 0.97 0.297 ( 0.259) 0.113 0.184
157 13.08 1.13 0.348 ( 0.257) 0.132 0.216
158 13.17 1.13 0.348 ( 0.256) 0.132 0.216
159 13.25 1.13 0.348 ( 0.255) 0.132 0.216
160 13.33 1.13 0.348 ( 0.254) 0.132 0.216
161 13.42 1.13 0.348 ( 0.252) 0.132 0.216
162 13.50 1.13 0.348 ( 0.251) 0.132 0.216
163 13.58 0.77 0.235 ( 0.250) 0.089 0.146
164 13.67 0.77 0.235 ( 0.248) 0.089 0.146
165 13.75 0.77 0.235 ( 0.247) 0.089 0.146
166 13.83 0.77 0.235 ( 0.246) 0.089 0.146
167 13.92 0.77 0.235 ( 0.245) 0.089 0.146
168 14.00 0.77 0.235 ( 0.243) 0.089 0.146
169 14.08 0.90 0.276 ( 0.242) 0.105 0.171
170 14.17 0.90 0.276 ( 0.241) 0.105 0.171
171 14.25 0.90 0.276 ( 0.240) 0.105 0.171
172 14.33 0.87 0.266 ( 0.238) 0.101 0.165
173 14.42 0.87 0.266 ( 0.237) 0.101 0.165
174 14.50 0.87 0.266 ( 0.236) 0.101 0.165
175 14.58 0.87 0.266 ( 0.235) 0.101 0.165
176 14.67 0.87 0.266 ( 0.234) 0.101 0.165
177 14.75 0.87 0.266 ( 0.232) 0.101 0.165
178 14.83 0.83 0.256 ( 0.231) 0.097 0.159
179 14.92 0.83 0.256 ( 0.230) 0.097 0.159
180 15.00 0.83 0.256 ( 0.229) 0.097 0.159
181 15.08 0.80 0.246 ( 0.228) 0.093 0.152
182 15.17 0.80 0.246 ( 0.226) 0.093 0.152
183 15.25 0.80 0.246 ( 0.225) 0.093 0.152
184 15.33 0.77 0.235 ( 0.224) 0.089 0.146
185 15.42 0.77 0.235 ( 0.223) 0.089 0.146
186 15.50 0.77 0.235 ( 0.222) 0.089 0.146
187 15.58 0.63 0.195 ( 0.221) 0.074 0.121
188 15.67 0.63 0.195 ( 0.220) 0.074 0.121
189 15.75 0.63 0.195 ( 0.218) 0.074 0.121
190 15.83 0.63 0.195 ( 0.217) 0.074 0.121
191 15.92 0.63 0.195 ( 0.216) 0.074 0.121
192 16.00 0.63 0.195 ( 0.215) 0.074 0.121
193 16.08 0.13 0.041 ( 0.214) 0.016 0.025
194 16.17 0.13 0.041 ( 0.213) 0.016 0.025
195 16.25 0.13 0.041 ( 0.212) 0.016 0.025
196 16.33 0.13 0.041 ( 0.211) 0.016 0.025
197 16.42 0.13 0.041 ( 0.210) 0.016 0.025
198 16.50 0.13 0.041 ( 0.209) 0.016 0.025
199 16.58 0.10 0.031 ( 0.208) 0.012 0.019

Page 603 of 1299 ends

200 16.67 0.10 0.031 ( 0.207) 0.012 0.019
201 16.75 0.10 0.031 ( 0.205) 0.012 0.019
202 16.83 0.10 0.031 ( 0.204) 0.012 0.019
203 16.92 0.10 0.031 ( 0.203) 0.012 0.019
204 17.00 0.10 0.031 ( 0.202) 0.012 0.019
205 17.08 0.17 0.051 ( 0.201) 0.019 0.032
206 17.17 0.17 0.051 ( 0.200) 0.019 0.032
207 17.25 0.17 0.051 ( 0.199) 0.019 0.032
208 17.33 0.17 0.051 ( 0.198) 0.019 0.032
209 17.42 0.17 0.051 ( 0.197) 0.019 0.032
210 17.50 0.17 0.051 ( 0.196) 0.019 0.032
211 17.58 0.17 0.051 ( 0.195) 0.019 0.032
212 17.67 0.17 0.051 ( 0.194) 0.019 0.032
213 17.75 0.17 0.051 ( 0.193) 0.019 0.032
214 17.83 0.13 0.041 ( 0.192) 0.016 0.025
215 17.92 0.13 0.041 ( 0.192) 0.016 0.025
216 18.00 0.13 0.041 ( 0.191) 0.016 0.025
217 18.08 0.13 0.041 ( 0.190) 0.016 0.025
218 18.17 0.13 0.041 ( 0.189) 0.016 0.025
219 18.25 0.13 0.041 ( 0.188) 0.016 0.025
220 18.33 0.13 0.041 ( 0.187) 0.016 0.025
221 18.42 0.13 0.041 ( 0.186) 0.016 0.025
222 18.50 0.13 0.041 ( 0.185) 0.016 0.025
223 18.58 0.10 0.031 ( 0.184) 0.012 0.019
224 18.67 0.10 0.031 ( 0.183) 0.012 0.019
225 18.75 0.10 0.031 ( 0.182) 0.012 0.019
226 18.83 0.07 0.020 ( 0.182) 0.008 0.013
227 18.92 0.07 0.020 ( 0.181) 0.008 0.013
228 19.00 0.07 0.020 ( 0.180) 0.008 0.013
229 19.08 0.10 0.031 ( 0.179) 0.012 0.019
230 19.17 0.10 0.031 ( 0.178) 0.012 0.019
231 19.25 0.10 0.031 ( 0.177) 0.012 0.019
232 19.33 0.13 0.041 ( 0.176) 0.016 0.025
233 19.42 0.13 0.041 ( 0.176) 0.016 0.025
234 19.50 0.13 0.041 ( 0.175) 0.016 0.025
235 19.58 0.10 0.031 ( 0.174) 0.012 0.019
236 19.67 0.10 0.031 ( 0.173) 0.012 0.019
237 19.75 0.10 0.031 ( 0.172) 0.012 0.019
238 19.83 0.07 0.020 ( 0.172) 0.008 0.013
239 19.92 0.07 0.020 ( 0.171) 0.008 0.013
240 20.00 0.07 0.020 ( 0.170) 0.008 0.013
241 20.08 0.10 0.031 ( 0.169) 0.012 0.019
242 20.17 0.10 0.031 ( 0.169) 0.012 0.019
243 20.25 0.10 0.031 ( 0.168) 0.012 0.019
244 20.33 0.10 0.031 ( 0.167) 0.012 0.019
245 20.42 0.10 0.031 ( 0.166) 0.012 0.019
246 20.50 0.10 0.031 ( 0.166) 0.012 0.019
247 20.58 0.10 0.031 ( 0.165) 0.012 0.019
248 20.67 0.10 0.031 ( 0.164) 0.012 0.019
249 20.75 0.10 0.031 ( 0.164) 0.012 0.019
250 20.83 0.07 0.020 ( 0.163) 0.008 0.013
251 20.92 0.07 0.020 ( 0.162) 0.008 0.013
252 21.00 0.07 0.020 ( 0.162) 0.008 0.013
253 21.08 0.10 0.031 ( 0.161) 0.012 0.019
254 21.17 0.10 0.031 ( 0.160) 0.012 0.019
255 21.25 0.10 0.031 ( 0.160) 0.012 0.019
256 21.33 0.07 0.020 ( 0.159) 0.008 0.013
257 21.42 0.07 0.020 ( 0.159) 0.008 0.013
258 21.50 0.07 0.020 ( 0.158) 0.008 0.013
259 21.58 0.10 0.031 ( 0.157) 0.012 0.019
260 21.67 0.10 0.031 ( 0.157) 0.012 0.019
261 21.75 0.10 0.031 ( 0.156) 0.012 0.019
262 21.83 0.07 0.020 ( 0.156) 0.008 0.013
263 21.92 0.07 0.020 ( 0.155) 0.008 0.013
264 22.00 0.07 0.020 ( 0.155) 0.008 0.013
265 22.08 0.10 0.031 ( 0.154) 0.012 0.019
266 22.17 0.10 0.031 ( 0.154) 0.012 0.019
267 22.25 0.10 0.031 ( 0.153) 0.012 0.019
268 22.33 0.07 0.020 ( 0.153) 0.008 0.013

Page 604 of 1299 ends

269 22.42
270 22.50
271 22.58
272 22.67
273 22.75
274 22.83
275 22.92
276 23.00
277 23.08
278 23.17
279 23.25
280 23.33
281 23.42
282 23.50
283 23.58
284 23.67
285 23.75
286 23.83
287 23.92
288 24.00

0.07 0.07

0.020

0.152)

0.151)

0.150)

0.149)

0.148)

0.147)

0.008

0.013

0.013
(Loss Rate Not Used)
Sum = 100.0 Sum = 19.0
Flood volume = Effective rainfall 1.59(In)
times area 49.4(Ac.)/[(In)/(Ft.)] = 6.5(Ac.Ft)
Total soil loss = 0.97(In)
Total soil loss = 4.004(Ac.Ft)
Total rainfall = 2.56(In)
Flood volume = 284592.4 Cubic Feet
Total soil loss = 174427.6 Cubic Feet
Peak flow rate of this hydrograph = 9.701(CFS)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R STORM
Runoff Hydrograph
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 0.0001 0.01 Q
0+10 0.0004 0.05 Q
0+15 0.0012 0.11 Q
0+20 0.0025 0.20 Q
0+25 0.0046 0.31 VQ
0+30 0.0075 0.42 VQ
0+35 0.0109 0.50 VQ
0+40 0.0149 0.58 V Q
0+45 0.0193 0.64 V Q
0+50 0.0240 0.69 V Q
0+55 0.0291 0.74 V Q
1+ 0 0.0346 0.80 V Q
1+ 5 0.0405 0.86 V Q
1+10 0.0468 0.91 V Q
1+15 0.0532 0.93 V Q
1+20 0.0595 0.93 V Q
1+25 0.0658 0.91 V Q
1+30 0.0719 0.89 V Q
1+35 0.0781 0.89 V Q
1+40 0.0842 0.89 V Q
1+45 0.0904 0.90 V Q
1+50 0.0966 0.90 V Q
1+55 0.1030 0.92 V Q
2+ 0 0.1096 0.96 V Q
2+ 5 0.1165 1.00 V Q
2+10 0.1237 1.05 V Q
2+15 0.1312 1.09 V Q
2+20 0.1389 1.11 V Q

Page 605 of 1299 ends

2+25 0.1467 1.13 V Q
2+30 0.1545 1.15 V Q
2+35 0.1626 1.16 V Q
2+40 0.1708 1.19 V Q
2+45 0.1793 1.24 V Q
2+50 0.1881 1.28 V Q
2+55 0.1973 1.34 V Q
3+ 0 0.2069 1.38 V Q
3+ 5 0.2166 1.41 V Q
3+10 0.2264 1.43 V Q
3+15 0.2364 1.45 V Q
3+20 0.2465 1.46 V Q
3+25 0.2567 1.48 V Q
3+30 0.2669 1.49 V Q
3+35 0.2772 1.50 V Q
3+40 0.2876 1.51 V Q
3+45 0.2980 1.51 V Q
3+50 0.3086 1.53 V Q
3+55 0.3192 1.55 V Q
4+ 0 0.3302 1.59 V Q
4+ 5 0.3415 1.63 V Q
4+10 0.3531 1.69 V Q
4+15 0.3650 1.73 V Q
4+20 0.3771 1.76 V Q
4+25 0.3894 1.79 V Q
4+30 0.4021 1.84 V Q
4+35 0.4151 1.89 V Q
4+40 0.4285 1.95 V Q
4+45 0.4423 2.00 V Q
4+50 0.4563 2.03 V Q
4+55 0.4705 2.07 V Q
5+ 0 0.4851 2.12 V Q
5+ 5 0.5001 2.17 V Q
5+10 0.5152 2.19 V Q
5+15 0.5302 2.18 V Q
5+20 0.5449 2.14 V Q
5+25 0.5593 2.08 V Q
5+30 0.5735 2.06 V Q
5+35 0.5878 2.08 V Q
5+40 0.6025 2.13 V Q
5+45 0.6176 2.19 V Q
5+50 0.6330 2.24 V Q
5+55 0.6489 2.30 V Q
6+ 0 0.6650 2.34 V Q
6+ 5 0.6813 2.37 V Q
6+10 0.6979 2.41 V Q
6+15 0.7149 2.46 V Q
6+20 0.7322 2.51 V
6+25 0.7499 2.57 V
6+30 0.7679 2.62 V
6+35 0.7862 2.66 V
6+40 0.8048 2.70 V
6+45 0.8238 2.75 V
6+50 0.8431 2.81 V
6+55 0.8629 2.87 V
7+ 0 0.8830 2.92 V
7+ 5 0.9033 2.95 V
7+10 0.9238 2.98 V
7+15 0.9445 3.00 V
7+20 0.9653 3.02 V
7+25 0.9863 3.05 V
7+30 1.0077 3.10 V
7+35 1.0294 3.16 V
7+40 1.0517 3.23 V
7+45 1.0745 3.31 V
7+50 1.0978 3.39 V
7+55 1.1217 3.47 V
8+ 0 1.1463 3.56 V
8+ 5 1.1714 3.65 V
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q

Page 606 of 1299 ends

8+10 1.1973 3.76
8+15 1.2241 3.89
8+20 1.2517 4.01
8+25 1.2803 4.14
8+30 1.3095 4.24
8+35 1.3392 4.32
8+40 1.3694 4.39
8+45 1.4001 4.46
8+50 1.4314 4.54
8+55 1.4634 4.64
9+ 0 1.4960 4.74
9+ 5 1.5293 4.83
9+10 1.5635 4.96
9+15 1.5985 5.09
9+20 1.6344 5.22
9+25 1.6715 5.37
9+30 1.7094 5.51
9+35 1.7482 5.63
9+40 1.7878 5.75
9+45 1.8282 5.87
9+50 1.8693 5.97
9+55 1.9112 6.09
10+ 0 1.9539 6.20
10+ 5 1.9970 6.26
10+10 2.0399 6.23
10+15 2.0819 6.09
10+20 2.1223 5.87
10+25 2.1607 5.58
10+30 2.1975 5.35
10+35 2.2338 5.27
10+40 2.2702 5.28
10+45 2.3072 5.38
10+50 2.3453 5.52
10+55 2.3847 5.72
11+ 0 2.4251 5.87
11+ 5 2.4661 5.94
11+10 2.5072 5.98
11+15 2.5485 5.99
11+20 2.5897 5.98
11+25 2.6308 5.97
11+30 2.6718 5.96
11+35 2.7127 5.95
11+40 2.7535 5.92
11+45 2.7939 5.86
11+50 2.8338 5.80
11+55 2.8732 5.72
12+ 0 2.9123 5.68
12+ 5 2.9518 5.73
12+10 2.9922 5.87
12+15 3.0342 6.10
12+20 3.0781 6.38
12+25 3.1245 6.74
12+30 3.1730 7.03
12+35 3.2227 7.23
12+40 3.2738 7.42
12+45 3.3262 7.61
12+50 3.3798 7.79
12+55 3.4348 7.98
13+ 0 3.4909 8.15
13+ 5 3.5482 8.32
13+10 3.6070 8.54
13+15 3.6676 8.80
13+20 3.7301 9.08
13+25 3.7947 9.38
13+30 3.8610 9.62
13+35 3.9278 9.70
13+40 3.9940 9.62
13+45 4.0586 9.37
13+50 4.1206 9.01
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13+55 4.1795 8.55
14+ 0 4.2360 8.20
14+ 5 4.2915 8.05
14+10 4.3466 8.00
14+15 4.4019 8.03
14+20 4.4577 8.11
14+25 4.5144 8.22
14+30 4.5714 8.29
14+35 4.6285 8.28
14+40 4.6853 8.25
14+45 4.7420 8.23
14+50 4.7986 8.22
14+55 4.8550 8.20
15+ 0 4.9113 8.16
15+ 5 4.9672 8.12
15+10 5.0227 8.06
15+15 5.0777 7.99
15+20 5.1323 7.93
15+25 5.1864 7.85
15+30 5.2400 7.77
15+35 5.2929 7.68
15+40 5.3448 7.54
15+45 5.3955 7.36
15+50 5.4448 7.16
15+55 5.4926 6.94
16+ 0 5.5393 6.77
16+ 5 5.5845 6.57
16+10 5.6274 6.23
16+15 5.6666 5.69
16+20 5.7012 5.04
16+25 5.7306 4.27
16+30 5.7559 3.66
16+35 5.7787 3.31
16+40 5.7995 3.03
16+45 5.8187 2.78
16+50 5.8363 2.56
16+55 5.8525 2.36
17+ 0 5.8676 2.18
17+ 5 5.8817 2.05
17+10 5.8953 1.97
17+15 5.9086 1.93
17+20 5.9218 1.92
17+25 5.9351 1.94
17+30 5.9485 1.94
17+35 5.9618 1.93
17+40 5.9750 1.92
17+45 5.9881 1.90
17+50 6.0011 1.88
17+55 6.0138 1.85
18+ 0 6.0262 1.80
18+ 5 6.0382 1.74
18+10 6.0498 1.68
18+15 6.0610 1.63
18+20 6.0719 1.59
18+25 6.0826 1.55
18+30 6.0931 1.53
18+35 6.1034 1.50
18+40 6.1135 1.45
18+45 6.1231 1.40
18+50 6.1323 1.33
18+55 6.1409 1.25
19+ 0 6.1489 1.17
19+ 5 6.1565 1.10
19+10 6.1637 1.04
19+15 6.1706 1.01
19+20 6.1775 1.01
19+25 6.1847 1.04
19+30 6.1921 1.07
19+35 6.1996 1.10
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19+40 6.2074 1.12 Q
19+45 6.2151 1.12 Q
19+50 6.2226 1.09 Q
19+55 6.2296 1.03 Q
20+ 0 6.2363 0.96 Q
20+ 5 6.2426 0.92 Q
20+10 6.2486 0.88 Q
20+15 6.2546 0.87 Q
20+20 6.2607 0.88 Q
20+25 6.2669 0.91 Q
20+30 6.2734 0.93 Q
20+35 6.2798 0.94 Q
20+40 6.2863 0.94 Q
20+45 6.2928 0.95 Q
20+50 6.2993 0.94 Q
20+55 6.3057 0.93 Q
21+ 0 6.3119 0.90 Q
21+ 5 6.3178 0.86 Q
21+10 6.3236 0.83 Q
21+15 6.3293 0.83 Q
21+20 6.3350 0.84 Q
21+25 6.3409 0.85 Q
21+30 6.3468 0.85 Q
21+35 6.3524 0.82 Q
21+40 6.3579 0.80 Q
21+45 6.3634 0.80 Q
21+50 6.3690 0.81 Q
21+55 6.3748 0.83 Q
22+ 0 6.3805 0.83 Q
22+ 5 6.3860 0.81 Q
22+10 6.3914 0.78 Q
22+15 6.3968 0.78 Q
22+20 6.4023 0.80 Q
22+25 6.4080 0.82 Q
22+30 6.4136 0.82 Q
22+35 6.4191 0.79 Q
22+40 6.4243 0.75 Q
22+45 6.4292 0.72 Q
22+50 6.4341 0.71 Q
22+55 6.4389 0.70 Q
23+ 0 6.4437 0.69 Q
23+ 5 6.4484 0.68 Q
23+10 6.4531 0.68 Q
23+15 6.4577 0.67 Q
23+20 6.4623 0.67 Q
23+25 6.4669 0.66 Q
23+30 6.4714 0.66 Q
23+35 6.4759 0.66 Q
23+40 6.4804 0.65 Q
23+45 6.4849 0.65 Q
23+50 6.4894 0.65 Q
23+55 6.4939 0.65 Q
24+ 0 6.4983 0.65 Q
24+ 5 6.5027 0.63 Q
24+10 6.5068 0.60 Q
24+15 6.5105 0.53 Q
24+20 6.5136 0.45 Q
24+25 6.5161 0.36 Q
24+30 6.5180 0.28 Q
24+35 6.5197 0.24 Q
24+40 6.5211 0.21 Q
24+45 6.5223 0.18 Q
24+50 6.5234 0.16 Q
24+55 6.5244 0.14 Q
25+ 0 6.5252 0.12 Q
25+ 5 6.5260 0.11 Q
25+10 6.5267 0.10 Q
25+15 6.5273 0.09 Q
25+20 6.5278 0.08 0
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25+25 6.5283 0.07 Q
25+30 6.5288 0.07 Q
25+35 6.5292 0.06 Q
25+40 6.5296 0.05 Q
25+45 6.5299 0.05 Q
25+50 6.5303 0.05 Q
25+55 6.5306 0.04 Q
26+ 0 6.5308 0.04 Q
26+ 5 6.5311 0.04 Q
26+10 6.5313 0.03 Q
26+15 6.5315 0.03 Q
26+20 6.5317 0.03 Q
26+25 6.5319 0.03 Q
26+30 6.5321 0.02 Q
26+35 6.5322 0.02 Q
26+40 6.5324 0.02 Q
26+45 6.5325 0.02 Q
26+50 6.5326 0.02 Q
26+55 6.5327 0.02 Q
27+ 0 6.5328 0.01 Q
27+ 5 6.5329 0.01 Q
27+10 6.5330 0.01 Q
27+15 6.5331 0.01 Q
27+20 6.5331 0.01 Q
27+25 6.5332 0.01 Q
27+30 6.5332 0.01 Q
27+35 6.5333 0.01 Q
27+40 6.5333 0.00 Q
27+45 6.5333 0.00 Q
27+50 6.5333 0.00 Q
27+55 6.5333 0.00 Q
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Unit H y d r o g r a p h Analysis
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 07/12/24 File: FCBC242.out
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Riverside County Synthetic Unit Hydrology Method
RCFC & WCD Manual date - April 1978
Program License Serial Number 6443
English (in -lb) Input Units Used
English Rainfall Data (Inches) Input Values Used
English Units used in output format
Fairway Canyon
PROPOSED 2 YR
DMA B and C
Kimley-Horn
Drainage Area = 53.97(Ac.) = 0.084 Sq. Mi.

Drainage Area for Depth -Area Areal Adjustment = 53.97(Ac.) = 0.084 Sq. Mi.

USER Entry of lag time in hours
Lag time = 0.209 Hr.

Lag time = 12.54 Min.
25% of lag time = 3.13 Min.
40% of lag time = 5.02 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]

53.97 2.56 138.16
100 YEAR Area rainfall data:

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

53.97 6.25 337.31
STORM EVENT (YEAR) = 2.00
Area Averaged 2 -Year Rainfall =
Area Averaged 100 -Year Rainfall =

2.560(In)

6.250(In)
Point rain (area averaged) = 2.560(In)
Areal adjustment factor = 99.99 %
Adjusted average point rain = 2.560(In)
Sub -Area Data:

Area(Ac.) Runoff Index Impervious %

53.970 56.00 0.740
Total Area Entered = 53.97(Ac.)
RI RI Infil. Rate Impervious Adj. Infil. Rate Area% F
AMC2 AMC -1 (In/Hr) (Dec.%) (In/Hr) (Dec.) (In/Hr)

Page 611 of 1299 ends

56.0 36.0 0.706 0.740 0.236 1.000 0.236
Sum (F) = 0.236
Area averaged mean soil loss (F) (In/Hr) = 0.236
Minimum soil loss rate ((In/Hr)) = 0.118
(for 24 hour storm duration)
Soil low loss rate (decimal) = 0.310
Unit Hydrograph
Combination of 'S' Curves:

VALLEY '5' Curve Percentage = 0.00
FOOTHILL 'S' Curve Percentage = 50.00
MOUNTAIN 'S' Curve Percentage = 50.00
DESERT '5' Curve Percentage = 0.00
Unit Hydrograph Data
Unit time period Time % of lag Distribution Unit Hydrograph (hrs) Graph
(CRS)
1 0.083
2 0.167
3 0.250
4 0.333
5 0.417
6 0.500
7 0.583
8 0.667
9 0.750
10 0.833
11 0.917
12 1.000
13 1.083
14 1.167
15 1.250
16 1.333
17 1.417
18 1.500
19 1.583
20 1.667
21 1.750
22 1.833
23 1.917
24 2.000
25 2.083
26 2.167

39.872

79.745
119.617
159.490
199.362
239.234
279.107
318.979
358.852
398.724
438.596
478.469
518.341
558.214
598.086
637.959
677.831
717.703
757.576
797.448
837.321
877.193
917.065
956.938
996.810
1036.683

4.313

17.281

26.015

16.436

8.349

5.903

4.416

3.348

2.528

1.894

1.372

1.056

0.975

0.792

0.758

0.685

0.579

0.516

0.410

0.372

0.359

0.208
Sum = 100.000 Sum=

2.346

9.399

14.150

8.940

4.541

3.211

2.402

1.821

1.375

1.030

0.746

0.575

0.530

0.431

0.412

0.373

0.315

0.281

0.223

0.202

0.195

0.113

54.392
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
(Hr.) Percent (In/Hr)
1 0.08 0.07 0.020
2 0.17 0.07 0.020
3 0.25 0.07 0.020
4 0.33 0.10 0.031
5 0.42 0.10 0.031
6 0.50 0.10 0.031
7 0.58 0.10 0.031
8 0.67 0.10 0.031
9 0.75 0.10 0.031
10 0.83 0.13 0.041
11 0.92 0.13 0.041
12 1.00 0.13 0.041
13 1.08 0.10 0.031
14 1.17 0.10 0.031
Loss rate(In./Hr) Effective
Max 1 Low (In/Hr)

0.418) 0.006 0.014

0.416) 0.006 0.014

0.415) 0.006 0.014

0.413) 0.010 0.021

0.412) 0.010 0.021

0.410) 0.010 0.021

0.408) 0.010 0.021

0.407) 0.010 0.021

0.405) 0.010 0.021

0.404) 0.013 0.028

0.402) 0.013 0.028

0.400) 0.013 0.028

0.399) 0.010 0.021

0.397) 0.010 0.021

Page 612 of 1299 ends

15 1.25 0.10 0.031 ( 0.396) 0.010 0.021
16 1.33 0.10 0.031 ( 0.394) 0.010 0.021
17 1.42 0.10 0.031 ( 0.393) 0.010 0.021
18 1.50 0.10 0.031 ( 0.391) 0.010 0.021
19 1.58 0.10 0.031 ( 0.389) 0.010 0.021
20 1.67 0.10 0.031 ( 0.388) 0.010 0.021
21 1.75 0.10 0.031 ( 0.386) 0.010 0.021
22 1.83 0.13 0.041 ( 0.385) 0.013 0.028
23 1.92 0.13 0.041 ( 0.383) 0.013 0.028
24 2.00 0.13 0.041 ( 0.382) 0.013 0.028
25 2.08 0.13 0.041 ( 0.380) 0.013 0.028
26 2.17 0.13 0.041 ( 0.379) 0.013 0.028
27 2.25 0.13 0.041 ( 0.377) 0.013 0.028
28 2.33 0.13 0.041 ( 0.375) 0.013 0.028
29 2.42 0.13 0.041 ( 0.374) 0.013 0.028
30 2.50 0.13 0.041 ( 0.372) 0.013 0.028
31 2.58 0.17 0.051 ( 0.371) 0.016 0.035
32 2.67 0.17 0.051 ( 0.369) 0.016 0.035
33 2.75 0.17 0.051 ( 0.368) 0.016 0.035
34 2.83 0.17 0.051 ( 0.366) 0.016 0.035
35 2.92 0.17 0.051 ( 0.365) 0.016 0.035
36 3.00 0.17 0.051 ( 0.363) 0.016 0.035
37 3.08 0.17 0.051 ( 0.362) 0.016 0.035
38 3.17 0.17 0.051 ( 0.360) 0.016 0.035
39 3.25 0.17 0.051 ( 0.359) 0.016 0.035
40 3.33 0.17 0.051 ( 0.357) 0.016 0.035
41 3.42 0.17 0.051 ( 0.356) 0.016 0.035
42 3.50 0.17 0.051 ( 0.354) 0.016 0.035
43 3.58 0.17 0.051 ( 0.353) 0.016 0.035
44 3.67 0.17 0.051 ( 0.351) 0.016 0.035
45 3.75 0.17 0.051 ( 0.350) 0.016 0.035
46 3.83 0.20 0.061 ( 0.348) 0.019 0.042
47 3.92 0.20 0.061 ( 0.347) 0.019 0.042
48 4.00 0.20 0.061 ( 0.345) 0.019 0.042
49 4.08 0.20 0.061 ( 0.344) 0.019 0.042
50 4.17 0.20 0.061 ( 0.343) 0.019 0.042
51 4.25 0.20 0.061 ( 0.341) 0.019 0.042
52 4.33 0.23 0.072 ( 0.340) 0.022 0.049
53 4.42 0.23 0.072 ( 0.338) 0.022 0.049
54 4.50 0.23 0.072 ( 0.337) 0.022 0.049
55 4.58 0.23 0.072 ( 0.335) 0.022 0.049
56 4.67 0.23 0.072 ( 0.334) 0.022 0.049
57 4.75 0.23 0.072 ( 0.332) 0.022 0.049
58 4.83 0.27 0.082 ( 0.331) 0.025 0.057
59 4.92 0.27 0.082 ( 0.330) 0.025 0.057
60 5.00 0.27 0.082 ( 0.328) 0.025 0.057
61 5.08 0.20 0.061 ( 0.327) 0.019 0.042
62 5.17 0.20 0.061 ( 0.325) 0.019 0.042
63 5.25 0.20 0.061 ( 0.324) 0.019 0.042
64 5.33 0.23 0.072 ( 0.322) 0.022 0.049
65 5.42 0.23 0.072 ( 0.321) 0.022 0.049
66 5.50 0.23 0.072 ( 0.320) 0.022 0.049
67 5.58 0.27 0.082 ( 0.318) 0.025 0.057
68 5.67 0.27 0.082 ( 0.317) 0.025 0.057
69 5.75 0.27 0.082 ( 0.315) 0.025 0.057
70 5.83 0.27 0.082 ( 0.314) 0.025 0.057
71 5.92 0.27 0.082 ( 0.313) 0.025 0.057
72 6.00 0.27 0.082 ( 0.311) 0.025 0.057
73 6.08 0.30 0.092 ( 0.310) 0.029 0.064
74 6.17 0.30 0.092 ( 0.308) 0.029 0.064
75 6.25 0.30 0.092 ( 0.307) 0.029 0.064
76 6.33 0.30 0.092 ( 0.306) 0.029 0.064
77 6.42 0.30 0.092 ( 0.304) 0.029 0.064
78 6.50 0.30 0.092 ( 0.303) 0.029 0.064
79 6.58 0.33 0.102 ( 0.302) 0.032 0.071
80 6.67 0.33 0.102 ( 0.300) 0.032 0.071
81 6.75 0.33 0.102 ( 0.299) 0.032 0.071
82 6.83 0.33 0.102 ( 0.298) 0.032 0.071
83 6.92 0.33 0.102 ( 0.296) 0.032 0.071

Page 613 of 1299 ends

84 7.00 0.33 0.102 ( 0.295) 0.032 0.071
85 7.08 0.33 0.102 ( 0.294) 0.032 0.071
86 7.17 0.33 0.102 ( 0.292) 0.032 0.071
87 7.25 0.33 0.102 ( 0.291) 0.032 0.071
88 7.33 0.37 0.113 ( 0.290) 0.035 0.078
89 7.42 0.37 0.113 ( 0.288) 0.035 0.078
90 7.50 0.37 0.113 ( 0.287) 0.035 0.078
91 7.58 0.40 0.123 ( 0.286) 0.038 0.085
92 7.67 0.40 0.123 ( 0.284) 0.038 0.085
93 7.75 0.40 0.123 ( 0.283) 0.038 0.085
94 7.83 0.43 0.133 ( 0.282) 0.041 0.092
95 7.92 0.43 0.133 ( 0.280) 0.041 0.092
96 8.00 0.43 0.133 ( 0.279) 0.041 0.092
97 8.08 0.50 0.154 ( 0.278) 0.048 0.106
98 8.17 0.50 0.154 ( 0.276) 0.048 0.106
99 8.25 0.50 0.154 ( 0.275) 0.048 0.106
100 8.33 0.50 0.154 ( 0.274) 0.048 0.106
101 8.42 0.50 0.154 ( 0.273) 0.048 0.106
102 8.50 0.50 0.154 ( 0.271) 0.048 0.106
103 8.58 0.53 0.164 ( 0.270) 0.051 0.113
104 8.67 0.53 0.164 ( 0.269) 0.051 0.113
105 8.75 0.53 0.164 ( 0.268) 0.051 0.113
106 8.83 0.57 0.174 ( 0.266) 0.054 0.120
107 8.92 0.57 0.174 ( 0.265) 0.054 0.120
108 9.00 0.57 0.174 ( 0.264) 0.054 0.120
109 9.08 0.63 0.195 ( 0.263) 0.060 0.134
110 9.17 0.63 0.195 ( 0.261) 0.060 0.134
111 9.25 0.63 0.195 ( 0.260) 0.060 0.134
112 9.33 0.67 0.205 ( 0.259) 0.063 0.141
113 9.42 0.67 0.205 ( 0.258) 0.063 0.141
114 9.50 0.67 0.205 ( 0.256) 0.063 0.141
115 9.58 0.70 0.215 ( 0.255) 0.067 0.148
116 9.67 0.70 0.215 ( 0.254) 0.067 0.148
117 9.75 0.70 0.215 ( 0.253) 0.067 0.148
118 9.83 0.73 0.225 ( 0.251) 0.070 0.155
119 9.92 0.73 0.225 ( 0.250) 0.070 0.155
120 10.00 0.73 0.225 ( 0.249) 0.070 0.155
121 10.08 0.50 0.154 ( 0.248) 0.048 0.106
122 10.17 0.50 0.154 ( 0.247) 0.048 0.106
123 10.25 0.50 0.154 ( 0.245) 0.048 0.106
124 10.33 0.50 0.154 ( 0.244) 0.048 0.106
125 10.42 0.50 0.154 ( 0.243) 0.048 0.106
126 10.50 0.50 0.154 ( 0.242) 0.048 0.106
127 10.58 0.67 0.205 ( 0.241) 0.063 0.141
128 10.67 0.67 0.205 ( 0.239) 0.063 0.141
129 10.75 0.67 0.205 ( 0.238) 0.063 0.141
130 10.83 0.67 0.205 ( 0.237) 0.063 0.141
131 10.92 0.67 0.205 ( 0.236) 0.063 0.141
132 11.00 0.67 0.205 ( 0.235) 0.063 0.141
133 11.08 0.63 0.195 ( 0.234) 0.060 0.134
134 11.17 0.63 0.195 ( 0.233) 0.060 0.134
135 11.25 0.63 0.195 ( 0.231) 0.060 0.134
136 11.33 0.63 0.195 ( 0.230) 0.060 0.134
137 11.42 0.63 0.195 ( 0.229) 0.060 0.134
138 11.50 0.63 0.195 ( 0.228) 0.060 0.134
139 11.58 0.57 0.174 ( 0.227) 0.054 0.120
140 11.67 0.57 0.174 ( 0.226) 0.054 0.120
141 11.75 0.57 0.174 ( 0.225) 0.054 0.120
142 11.83 0.60 0.184 ( 0.223) 0.057 0.127
143 11.92 0.60 0.184 ( 0.222) 0.057 0.127
144 12.00 0.60 0.184 ( 0.221) 0.057 0.127
145 12.08 0.83 0.256 ( 0.220) 0.079 0.177
146 12.17 0.83 0.256 ( 0.219) 0.079 0.177
147 12.25 0.83 0.256 ( 0.218) 0.079 0.177
148 12.33 0.87 0.266 ( 0.217) 0.083 0.184
149 12.42 0.87 0.266 ( 0.216) 0.083 0.184
150 12.50 0.87 0.266 ( 0.215) 0.083 0.184
151 12.58 0.93 0.287 ( 0.214) 0.089 0.198
152 12.67 0.93 0.287 ( 0.212) 0.089 0.198

Page 614 of 1299 ends

153 12.75 0.93 0.287 ( 0.211) 0.089 0.198
154 12.83 0.97 0.297 ( 0.210) 0.092 0.205
155 12.92 0.97 0.297 ( 0.209) 0.092 0.205
156 13.00 0.97 0.297 ( 0.208) 0.092 0.205
157 13.08 1.13 0.348 ( 0.207) 0.108 0.240
158 13.17 1.13 0.348 ( 0.206) 0.108 0.240
159 13.25 1.13 0.348 ( 0.205) 0.108 0.240
160 13.33 1.13 0.348 ( 0.204) 0.108 0.240
161 13.42 1.13 0.348 ( 0.203) 0.108 0.240
162 13.50 1.13 0.348 ( 0.202) 0.108 0.240
163 13.58 0.77 0.235 ( 0.201) 0.073 0.162
164 13.67 0.77 0.235 ( 0.200) 0.073 0.162
165 13.75 0.77 0.235 ( 0.199) 0.073 0.162
166 13.83 0.77 0.235 ( 0.198) 0.073 0.162
167 13.92 0.77 0.235 ( 0.197) 0.073 0.162
168 14.00 0.77 0.235 ( 0.196) 0.073 0.162
169 14.08 0.90 0.276 ( 0.195) 0.086 0.191
170 14.17 0.90 0.276 ( 0.194) 0.086 0.191
171 14.25 0.90 0.276 ( 0.193) 0.086 0.191
172 14.33 0.87 0.266 ( 0.192) 0.083 0.184
173 14.42 0.87 0.266 ( 0.191) 0.083 0.184
174 14.50 0.87 0.266 ( 0.190) 0.083 0.184
175 14.58 0.87 0.266 ( 0.189) 0.083 0.184
176 14.67 0.87 0.266 ( 0.188) 0.083 0.184
177 14.75 0.87 0.266 ( 0.187) 0.083 0.184
178 14.83 0.83 0.256 ( 0.186) 0.079 0.177
179 14.92 0.83 0.256 ( 0.185) 0.079 0.177
180 15.00 0.83 0.256 ( 0.184) 0.079 0.177
181 15.08 0.80 0.246 ( 0.183) 0.076 0.170
182 15.17 0.80 0.246 ( 0.182) 0.076 0.170
183 15.25 0.80 0.246 ( 0.181) 0.076 0.170
184 15.33 0.77 0.235 ( 0.180) 0.073 0.162
185 15.42 0.77 0.235 ( 0.179) 0.073 0.162
186 15.50 0.77 0.235 ( 0.179) 0.073 0.162
187 15.58 0.63 0.195 ( 0.178) 0.060 0.134
188 15.67 0.63 0.195 ( 0.177) 0.060 0.134
189 15.75 0.63 0.195 ( 0.176) 0.060 0.134
190 15.83 0.63 0.195 ( 0.175) 0.060 0.134
191 15.92 0.63 0.195 ( 0.174) 0.060 0.134
192 16.00 0.63 0.195 ( 0.173) 0.060 0.134
193 16.08 0.13 0.041 ( 0.172) 0.013 0.028
194 16.17 0.13 0.041 ( 0.171) 0.013 0.028
195 16.25 0.13 0.041 ( 0.171) 0.013 0.028
196 16.33 0.13 0.041 ( 0.170) 0.013 0.028
197 16.42 0.13 0.041 ( 0.169) 0.013 0.028
198 16.50 0.13 0.041 ( 0.168) 0.013 0.028
199 16.58 0.10 0.031 ( 0.167) 0.010 0.021
200 16.67 0.10 0.031 ( 0.166) 0.010 0.021
201 16.75 0.10 0.031 ( 0.165) 0.010 0.021
202 16.83 0.10 0.031 ( 0.165) 0.010 0.021
203 16.92 0.10 0.031 ( 0.164) 0.010 0.021
204 17.00 0.10 0.031 ( 0.163) 0.010 0.021
205 17.08 0.17 0.051 ( 0.162) 0.016 0.035
206 17.17 0.17 0.051 ( 0.161) 0.016 0.035
207 17.25 0.17 0.051 ( 0.160) 0.016 0.035
208 17.33 0.17 0.051 ( 0.160) 0.016 0.035
209 17.42 0.17 0.051 ( 0.159) 0.016 0.035
210 17.50 0.17 0.051 ( 0.158) 0.016 0.035
211 17.58 0.17 0.051 ( 0.157) 0.016 0.035
212 17.67 0.17 0.051 ( 0.156) 0.016 0.035
213 17.75 0.17 0.051 ( 0.156) 0.016 0.035
214 17.83 0.13 0.041 ( 0.155) 0.013 0.028
215 17.92 0.13 0.041 ( 0.154) 0.013 0.028
216 18.00 0.13 0.041 ( 0.153) 0.013 0.028
217 18.08 0.13 0.041 ( 0.153) 0.013 0.028
218 18.17 0.13 0.041 ( 0.152) 0.013 0.028
219 18.25 0.13 0.041 ( 0.151) 0.013 0.028
220 18.33 0.13 0.041 ( 0.150) 0.013 0.028
221 18.42 0.13 0.041 ( 0.150) 0.013 0.028

Page 615 of 1299 ends

222 18.50 0.13 0.041 ( 0.149) 0.013 0.028
223 18.58 0.10 0.031 ( 0.148) 0.010 0.021
224 18.67 0.10 0.031 ( 0.147) 0.010 0.021
225 18.75 0.10 0.031 ( 0.147) 0.010 0.021
226 18.83 0.07 0.020 ( 0.146) 0.006 0.014
227 18.92 0.07 0.020 ( 0.145) 0.006 0.014
228 19.00 0.07 0.020 ( 0.145) 0.006 0.014
229 19.08 0.10 0.031 ( 0.144) 0.010 0.021
230 19.17 0.10 0.031 ( 0.143) 0.010 0.021
231 19.25 0.10 0.031 ( 0.143) 0.010 0.021
232 19.33 0.13 0.041 ( 0.142) 0.013 0.028
233 19.42 0.13 0.041 ( 0.141) 0.013 0.028
234 19.50 0.13 0.041 ( 0.141) 0.013 0.028
235 19.58 0.10 0.031 ( 0.140) 0.010 0.021
236 19.67 0.10 0.031 ( 0.139) 0.010 0.021
237 19.75 0.10 0.031 ( 0.139) 0.010 0.021
238 19.83 0.07 0.020 ( 0.138) 0.006 0.014
239 19.92 0.07 0.020 ( 0.138) 0.006 0.014
240 20.00 0.07 0.020 ( 0.137) 0.006 0.014
241 20.08 0.10 0.031 ( 0.136) 0.010 0.021
242 20.17 0.10 0.031 ( 0.136) 0.010 0.021
243 20.25 0.10 0.031 ( 0.135) 0.010 0.021
244 20.33 0.10 0.031 ( 0.135) 0.010 0.021
245 20.42 0.10 0.031 ( 0.134) 0.010 0.021
246 20.50 0.10 0.031 ( 0.133) 0.010 0.021
247 20.58 0.10 0.031 ( 0.133) 0.010 0.021
248 20.67 0.10 0.031 ( 0.132) 0.010 0.021
249 20.75 0.10 0.031 ( 0.132) 0.010 0.021
250 20.83 0.07 0.020 ( 0.131) 0.006 0.014
251 20.92 0.07 0.020 ( 0.131) 0.006 0.014
252 21.00 0.07 0.020 ( 0.130) 0.006 0.014
253 21.08 0.10 0.031 ( 0.130) 0.010 0.021
254 21.17 0.10 0.031 ( 0.129) 0.010 0.021
255 21.25 0.10 0.031 ( 0.129) 0.010 0.021
256 21.33 0.07 0.020 ( 0.128) 0.006 0.014
257 21.42 0.07 0.020 ( 0.128) 0.006 0.014
258 21.50 0.07 0.020 ( 0.127) 0.006 0.014
259 21.58 0.10 0.031 ( 0.127) 0.010 0.021
260 21.67 0.10 0.031 ( 0.126) 0.010 0.021
261 21.75 0.10 0.031 ( 0.126) 0.010 0.021
262 21.83 0.07 0.020 ( 0.125) 0.006 0.014
263 21.92 0.07 0.020 ( 0.125) 0.006 0.014
264 22.00 0.07 0.020 ( 0.125) 0.006 0.014
265 22.08 0.10 0.031 ( 0.124) 0.010 0.021
266 22.17 0.10 0.031 ( 0.124) 0.010 0.021
267 22.25 0.10 0.031 ( 0.123) 0.010 0.021
268 22.33 0.07 0.020 ( 0.123) 0.006 0.014
269 22.42 0.07 0.020 ( 0.123) 0.006 0.014
270 22.50 0.07 0.020 ( 0.122) 0.006 0.014
271 22.58 0.07 0.020 ( 0.122) 0.006 0.014
272 22.67 0.07 0.020 ( 0.121) 0.006 0.014
273 22.75 0.07 0.020 ( 0.121) 0.006 0.014
274 22.83 0.07 0.020 ( 0.121) 0.006 0.014
275 22.92 0.07 0.020 ( 0.121) 0.006 0.014
276 23.00 0.07 0.020 ( 0.120) 0.006 0.014
277 23.08 0.07 0.020 ( 0.120) 0.006 0.014
278 23.17 0.07 0.020 ( 0.120) 0.006 0.014
279 23.25 0.07 0.020 ( 0.119) 0.006 0.014
280 23.33 0.07 0.020 ( 0.119) 0.006 0.014
281 23.42 0.07 0.020 ( 0.119) 0.006 0.014
282 23.50 0.07 0.020 ( 0.119) 0.006 0.014
283 23.58 0.07 0.020 ( 0.119) 0.006 0.014
284 23.67 0.07 0.020 ( 0.118) 0.006 0.014
285 23.75 0.07 0.020 ( 0.118) 0.006 0.014
286 23.83 0.07 0.020 ( 0.118) 0.006 0.014
287 23.92 0.07 0.020 ( 0.118) 0.006 0.014
288 24.00 0.07 0.020 ( 0.118) 0.006 0.014
(Loss Rate Not Used)
Sum = 100.0 Sum = 21.2

Page 616 of 1299 ends

Flood volume = Effective rainfall 1.77(In)
times area 54.0(Ac.)/[(In)/(Ft.)] = 7.9(Ac.Ft)
Total soil loss =
Total soil loss =
Total rainfall =
Flood volume =
Total soil loss =

0.79(In)

3.569(Ac.Ft)

2.56(In)
346020.9 Cubic Feet
155458.7 Cubic Feet
Peak flow rate of this hydrograph = 12.462(CFS)
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R STORM
Runoff Hydrograph
Hydrograph in 5 Minute intervals ((CFS))
Time(h+m) Volume Ac.Ft Q(CFS) 0

5.0 10.0

15.0 20.0
0+ 5 0.0002 0.03 Q
0+10 0.0014 0.17 Q
0+15 0.0039 0.37 Q
0+20 0.0074 0.51 VQ
0+25 0.0118 0.64 VQ
0+30 0.0172 0.79 VQ
0+35 0.0233 0.88 VQ
0+40 0.0298 0.94 VQ
0+45 0.0365 0.98 VQ
0+50 0.0436 1.03 V Q
0+55 0.0513 1.12 V Q
1+ 0 0.0599 1.24 V Q
1+ 5 0.0688 1.30 V Q
1+10 0.0776 1.28 V Q
1+15 0.0859 1.21 V Q
1+20 0.0940 1.17 V Q
1+25 0.1020 1.16 V Q
1+30 0.1099 1.15 V Q
1+35 0.1179 1.15 V Q
1+40 0.1258 1.15 V Q
1+45 0.1337 1.15 V Q
1+50 0.1417 1.16 V Q
1+55 0.1502 1.23 V Q
2+ 0 0.1594 1.34 V Q
2+ 5 0.1690 1.40 V Q
2+10 0.1789 1.44 V Q
2+15 0.1890 1.46 V Q
2+20 0.1991 1.48 VQ
2+25 0.2094 1.49 VQ
2+30 0.2197 1.50 VQ
2+35 0.2302 1.52 V Q
2+40 0.2412 1.59 V Q
2+45 0.2528 1.70 V Q
2+50 0.2650 1.76 V Q
2+55 0.2774 1.80 V Q
3+ 0 0.2900 1.82 V Q
3+ 5 0.3026 1.84 V Q
3+10 0.3154 1.86 V Q
3+15 0.3283 1.87 V Q
3+20 0.3412 1.88 V Q
3+25 0.3542 1.88 V Q
3+30 0.3672 1.89 V Q
3+35 0.3802 1.89 V Q
3+40 0.3933 1.90 V Q
3+45 0.4064 1.90 VQ
3+50 0.4197 1.92 VQ
3+55 0.4334 1.99 VQ
4+ 0 0.4478 2.09 V Q
4+ 5 0.4627 2.16 V Q
4+10 0.4778 2.19 V Q

Page 617 of 1299 ends

4+15 0.4930 2.22
4+20 0.5086 2.25
4+25 0.5246 2.33
4+30 0.5415 2.44
4+35 0.5588 2.52
4+40 0.5764 2.55
4+45 0.5941 2.58
4+50 0.6122 2.62
4+55 0.6308 2.70
5+ 0 0.6501 2.81
5+ 5 0.6698 2.85
5+10 0.6888 2.76
5+15 0.7066 2.59
5+20 0.7238 2.50
5+25 0.7412 2.52
5+30 0.7590 2.59
5+35 0.7772 2.65
5+40 0.7960 2.73
5+45 0.8156 2.84
5+50 0.8356 2.91
5+55 0.8560 2.95
6+ 0 0.8765 2.98
6+ 5 0.8972 3.02
6+10 0.9186 3.10
6+15 0.9407 3.21
6+20 0.9633 3.28
6+25 0.9862 3.32
6+30 1.0092 3.35
6+35 1.0325 3.39
6+40 1.0564 3.47
6+45 1.0811 3.58
6+50 1.1062 3.65
6+55 1.1317 3.69
7+ 0 1.1573 3.72
7+ 5 1.1831 3.74
7+10 1.2090 3.76
7+15 1.2350 3.77
7+20 1.2612 3.80
7+25 1.2879 3.88
7+30 1.3154 3.99
7+35 1.3434 4.07
7+40 1.3722 4.18
7+45 1.4018 4.30
7+50 1.4322 4.41
7+55 1.4633 4.52
8+ 0 1.4954 4.66
8+ 5 1.5283 4.78
8+10 1.5625 4.97
8+15 1.5983 5.20
8+20 1.6352 5.36
8+25 1.6727 5.45
8+30 1.7107 5.51
8+35 1.7491 5.57
8+40 1.7882 5.68
8+45 1.8282 5.81
8+50 1.8689 5.91
8+55 1.9104 6.02
9+ 0 1.9528 6.16
9+ 5 1.9961 6.29
9+10 2.0407 6.48
9+15 2.0870 6.72
9+20 2.1345 6.90
9+25 2.1831 7.05
9+30 2.2328 7.22
9+35 2.2834 7.35
9+40 2.3350 7.49
9+45 2.3876 7.64
9+50 2.4411 7.76
9+55 2.4955 7.89
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10+ 0 2.5509 8.04
10+ 5 2.6062 8.03
10+10 2.6587 7.62
10+15 2.7067 6.97
10+20 2.7519 6.56
10+25 2.7957 6.37
10+30 2.8387 6.23
10+35 2.8815 6.22
10+40 2.9261 6.47
10+45 2.9737 6.92
10+50 3.0233 7.20
10+55 3.0738 7.33
11+ 0 3.1249 7.42
11+ 5 3.1764 7.47
11+10 3.2277 7.46
11+15 3.2786 7.39
11+20 3.3292 7.35
11+25 3.3797 7.33
11+30 3.4301 7.32
11+35 3.4803 7.28
11+40 3.5294 7.14
11+45 3.5772 6.94
11+50 3.6242 6.82
11+55 3.6712 6.82
12+ 0 3.7186 6.87
12+ 5 3.7669 7.01
12+10 3.8184 7.48
12+15 3.8748 8.19
12+20 3.9345 8.66
12+25 3.9961 8.96
12+30 4.0597 9.22
12+35 4.1247 9.44
12+40 4.1915 9.70
12+45 4.2602 9.99
12+50 4.3304 10.19
12+55 4.4019 10.37
13+ 0 4.4746 10.55
13+ 5 4.5487 10.76
13+10 4.6257 11.18
13+15 4.7066 11.75
13+20 4.7900 12.11
13+25 4.8748 12.32
13+30 4.9606 12.46
13+35 5.0460 12.39
13+40 5.1269 11.75
13+45 5.2007 10.72
13+50 5.2702 10.08
13+55 5.3375 9.78
14+ 0 5.4033 9.56
14+ 5 5.4686 9.48
14+10 5.5350 9.63
14+15 5.6034 9.94
14+20 5.6731 10.12
14+25 5.7430 10.14
14+30 5.8125 10.10
14+35 5.8819 10.07
14+40 5.9513 10.07
14+45 6.0206 10.06
14+50 6.0897 10.04
14+55 6.1583 9.96
15+ 0 6.2262 9.85
15+ 5 6.2935 9.77
15+10 6.3601 9.67
15+15 6.4258 9.54
15+20 6.4907 9.43
15+25 6.5549 9.31
15+30 6.6180 9.17
15+35 6.6801 9.00
15+40 6.7399 8.68
V Q
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15+45 6.7967 8.25
15+50 6.8516 7.97
15+55 6.9055 7.83
16+ 0 6.9587 7.72
16+ 5 7.0097 7.40
16+10 7.0534 6.34
16+15 7.0864 4.79
16+20 7.1126 3.81
16+25 7.1353 3.30
16+30 7.1555 2.93
16+35 7.1737 2.64
16+40 7.1899 2.36
16+45 7.2044 2.10
16+50 7.2176 1.92
16+55 7.2300 1.79
17+ 0 7.2416 1.70
17+ 5 7.2530 1.65
17+10 7.2648 1.71
17+15 7.2776 1.85
17+20 7.2908 1.93
17+25 7.3042 1.95
17+30 7.3177 1.95
17+35 7.3311 1.95
17+40 7.3446 1.95
17+45 7.3580 1.95
17+50 7.3712 1.92
17+55 7.3839 1.84
18+ 0 7.3958 1.73
18+ 5 7.4072 1.65
18+10 7.4183 1.61
18+15 7.4292 1.59
18+20 7.4401 1.58
18+25 7.4509 1.57
18+30 7.4617 1.56
18+35 7.4723 1.54
18+40 7.4824 1.47
18+45 7.4919 1.37
18+50 7.5007 1.29
18+55 7.5089 1.19
19+ 0 7.5163 1.07
19+ 5 7.5232 1.00
19+10 7.5302 1.02
19+15 7.5377 1.09
19+20 7.5456 1.14
19+25 7.5540 1.22
19+30 7.5632 1.33
19+35 7.5727 1.38
19+40 7.5820 1.35
19+45 7.5908 1.27
19+50 7.5991 1.21
19+55 7.6069 1.12
20+ 0 7.6138 1.01
20+ 5 7.6204 0.95
20+10 7.6272 0.98
20+15 7.6344 1.05
20+20 7.6419 1.09
20+25 7.6496 1.11
20+30 7.6573 1.12
20+35 7.6651 1.13
20+40 7.6729 1.13
20+45 7.6808 1.14
20+50 7.6885 1.13
20+55 7.6958 1.06
21+ 0 7.7024 0.96
21+ 5 7.7088 0.92
21+10 7.7153 0.95
21+15 7.7225 1.03
21+20 7.7298 1.06
21+25 7.7368 1.02
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Page 620 of 1299 ends

21+30 7.7432 0.93 Q
21+35 7.7493 0.89 Q
21+40 7.7557 0.93 Q
21+45 7.7627 1.01 Q
21+50 7.7699 1.05 Q
21+55 7.7768 1.00 Q
22+ 0 7.7832 0.92 Q
22+ 5 7.7893 0.88 Q
22+10 7.7956 0.93 Q
22+15 7.8026 1.01 Q
22+20 7.8098 1.05 Q
22+25 7.8167 1.00 Q
22+30 7.8230 0.92 Q
22+35 7.8290 0.86 Q
22+40 7.8348 0.84 Q
22+45 7.8405 0.82 Q
22+50 7.8461 0.81 Q
22+55 7.8516 0.80 Q
23+ 0 7.8571 0.80 Q
23+ 5 7.8625 0.79 Q
23+10 7.8680 0.79 Q
23+15 7.8734 0.79 Q
23+20 7.8788 0.78 Q
23+25 7.8841 0.78 Q
23+30 7.8895 0.78 Q
23+35 7.8949 0.78 Q
23+40 7.9002 0.78 Q
23+45 7.9056 0.78 Q
23+50 7.9109 0.77 Q
23+55 7.9162 0.77 Q
24+ 0 7.9215 0.77 Q
24+ 5 7.9266 0.74 Q
24+10 7.9308 0.61 Q
24+15 7.9336 0.41 Q
24+20 7.9355 0.28 Q
24+25 7.9370 0.21 Q
24+30 7.9381 0.17 Q
24+35 7.9390 0.13 Q
24+40 7.9398 0.11 Q
24+45 7.9404 0.09 Q
24+50 7.9409 0.07 Q
24+55 7.9413 0.06 Q
25+ 0 7.9417 0.05 Q
25+ 5 7.9420 0.05 Q
25+10 7.9423 0.04 Q
25+15 7.9425 0.04 Q
25+20 7.9427 0.03 Q
25+25 7.9429 0.03 Q
25+30 7.9431 0.02 Q
25+35 7.9432 0.02 Q
25+40 7.9433 0.02 Q
25+45 7.9434 0.01 Q
25+50 7.9435 0.01 Q
25+55 7.9435 0.01 Q
26+ 0 7.9435 0.00 Q
26+ 5 7.9435 0.00 Q
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V

Page 621 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Project Summary
Title Fairway Canyon
Engineer Mike Sutton, PE
Company Kimley-Horn and
Associates, Inc.

Date 8/26/2024
Notes

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.

2. Flow -through basin analysis completed using modified Pul's (storage indication routing).

Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 1 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 622 of 1299 ends

Table of Contents
DA -D/5
DMA A (North)
DMA B and C
Basin 1 (OUT)
Basin 2 (OUT)
Basin 1
Basin 2
Outlet Basinl
Outlet Basin2
Basin 1
Basin 1 (IN)
Basin 2
Basin 2 (IN)
User Notifications 2
Master Network Summary 3
Read Hydrograph 4
Read Hydrograph 4
Read Hydrograph 4
Time vs. Elevation 10
Time vs. Elevation 10
Time vs. Volume 26
Time vs. Volume 26
Outlet Input Data 42
Outlet Input Data 42
Elevation -Volume -Flow Table (Pond) 48
Level Pool Pond Routing Summary 50
Pond Inflow Summary 51
Elevation -Volume -Flow Table (Pond) 48
Level Pool Pond Routing Summary 50
Pond Inflow Summary 51

Page 623 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: User Notifications
User Notifications
Message Id 17
Scenario Scenario - 2yr 24hr
Element Type Composite Outlet Structure
Element Id 21
Label Outlet Basinl
Time (N/A)
Message Riser orifice equation controls at one or more headwater elevations for outlet structure.

Source Information
Message Id 17
Scenario Scenario - 2yr 24hr
Element Type Composite Outlet Structure
Element Id 85
Label Outlet Basing
Time (N/A)
Message Riser orifice equation controls at one or more headwater elevations for outlet structure.

Source Information
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 2 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 624 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Master Network Summary
Catchments Summary
Label
Scenario
Return
Event
(years)
Hydrograph Time to Peak Peak Flow
Volume (min) (ft3/s)
(ft3)
DA -D/5
Scenario - 2yr 24hr
0 360,360.000
810.000

13.25000
DMA A (North)
Scenario - 2yr 24hr
0 284,590.000
815.000

9.70000
DMA B and C
Scenario - 2yr 24hr
0 345,972.000
810.000

12.46000
Node Summary
Label
Scenario
Return
Event
(years)
Hydrograph Time to Peak Peak Flow
Volume (min) (ft3/s)
(ft3)
Outfall Basinl
Scenario - 2yr 24hr
0 707,977.000
969.000

12.44280
Outfall Basin2
Scenario - 2yr 24hr
0 284,586.000
1,017.000

2.23669
Pond Summary
Label
Scenario Return Hydrograph Time to Peak Peak Flow Maximum Maximum Event Volume (min) (ft3/s) Water Pond Storage
(years) (ft3) Surface (ft3)
Elevation
(ft)
Basin 1 (IN)
Scenario - 2yr
24hr
0 707,994.000
810.000

25.71000
(N/A)
(N/A)
Basin 1
(OUT)
Scenario - 2yr
24hr
0 707,977.000
969.000

12.44280
2,220.63
355,860.000
Basin 2 (IN)
Scenario - 2yr
24hr
0 284,591.000
816.000

9.68400
(N/A)
(N/A)
Basin 2
(OUT)
Scenario - 2yr
24hr
0 284,586.000
1,017.000

2.23669
2,286.91
175,022.000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 3 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 625 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Read Hydrograph
Label: DA -D/5
Time
(min)
Scenario: Scenario - 2yr 24hr
Peak Discharge
Time to Peak
Hydrograph Volume

13.25000 ft3/s
810.000 min
360,360.000 ft3
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow Flow Flow Flow
(ft3/s) (ft3/s) (ft3/s) (ft3/s)
Flow
(ft3/s)

5.000

0.06000

0.28000

0.50000

0.62000

0.79000

30.000

0.94000

1.01000

1.06000

1.09000

1.14000

55.000

1.27000

1.39000

1.42000

1.35000

1.26000

80.000

1.24000

1.23000

1.22000

1.21000
105.000

1.21000

1.24000

1.35000

1.46000

1.50000
130.000

1.53000

1.55000

1.56000

1.57000

1.58000
155.000

1.61000

1.72000

1.84000

1.89000

1.92000
180.000

1.94000

1.95000

1.96000

1.97000

1.98000
205.000

1.98000

1.99000

1.99000
230.000

2.02000

2.14000

2.25000

2.30000

2.33000
255.000

2.35000

2.39000

2.51000

2.62000

2.68000
280.000

2.71000

2.73000

2.78000

2.90000

3.02000
305.000

3.01000

2.82000

2.63000

2.58000

2.65000
330.000

2.73000

2.78000

2.91000

3.04000

3.09000
355.000

3.12000

3.14000

3.18000

3.31000

3.42000
380.000

3.48000

3.51000

3.53000

3.57000

3.70000
405.000

3.82000

3.87000

3.91000

3.93000

3.95000
430.000

3.96000

3.97000

4.00000

4.12000

4.24000
455.000

4.32000

4.46000

4.59000

4.68000

4.83000
480.000

4.97000

5.09000

5.36000

5.61000

5.72000
505.000

5.79000

5.84000

5.91000

6.05000

6.18000
530.000

6.27000

6.42000

6.56000

6.68000

6.96000
555.000

7.21000

7.35000

7.54000

7.70000

7.81000
580.000

7.98000

8.12000

8.22000

8.39000

8.53000
605.000

8.41000

7.66000

6.93000

6.65000

6.47000
630.000

6.35000

6.40000

6.92000

7.43000

7.63000
655.000

7.75000

7.82000

7.84000

7.76000

7.67000
680.000

7.64000

7.61000

7.60000

7.53000

7.31000
705.000

7.09000

7.04000

7.10000

7.18000

7.39000
730.000

8.20000

8.97000

9.32000

9.63000

9.87000
755.000

10.06000

10.38000

10.66000

10.82000

11.03000
780.000

11.21000

11.44000

12.08000

12.68000

12.95000
805.000

13.13000

13.25000

13.04000

11.84000

10.68000
830.000

10.22000

9.93000

9.74000

9.73000

10.10000
855.000

10.48000

10.59000

10.56000

10.49000

10.48000
880.000

10.46000

10.44000

10.40000

10.27000

10.15000
905.000

10.06000

9.92000

9.80000

9.72000

9.57000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
Pond Pack CONNECT Edition
[10.02.00.01]

Page 4 of 55 ends

Page 626 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Read Hydrograph Scenario: Scenario - 2yr 24hr Label: DA -D/5
Time on
Time Flow
(min) (ft3/s)
930.000 9.44000
955.000 7.97000
980.000 3.28000
1,005.000 1.81000
1,030.000 1.67000
1,055.000 1.93000
1,080.000 1.72000
1,105.000 1.63000
1,130.000 1.29000
1,155.000 1.14000
1,180.000 1.38000
1,205.000 0.95000
1,230.000 1.18000
1,255.000 1.05000
1,280.000 1.11000
1,305.000 1.10000
1,330.000 1.00000
1,355.000 0.88000
1,380.000 0.82000
1,405.000 0.81000
1,430.000 0.80000
1,455.000 0.30000
1,480.000 0.07000
1,505.000 0.02000
1,530.000 0.00000
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 5.000 min
left represents time for first value in each row.

Flow
(ft3/s)

9.27000

7.88000

2.83000

1.68000

1.85000

1.94000

1.68000

1.63000

1.14000

1.19000

1.29000

1.03000

1.19000

0.94000

1.01000

1.10000

1.09000

0.86000

0.82000

0.81000

0.80000

0.21000

0.06000

0.02000
(N/A)
Flow
(ft3/s)

8.77000

7.41000

2.52000

1.58000

1.90000

1.95000

1.66000

1.60000

1.01000

1.32000

1.23000

1.12000

1.19000

0.93000

0.92000

1.01000

1.10000

0.84000

0.81000

0.80000

0.15000

0.05000

0.02000
(N/A)
Flow
(ft3/s)

8.31000

5.65000

2.28000

1.49000

1.93000

1.64000

1.48000

0.98000

1.44000

1.10000

1.15000

1.19000

1.01000

0.91000

1.00000

0.83000

0.81000

0.80000

0.75000

0.11000

0.04000

0.01000
(N/A)
Flow
(ft3/s)

8.10000

3.98000

2.02000

1.48000

1.93000

1.83000

1.63000

1.37000

1.06000

1.46000

0.97000

1.17000

1.10000

1.00000

0.91000

0.82000

0.81000

0.80000

0.52000

0.09000

0.03000

0.01000
(N/A)
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 5 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 627 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Read Hydrograph
Label: DMA A (North)
Time
(min)
Scenario: Scenario - 2yr 24hr
Peak Discharge
Time to Peak
Hydrograph Volume

9.70000 ft3/s
815.000 min
284,590.500 ft3
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow Flow Flow Flow
(ft3/s) (ft3/s) (ft3/s) (ft3/s)
Flow
(ft3/s)

5.000

0.01000

0.05000

0.11000

0.20000

0.31000

30.000

0.42000

0.50000

0.58000

0.64000

0.69000

55.000

0.74000

0.80000

0.86000

0.91000

0.93000

80.000

0.93000

0.91000

0.89000

0.89000
105.000

0.90000

0.92000

0.96000

1.00000
130.000

1.05000

1.09000

1.11000

1.13000

1.15000
155.000

1.16000

1.19000

1.24000

1.28000

1.34000
180.000

1.38000

1.41000

1.43000

1.45000

1.46000
205.000

1.48000

1.49000

1.50000

1.51000

1.51000
230.000

1.53000

1.55000

1.59000

1.63000

1.69000
255.000

1.73000

1.76000

1.79000

1.84000

1.89000
280.000

1.95000

2.00000

2.03000

2.07000

2.12000
305.000

2.17000

2.19000

2.18000

2.14000

2.08000
330.000

2.06000

2.08000

2.13000

2.19000

2.24000
355.000

2.30000

2.34000

2.37000

2.41000

2.46000
380.000

2.51000

2.57000

2.62000

2.66000

2.70000
405.000

2.75000

2.81000

2.87000

2.92000

2.95000
430.000

2.98000

3.00000

3.02000

3.05000

3.10000
455.000

3.16000

3.23000

3.31000

3.39000

3.47000
480.000

3.56000

3.65000

3.76000

3.89000

4.01000
505.000

4.14000

4.24000

4.32000

4.39000

4.46000
530.000

4.54000

4.64000

4.74000

4.83000

4.96000
555.000

5.09000

5.22000

5.37000

5.51000

5.63000
580.000

5.75000

5.87000

5.97000

6.09000

6.20000
605.000

6.26000

6.23000

6.09000

5.87000

5.58000
630.000

5.35000

5.27000

5.28000

5.38000

5.52000
655.000

5.72000

5.87000

5.94000

5.98000

5.99000
680.000

5.98000

5.97000

5.96000

5.95000

5.92000
705.000

5.86000

5.80000

5.72000

5.68000

5.73000
730.000

5.87000

6.10000

6.38000

6.74000

7.03000
755.000

7.23000

7.42000

7.61000

7.79000

7.98000
780.000

8.15000

8.32000

8.54000

8.80000

9.08000
805.000

9.38000

9.62000

9.70000

9.62000

9.37000
830.000

9.01000

8.55000

8.20000

8.05000

8.00000
855.000

8.03000

8.11000

8.22000

8.29000

8.28000
880.000

8.25000

8.23000

8.22000

8.20000

8.16000
905.000

8.12000

8.06000

7.99000

7.93000

7.85000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
Pond Pack CONNECT Edition
[10.02.00.01]

Page 6 of 55 ends

Page 628 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Read Hydrograph Scenario: Scenario - 2yr 24hr Label: DMA A (North)
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Time
(min)
930.000
955.000
980.000
1,005.000
1,030.000
1,055.000
1,080.000
1,105.000
1,130.000
1,155.000
1,180.000
1,205.000
1,230.000
1,255.000
1,280.000
1,305.000
1,330.000
1,355.000
1,380.000
1,405.000
1,430.000
1,455.000
1,480.000
1,505.000
1,530.000
1,555.000
1,580.000
1,605.000
1,630.000
1,655.000
Flow
(ft3/s)

7.77000

6.94000

5.04000

2.78000

1.97000

1.93000

1.80000

1.55000

1.33000

1.01000

1.12000

0.92000

0.93000

0.84000

0.80000

0.78000

0.79000

0.69000

0.66000

0.65000

0.53000

0.21000

0.11000

0.07000

0.04000

0.03000

0.02000

0.01000

0.01000
Flow
(ft3/s)

7.68000

6.77000

4.27000

2.56000

1.93000

1.92000

1.74000

1.53000

1.25000

1.01000

1.12000

0.88000

0.94000

0.90000

0.85000

0.81000

0.78000

0.75000

0.68000

0.66000

0.65000

0.45000

0.18000

0.10000

0.06000

0.04000

0.03000

0.02000

0.01000

0.00000
Flow
(ft3/s)

7.54000

6.57000

3.66000

2.36000

1.92000

1.90000

1.68000

1.50000

1.17000

1.04000

1.09000

0.87000

0.94000

0.86000

0.85000

0.83000

0.80000

0.72000

0.68000

0.66000

0.65000

0.36000

0.16000

0.09000

0.05000

0.04000

0.02000

0.01000

0.00000
Flow
(ft3/s)

7.36000

6.23000

3.31000

2.18000

1.94000

1.88000

1.63000

1.45000

1.10000

1.07000

1.03000

0.88000

0.95000

0.83000

0.82000

0.83000

0.82000

0.71000

0.67000

0.65000

0.63000

0.28000

0.14000

0.08000

0.05000

0.03000

0.02000

0.01000

0.00000
Flow
(ft3/s)

7.16000

5.69000

3.03000

2.05000

1.94000

1.85000

1.59000

1.40000

1.04000

1.10000

0.96000

0.91000

0.94000

0.83000

0.80000

0.81000

0.82000

0.70000

0.67000

0.65000

0.60000

0.24000

0.12000

0.07000

0.05000

0.03000

0.02000

0.01000

0.00000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 7 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 629 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Read Hydrograph Scenario: Scenario - 2yr 24hr Label: DMA B and C
Time
(min)
Peak Discharge
Time to Peak
Hydrograph Volume

12.46000 ft3/s
810.000 min
345,972.000 ft3
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 5.000 min
Time on left represents time for first value in each row.

Flow Flow Flow Flow
(ft3/s) (ft3/s) (ft3/s) (ft3/s)
Flow
(ft3/s)

5.000

0.03000

0.17000

0.37000

0.51000

0.64000

30.000

0.79000

0.88000

0.94000

0.98000

1.03000

55.000

1.12000

1.24000

1.30000

1.28000

1.21000

80.000

1.17000

1.16000

1.15000

1.15000
105.000

1.15000

1.16000

1.23000

1.34000

1.40000
130.000

1.44000

1.46000

1.48000

1.49000

1.50000
155.000

1.52000

1.59000

1.70000

1.76000

1.80000
180.000

1.82000

1.84000

1.86000

1.87000

1.88000
205.000

1.88000

1.89000

1.90000

1.90000
230.000

1.92000

1.99000

2.09000

2.16000

2.19000
255.000

2.22000

2.25000

2.33000

2.44000

2.52000
280.000

2.55000

2.58000

2.62000

2.70000

2.81000
305.000

2.85000

2.76000

2.59000

2.50000

2.52000
330.000

2.59000

2.65000

2.73000

2.84000

2.91000
355.000

2.95000

2.98000

3.02000

3.10000

3.21000
380.000

3.28000

3.32000

3.35000

3.39000

3.47000
405.000

3.58000

3.65000

3.69000

3.72000

3.74000
430.000

3.76000

3.77000

3.80000

3.88000

3.99000
455.000

4.07000

4.18000

4.30000

4.41000

4.52000
480.000

4.66000

4.78000

4.97000

5.20000

5.36000
505.000

5.45000

5.51000

5.57000

5.68000

5.81000
530.000

5.91000

6.02000

6.16000

6.29000

6.48000
555.000

6.72000

6.90000

7.05000

7.22000

7.35000
580.000

7.49000

7.64000

7.76000

7.89000

8.04000
605.000

8.03000

7.62000

6.97000

6.56000

6.37000
630.000

6.23000

6.22000

6.47000

6.92000

7.20000
655.000

7.33000

7.42000

7.47000

7.46000

7.39000
680.000

7.35000

7.33000

7.32000

7.28000

7.14000
705.000

6.94000

6.82000

6.87000

7.01000
730.000

7.48000

8.19000

8.66000

8.96000

9.22000
755.000

9.44000

9.70000

9.99000

10.19000

10.37000
780.000

10.55000

10.76000

11.18000

11.75000

12.11000
805.000

12.32000

12.46000

12.39000

11.75000

10.72000
830.000

10.08000

9.78000

9.56000

9.48000

9.63000
855.000

9.94000

10.12000

10.14000

10.10000

10.07000
880.000

10.07000

10.06000

10.04000

9.96000

9.85000
905.000

9.77000

9.67000

9.54000

9.43000

9.31000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
Pond Pack CONNECT Edition
[10.02.00.01]

Page 8 of 55 ends

Page 630 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Read Hydrograph Scenario: Scenario - 2yr 24hr Label: DMA B and C
Time
Time Flow
(min) (ft3/s)
930.000 9.17000
955.000 7.83000
980.000 3.81000
1,005.000 2.10000
1,030.000 1.71000
1,055.000 1.95000
1,080.000 1.73000
1,105.000 1.57000
1,130.000 1.29000
1,155.000 1.09000
1,180.000 1.35000
1,205.000 0.95000
1,230.000 1.12000
1,255.000 1.06000
1,280.000 1.06000
1,305.000 1.01000
1,330.000 0.93000
1,355.000 0.86000
1,380.000 0.80000
1,405.000 0.78000
1,430.000 0.77000
1,455.000 0.41000
1,480.000 0.11000
1,505.000 0.05000
1,530.000 0.02000
1,555.000 0.01000
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 5.000 min
on left represents time for first value in each row.

Flow
(ft3/s)

9.00000

7.72000

3.30000

1.92000

1.85000

1.95000

1.65000

1.56000

1.19000

1.14000

1.27000

0.98000

1.13000

0.96000

1.02000

1.05000

1.01000

0.84000

0.79000

0.78000

0.77000

0.28000

0.09000

0.04000

0.02000
(N/A)
Flow
(ft3/s)

8.68000

7.40000

2.93000

1.79000

1.93000

1.95000

1.61000

1.54000

1.07000

1.22000

1.21000

1.05000

1.13000

0.92000

0.93000

1.00000

1.05000

0.82000

0.79000

0.78000

0.77000

0.21000

0.07000

0.04000

0.02000
(N/A)
Flow
(ft3/s)

8.25000

6.34000

2.64000

1.70000

1.95000

1.92000

1.59000

1.47000

1.00000

1.33000

1.12000

1.09000

1.14000

0.95000

0.89000

0.92000

1.00000

0.81000

0.79000

0.78000

0.74000

0.17000

0.06000

0.03000

0.01000
(N/A)
Flow
(ft3/s)

7.97000

4.79000

2.36000

1.65000

1.95000

1.84000

1.58000

1.37000

1.02000

1.38000

1.01000

1.11000

1.13000

1.03000

0.93000

0.88000

0.92000

0.80000

0.78000

0.61000

0.13000

0.05000

0.03000

Page 631 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Time vs. Elevation
Label: Basin 1 (OUT)
Time
(min)
Time vs. Elevation (ft)
Scenario: Scenario - 2yr 24hr
Output Time increment = 3.000 min
Time on left represents time for first value in each row.

Elevation Elevation Elevation Elevation Elevation
(ft) (ft) (ft) (ft) (ft)

0.000
2,211.50
2,211.50
2,211.50
2,211.51
2,211.51

15.000
2,211.53
2,211.54
2,211.56
2,211.58
2,211.60

30.000
2,211.62
2,211.64
2,211.66
2,211.68
2,211.70

45.000
2,211.72
2,211.74
2,211.75
2,211.77
2,211.79

60.000
2,211.81
2,211.83
2,211.84
2,211.86
2,211.87

75.000
2,211.88
2,211.89
2,211.90
2,211.90
2,211.91

90.000
2,211.91
2,211.91
2,211.92
2,211.92
2,211.92
105.000
2,211.92
2,211.93
2,211.93
2,211.93
2,211.94
120.000
2,211.95
2,211.95
2,211.96
2,211.97
2,211.98
135.000
2,211.99
2,212.00
2,212.00
2,212.01
2,212.02
150.000
2,212.03
2,212.04
2,212.05
2,212.06
2,212.07
165.000
2,212.09
2,212.10
2,212.12
2,212.14
2,212.16
180.000
2,212.18
2,212.21
2,212.23
2,212.25
2,212.27
195.000
2,212.30
2,212.32
2,212.34
2,212.37
2,212.39
210.000
2,212.41
2,212.44
2,212.46
2,212.48
2,212.51
225.000
2,212.54
2,212.57
2,212.59
2,212.63
2,212.66
240.000
2,212.69
2,212.73
2,212.77
2,212.81
2,212.85
255.000
2,212.90
2,212.94
2,212.98
2,213.03
2,213.08
270.000
2,213.13
2,213.19
2,213.24
2,213.30
2,213.36
285.000
2,213.42
2,213.48
2,213.54
2,213.60
2,213.67
300.000
2,213.73
2,213.80
2,213.87
2,213.94
2,214.00
315.000
2,214.02
2,214.04
2,214.05
2,214.07
2,214.09
330.000
2,214.10
2,214.12
2,214.14
2,214.16
2,214.18
345.000
2,214.20
2,214.22
2,214.24
2,214.27
2,214.29
360.000
2,214.31
2,214.34
2,214.36
2,214.39
2,214.41
375.000
2,214.44
2,214.46
2,214.49
2,214.51
2,214.54
390.000
2,214.56
2,214.58
2,214.60
2,214.62
2,214.65
405.000
2,214.67
2,214.69
2,214.72
2,214.74
2,214.77
420.000
2,214.79
2,214.82
2,214.85
2,214.87
2,214.90
435.000
2,214.92
2,214.95
2,214.98
2,215.00
2,215.03
450.000
2,215.05
2,215.07
2,215.10
2,215.13
2,215.15
465.000
2,215.18
2,215.21
2,215.23
2,215.26
2,215.29
480.000
2,215.32
2,215.35
2,215.39
2,215.42
2,215.45
495.000
2,215.49
2,215.52
2,215.56
2,215.59
2,215.63
510.000
2,215.66
2,215.70
2,215.74
2,215.77
2,215.81
525.000
2,215.85
2,215.89
2,215.93
2,215.97
2,216.01
540.000
2,216.05
2,216.09
2,216.13
2,216.17
2,216.21
555.000
2,216.25
2,216.30
2,216.34
2,216.39
2,216.44
570.000
2,216.49
2,216.53
2,216.58
2,216.63
2,216.67
585.000
2,216.72
2,216.77
2,216.82
2,216.87
2,216.92
600.000
2,216.97
2,217.02
2,217.07
2,217.12
2,217.16
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
Pond Pack CONNECT Edition
[10.02.00.01]

Page 10 of 55 ends

Page 632 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Time vs. Elevation Scenario: Scenario - 2yr 24hr Label: Basin 1 (OUT)
Time vs. Elevation (ft)
Output Time increment = 3.000 min
Time on left represents time for first value in each row.

Time Elevation Elevation Elevation Elevation Elevation
(min) (ft) (ft) (ft) (ft) (ft)
615.000 2,217.21 2,217.25 2,217.28 2,217.32 2,217.35
630.000 2,217.39 2,217.42 2,217.46 2,217.49 2,217.53
645.000 2,217.57 2,217.60 2,217.64 2,217.68 2,217.72
660.000 2,217.76 2,217.80 2,217.84 2,217.88 2,217.91
675.000 2,217.95 2,217.99 2,218.02 2,218.05 2,218.09
690.000 2,218.12 2,218.15 2,218.18 2,218.21 2,218.24
705.000 2,218.26 2,218.29 2,218.31 2,218.34 2,218.36
720.000 2,218.39 2,218.41 2,218.44 2,218.46 2,218.49
735.000 2,218.52 2,218.55 2,218.59 2,218.62 2,218.65
750.000 2,218.69 2,218.72 2,218.76 2,218.79 2,218.83
765.000 2,218.87 2,218.91 2,218.94 2,218.98 2,219.02
780.000 2,219.06 2,219.09 2,219.13 2,219.17 2,219.21
795.000 2,219.26 2,219.30 2,219.34 2,219.39 2,219.44
810.000 2,219.48 2,219.53 2,219.57 2,219.61 2,219.64
825.000 2,219.68 2,219.71 2,219.73 2,219.76 2,219.79
840.000 2,219.81 2,219.83 2,219.86 2,219.88 2,219.91
855.000 2,219.93 2,219.96 2,219.98 2,220.01 2,220.04
870.000 2,220.06 2,220.09 2,220.11 2,220.14 2,220.16
885.000 2,220.18 2,220.21 2,220.23 2,220.25 2,220.28
900.000 2,220.30 2,220.32 2,220.34 2,220.36 2,220.38
915.000 2,220.40 2,220.42 2,220.44 2,220.46 2,220.48
930.000 2,220.50 2,220.51 2,220.53 2,220.54 2,220.56
945.000 2,220.57 2,220.58 2,220.59 2,220.60 2,220.61
960.000 2,220.62 2,220.62 2,220.63 2,220.63 2,220.63
975.000 2,220.62 2,220.61 2,220.60 2,220.58 2,220.57
990.000 2,220.55 2,220.53 2,220.51 2,220.49 2,220.47
1,005.000 2,220.45 2,220.43 2,220.40 2,220.38 2,220.36
1,020.000 2,220.33 2,220.31 2,220.29 2,220.27 2,220.24
1,035.000 2,220.22 2,220.20 2,220.18 2,220.16 2,220.14
1,050.000 2,220.12 2,220.10 2,220.08 2,220.06 2,220.03
1,065.000 2,220.01 2,219.99 2,219.97 2,219.95 2,219.93
1,080.000 2,219.91 2,219.89 2,219.87 2,219.85 2,219.82
1,095.000 2,219.80 2,219.78 2,219.76 2,219.74 2,219.72
1,110.000 2,219.70 2,219.68 2,219.66 2,219.64 2,219.61
1,125.000 2,219.59 2,219.57 2,219.55 2,219.53 2,219.50
1,140.000 2,219.48 2,219.46 2,219.43 2,219.41 2,219.39
1,155.000 2,219.37 2,219.34 2,219.32 2,219.30 2,219.28
1,170.000 2,219.26 2,219.24 2,219.22 2,219.20 2,219.18
1,185.000 2,219.16 2,219.14 2,219.12 2,219.10 2,219.08
1,200.000 2,219.06 2,219.04 2,219.02 2,219.00 2,218.98
1,215.000 2,218.96 2,218.94 2,218.92 2,218.90 2,218.88
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 11 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 633 of 1299 ends

Time
(min)
1,230.000
1,245.000
1,260.000
1,275.000
1,290.000
1,305.000
1,320.000
1,335.000
1,350.000
1,365.000
1,380.000
1,395.000
1,410.000
1,425.000
1,440.000
1,455.000
1,470.000
1,485.000
1,500.000
1,515.000
1,530.000
1,545.000
1,560.000
1,575.000
1,590.000
1,605.000
1,620.000
1,635.000
1,650.000
1,665.000
1,680.000
1,695.000
1,710.000
1,725.000
1,740.000
1,755.000
1,770.000
1,785.000
1,800.000
1,815.000
1,830.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,218.86
2,218.77
2,218.68
2,218.59
2,218.51
2,218.43
2,218.36
2,218.29
2,218.23
2,218.17
2,218.11
2,218.06
2,218.01
2,217.96
2,217.91
2,217.87
2,217.81
2,217.75
2,217.69
2,217.63
2,217.58
2,217.53
2,217.48
2,217.43
2,217.38
2,217.33
2,217.28
2,217.24
2,217.19
2,217.14
2,217.09
2,217.05
2,217.00
2,216.95
2,216.90
2,216.85
2,216.80
2,216.75
2,216.70
2,216.65
2,216.60
Elevation
(ft)
2,218.84
2,218.75
2,218.66
2,218.58
2,218.50
2,218.42
2,218.34
2,218.28
2,218.22
2,218.16
2,218.10
2,218.05
2,218.00
2,217.95
2,217.91
2,217.85
2,217.79
2,217.73
2,217.68
2,217.62
2,217.57
2,217.52
2,217.47
2,217.42
2,217.37
2,217.32
2,217.28
2,217.23
2,217.18
2,217.13
2,217.09
2,217.04
2,216.99
2,216.94
2,216.89
2,216.84
2,216.79
2,216.74
2,216.69
2,216.64
2,216.59
Elevation
(ft)
2,218.82
2,218.73
2,218.64
2,218.56
2,218.48
2,218.40
2,218.33
2,218.27
2,218.20
2,218.14
2,218.09
2,218.04
2,217.99
2,217.94
2,217.90
2,217.84
2,217.78
2,217.72
2,217.67
2,217.61
2,217.56
2,217.51
2,217.46
2,217.41
2,217.36
2,217.31
2,217.27
2,217.22
2,217.17
2,217.12
2,217.08
2,217.03
2,216.98
2,216.93
2,216.88
2,216.83
2,216.78
2,216.73
2,216.68
2,216.63
2,216.58
Elevation
(ft)
2,218.80
2,218.72
2,218.63
2,218.54
2,218.46
2,218.39
2,218.32
2,218.25
2,218.19
2,218.13
2,218.08
2,218.03
2,217.98
2,217.93
2,217.89
2,217.83
2,217.77
2,217.71
2,217.65
2,217.60
2,217.55
2,217.50
2,217.45
2,217.40
2,217.35
2,217.30
2,217.26
2,217.21
2,217.16
2,217.11
2,217.07
2,217.02
2,216.97
2,216.92
2,216.87
2,216.82
2,216.77
2,216.72
2,216.67
2,216.62
2,216.58
Elevation
(ft)
2,218.79
2,218.70
2,218.61
2,218.53
2,218.45
2,218.37
2,218.30
2,218.24
2,218.18
2,218.12
2,218.07
2,218.02
2,217.97
2,217.92
2,217.88
2,217.82
2,217.76
2,217.70
2,217.64
2,217.59
2,217.54
2,217.49
2,217.44
2,217.39
2,217.34
2,217.29
2,217.25
2,217.20
2,217.15
2,217.10
2,217.06
2,217.01
2,216.96
2,216.91
2,216.86
2,216.81
2,216.76
2,216.71
2,216.66
2,216.61
2,216.57
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 12 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 634 of 1299 ends

Time
(min)
1,845.000
1,860.000
1,875.000
1,890.000
1,905.000
1,920.000
1,935.000
1,950.000
1,965.000
1,980.000
1,995.000
2,010.000
2,025.000
2,040.000
2,055.000
2,070.000
2,085.000
2,100.000
2,115.000
2,130.000
2,145.000
2,160.000
2,175.000
2,190.000
2,205.000
2,220.000
2,235.000
2,250.000
2,265.000
2,280.000
2,295.000
2,310.000
2,325.000
2,340.000
2,355.000
2,370.000
2,385.000
2,400.000
2,415.000
2,430.000
2,445.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,216.56
2,216.51
2,216.45
2,216.40
2,216.35
2,216.30
2,216.25
2,216.19
2,216.14
2,216.09
2,216.04
2,215.98
2,215.93
2,215.88
2,215.82
2,215.77
2,215.71
2,215.66
2,215.60
2,215.55
2,215.49
2,215.43
2,215.37
2,215.32
2,215.26
2,215.20
2,215.14
2,215.08
2,215.02
2,214.96
2,214.89
2,214.83
2,214.76
2,214.69
2,214.62
2,214.55
2,214.48
2,214.39
2,214.30
2,214.22
2,214.13
Elevation
(ft)
2,216.55
2,216.50
2,216.44
2,216.39
2,216.34
2,216.29
2,216.24
2,216.18
2,216.13
2,216.08
2,216.03
2,215.97
2,215.92
2,215.86
2,215.81
2,215.75
2,215.70
2,215.64
2,215.59
2,215.53
2,215.48
2,215.42
2,215.36
2,215.30
2,215.25
2,215.19
2,215.13
2,215.07
2,215.01
2,214.95
2,214.88
2,214.81
2,214.74
2,214.68
2,214.61
2,214.54
2,214.46
2,214.38
2,214.29
2,214.20
2,214.11
Elevation
(ft)
2,216.54
2,216.49
2,216.43
2,216.38
2,216.33
2,216.28
2,216.23
2,216.17
2,216.12
2,216.07
2,216.02
2,215.96
2,215.91
2,215.85
2,215.80
2,215.74
2,215.69
2,215.63
2,215.58
2,215.52
2,215.47
2,215.41
2,215.35
2,215.29
2,215.23
2,215.18
2,215.12
2,215.06
2,215.00
2,214.93
2,214.87
2,214.80
2,214.73
2,214.66
2,214.59
2,214.53
2,214.45
2,214.36
2,214.27
2,214.18
2,214.09
Elevation
(ft)
2,216.53
2,216.48
2,216.42
2,216.37
2,216.32
2,216.27
2,216.21
2,216.16
2,216.11
2,216.06
2,216.01
2,215.95
2,215.90
2,215.84
2,215.79
2,215.73
2,215.68
2,215.62
2,215.57
2,215.51
2,215.45
2,215.40
2,215.34
2,215.28
2,215.22
2,215.16
2,215.11
2,215.05
2,214.99
2,214.92
2,214.85
2,214.78
2,214.72
2,214.65
2,214.58
2,214.51
2,214.43
2,214.34
2,214.25
2,214.16
2,214.07
Elevation
(ft)
2,216.52
2,216.46
2,216.41
2,216.36
2,216.31
2,216.26
2,216.20
2,216.15
2,216.10
2,216.05
2,216.00
2,215.94
2,215.89
2,215.83
2,215.78
2,215.72
2,215.67
2,215.61
2,215.56
2,215.50
2,215.44
2,215.39
2,215.33
2,215.27
2,215.21
2,215.15
2,215.09
2,215.04
2,214.97
2,214.91
2,214.84
2,214.77
2,214.70
2,214.64
2,214.57
2,214.50
2,214.41
2,214.32
2,214.23
2,214.14
2,214.06
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 13 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 635 of 1299 ends

Time
(min)
2,460.000
2,475.000
2,490.000
2,505.000
2,520.000
2,535.000
2,550.000
2,565.000
2,580.000
2,595.000
2,610.000
2,625.000
2,640.000
2,655.000
2,670.000
2,685.000
2,700.000
2,715.000
2,730.000
2,745.000
2,760.000
2,775.000
2,790.000
2,805.000
2,820.000
2,835.000
2,850.000
2,865.000
2,880.000
2,895.000
2,910.000
2,925.000
2,940.000
2,955.000
2,970.000
2,985.000
3,000.000
3,015.000
3,030.000
3,045.000
3,060.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,214.04
2,213.83
2,213.54
2,213.24
2,212.95
2,212.65
2,212.37
2,212.11
2,211.87
2,211.72
2,211.63
2,211.58
2,211.55
2,211.53
2,211.52
2,211.51
2,211.51
2,211.51
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,214.02
2,213.77
2,213.48
2,213.19
2,212.89
2,212.59
2,212.32
2,212.06
2,211.84
2,211.70
2,211.62
2,211.57
2,211.54
2,211.53
2,211.52
2,211.51
2,211.51
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,214.00
2,213.72
2,213.42
2,213.13
2,212.83
2,212.53
2,212.27
2,212.01
2,211.80
2,211.68
2,211.61
2,211.56
2,211.54
2,211.52
2,211.52
2,211.51
2,211.51
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,213.95
2,213.66
2,213.36
2,213.07
2,212.77
2,212.48
2,212.22
2,211.96
2,211.77
2,211.66
2,211.60
2,211.56
2,211.54
2,211.52
2,211.51
2,211.51
2,211.51
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,213.89
2,213.60
2,213.30
2,213.01
2,212.71
2,212.42
2,212.17
2,211.91
2,211.75
2,211.65
2,211.59
2,211.55
2,211.53
2,211.52
2,211.51
2,211.51
2,211.51
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 14 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 636 of 1299 ends

Time
(min)
3,075.000
3,090.000
3,105.000
3,120.000
3,135.000
3,150.000
3,165.000
3,180.000
3,195.000
3,210.000
3,225.000
3,240.000
3,255.000
3,270.000
3,285.000
3,300.000
3,315.000
3,330.000
3,345.000
3,360.000
3,375.000
3,390.000
3,405.000
3,420.000
3,435.000
3,450.000
3,465.000
3,480.000
3,495.000
3,510.000
3,525.000
3,540.000
3,555.000
3,570.000
3,585.000
3,600.000
3,615.000
3,630.000
3,645.000
3,660.000
3,675.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 15 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 637 of 1299 ends

Time
(min)
3,690.000
3,705.000
3,720.000
3,735.000
3,750.000
3,765.000
3,780.000
3,795.000
3,810.000
3,825.000
3,840.000
3,855.000
3,870.000
3,885.000
3,900.000
3,915.000
3,930.000
3,945.000
3,960.000
3,975.000
3,990.000
4,005.000
4,020.000
4,035.000
4,050.000
4,065.000
4,080.000
4,095.000
4,110.000
4,125.000
4,140.000
4,155.000
4,170.000
4,185.000
4,200.000
4,215.000
4,230.000
4,245.000
4,260.000
4,275.000
4,290.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Elevation
(ft)
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
2,211.50
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 16 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 638 of 1299 ends

Time Elevation Elevation Elevation Elevation Elevation
(min) (ft) (ft) (ft) (ft) (ft)
4,305.000 1 2,211.50 1 2,211.50 1 2,211.50 1 2,211.50 1 2,211.50 4,320.000 2,211.50 (N/A) (N/A) (N/A) (N/A)
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 17 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 639 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Time vs. Elevation
Label: Basin 2 (OUT)
Time
(min)
Time vs. Elevation (ft)
Scenario: Scenario - 2yr 24hr
Output Time increment = 3.000 min
Time on left represents time for first value in each row.

Elevation Elevation Elevation Elevation Elevation
(ft) (ft) (ft) (ft) (ft)

0.000
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50

15.000
2,281.50
2,281.51
2,281.51
2,281.51
2,281.52

30.000
2,281.52
2,281.53
2,281.54
2,281.55
2,281.55

45.000
2,281.56
2,281.57
2,281.58
2,281.59
2,281.60

60.000
2,281.62
2,281.63
2,281.64
2,281.65
2,281.66

75.000
2,281.68
2,281.69
2,281.70
2,281.71
2,281.72

90.000
2,281.74
2,281.75
2,281.76
2,281.77
2,281.78
105.000
2,281.79
2,281.80
2,281.81
2,281.82
2,281.83
120.000
2,281.84
2,281.85
2,281.86
2,281.87
2,281.88
135.000
2,281.90
2,281.91
2,281.92
2,281.93
2,281.94
150.000
2,281.95
2,281.97
2,281.98
2,281.99
2,282.00
165.000
2,282.01
2,282.03
2,282.04
2,282.05
2,282.07
180.000
2,282.08
2,282.09
2,282.11
2,282.12
2,282.14
195.000
2,282.15
2,282.17
2,282.18
2,282.19
2,282.21
210.000
2,282.22
2,282.24
2,282.25
2,282.26
2,282.28
225.000
2,282.29
2,282.31
2,282.32
2,282.33
2,282.35
240.000
2,282.36
2,282.38
2,282.39
2,282.41
2,282.42
255.000
2,282.44
2,282.45
2,282.47
2,282.48
2,282.50
270.000
2,282.52
2,282.54
2,282.56
2,282.58
2,282.60
285.000
2,282.62
2,282.64
2,282.66
2,282.68
2,282.71
300.000
2,282.73
2,282.75
2,282.77
2,282.80
2,282.82
315.000
2,282.84
2,282.86
2,282.89
2,282.91
2,282.93
330.000
2,282.95
2,282.96
2,282.98
2,283.00
2,283.02
345.000
2,283.04
2,283.07
2,283.09
2,283.11
2,283.13
360.000
2,283.15
2,283.18
2,283.20
2,283.22
2,283.25
375.000
2,283.27
2,283.30
2,283.32
2,283.35
2,283.37
390.000
2,283.40
2,283.43
2,283.45
2,283.48
2,283.51
405.000
2,283.53
2,283.56
2,283.59
2,283.62
2,283.65
420.000
2,283.68
2,283.71
2,283.74
2,283.77
2,283.80
435.000
2,283.83
2,283.86
2,283.89
2,283.92
2,283.95
450.000
2,283.98
2,284.00
2,284.01
2,284.02
2,284.03
465.000
2,284.04
2,284.05
2,284.06
2,284.07
2,284.08
480.000
2,284.10
2,284.11
2,284.12
2,284.13
2,284.14
495.000
2,284.16
2,284.17
2,284.18
2,284.20
2,284.21
510.000
2,284.23
2,284.24
2,284.26
2,284.27
2,284.29
525.000
2,284.30
2,284.32
2,284.34
2,284.35
2,284.37
540.000
2,284.39
2,284.40
2,284.42
2,284.44
2,284.46
555.000
2,284.48
2,284.50
2,284.51
2,284.52
2,284.54
570.000
2,284.55
2,284.57
2,284.58
2,284.60
2,284.62
585.000
2,284.63
2,284.65
2,284.67
2,284.68
2,284.70
600.000
2,284.72
2,284.73
2,284.75
2,284.77
2,284.79
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
Pond Pack CONNECT Edition
[10.02.00.01]

Page 18 of 55 ends

Page 640 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Time vs. Elevation Scenario: Scenario - 2yr 24hr Label: Basin 2 (OUT)
Time vs. Elevation (ft)
Output Time increment = 3.000 min
Time on left represents time for first value in each row.

Time Elevation Elevation Elevation Elevation Elevation
(min) (ft) (ft) (ft) (ft) (ft)
615.000 2,284.80 2,284.82 2,284.84 2,284.85 2,284.87
630.000 2,284.88 2,284.90 2,284.91 2,284.92 2,284.94
645.000 2,284.95 2,284.97 2,284.98 2,285.00 2,285.01
660.000 2,285.02 2,285.04 2,285.05 2,285.06 2,285.08
675.000 2,285.09 2,285.11 2,285.12 2,285.13 2,285.15
690.000 2,285.16 2,285.17 2,285.19 2,285.20 2,285.22
705.000 2,285.23 2,285.24 2,285.26 2,285.27 2,285.28
720.000 2,285.29 2,285.31 2,285.32 2,285.33 2,285.35
735.000 2,285.36 2,285.37 2,285.39 2,285.40 2,285.42
750.000 2,285.44 2,285.45 2,285.47 2,285.49 2,285.51
765.000 2,285.53 2,285.54 2,285.56 2,285.58 2,285.60
780.000 2,285.62 2,285.64 2,285.66 2,285.68 2,285.70
795.000 2,285.73 2,285.75 2,285.77 2,285.79 2,285.82
810.000 2,285.84 2,285.87 2,285.89 2,285.92 2,285.94
825.000 2,285.96 2,285.99 2,286.01 2,286.03 2,286.05
840.000 2,286.07 2,286.09 2,286.11 2,286.13 2,286.15
855.000 2,286.16 2,286.18 2,286.20 2,286.22 2,286.24
870.000 2,286.26 2,286.28 2,286.30 2,286.32 2,286.34
885.000 2,286.36 2,286.37 2,286.39 2,286.41 2,286.43
900.000 2,286.45 2,286.47 2,286.49 2,286.51 2,286.53
915.000 2,286.54 2,286.56 2,286.58 2,286.60 2,286.61
930.000 2,286.63 2,286.65 2,286.67 2,286.68 2,286.70
945.000 2,286.72 2,286.73 2,286.75 2,286.76 2,286.78
960.000 2,286.79 2,286.80 2,286.82 2,286.83 2,286.84
975.000 2,286.85 2,286.86 2,286.87 2,286.88 2,286.88
990.000 2,286.89 2,286.89 2,286.90 2,286.90 2,286.90
1,005.000 2,286.90 2,286.91 2,286.91 2,286.91 2,286.91
1,020.000 2,286.91 2,286.91 2,286.91 2,286.91 2,286.91
1,035.000 2,286.90 2,286.90 2,286.90 2,286.90 2,286.90
1,050.000 2,286.90 2,286.90 2,286.90 2,286.90 2,286.90
1,065.000 2,286.90 2,286.89 2,286.89 2,286.89 2,286.89
1,080.000 2,286.89 2,286.89 2,286.89 2,286.89 2,286.88
1,095.000 2,286.88 2,286.88 2,286.88 2,286.88 2,286.87
1,110.000 2,286.87 2,286.87 2,286.87 2,286.87 2,286.86
1,125.000 2,286.86 2,286.86 2,286.86 2,286.85 2,286.85
1,140.000 2,286.85 2,286.84 2,286.84 2,286.84 2,286.83
1,155.000 2,286.83 2,286.83 2,286.82 2,286.82 2,286.82
1,170.000 2,286.81 2,286.81 2,286.81 2,286.80 2,286.80
1,185.000 2,286.80 2,286.79 2,286.79 2,286.79 2,286.78
1,200.000 2,286.78 2,286.78 2,286.77 2,286.77 2,286.77
1,215.000 2,286.76 2,286.76 2,286.75 2,286.75 2,286.75
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 19 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 641 of 1299 ends

Time
(min)
1,230.000
1,245.000
1,260.000
1,275.000
1,290.000
1,305.000
1,320.000
1,335.000
1,350.000
1,365.000
1,380.000
1,395.000
1,410.000
1,425.000
1,440.000
1,455.000
1,470.000
1,485.000
1,500.000
1,515.000
1,530.000
1,545.000
1,560.000
1,575.000
1,590.000
1,605.000
1,620.000
1,635.000
1,650.000
1,665.000
1,680.000
1,695.000
1,710.000
1,725.000
1,740.000
1,755.000
1,770.000
1,785.000
1,800.000
1,815.000
1,830.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,286.74
2,286.73
2,286.71
2,286.69
2,286.67
2,286.65
2,286.63
2,286.61
2,286.59
2,286.57
2,286.55
2,286.53
2,286.51
2,286.49
2,286.47
2,286.44
2,286.42
2,286.39
2,286.36
2,286.33
2,286.30
2,286.27
2,286.24
2,286.21
2,286.18
2,286.15
2,286.12
2,286.09
2,286.06
2,286.03
2,286.00
2,285.97
2,285.94
2,285.91
2,285.88
2,285.85
2,285.82
2,285.79
2,285.76
2,285.73
2,285.70
Elevation
(ft)
2,286.74
2,286.72
2,286.70
2,286.69
2,286.67
2,286.65
2,286.63
2,286.61
2,286.59
2,286.57
2,286.55
2,286.53
2,286.50
2,286.48
2,286.46
2,286.44
2,286.41
2,286.38
2,286.36
2,286.33
2,286.30
2,286.27
2,286.23
2,286.20
2,286.17
2,286.14
2,286.11
2,286.08
2,286.05
2,286.02
2,285.99
2,285.96
2,285.93
2,285.90
2,285.87
2,285.84
2,285.81
2,285.78
2,285.75
2,285.72
2,285.69
Elevation
(ft)
2,286.74
2,286.72
2,286.70
2,286.68
2,286.66
2,286.64
2,286.62
2,286.60
2,286.58
2,286.56
2,286.54
2,286.52
2,286.50
2,286.48
2,286.46
2,286.43
2,286.41
2,286.38
2,286.35
2,286.32
2,286.29
2,286.26
2,286.23
2,286.20
2,286.17
2,286.14
2,286.11
2,286.08
2,286.05
2,286.02
2,285.99
2,285.96
2,285.92
2,285.89
2,285.86
2,285.83
2,285.80
2,285.77
2,285.74
2,285.71
2,285.68
Elevation
(ft)
2,286.73
2,286.72
2,286.70
2,286.68
2,286.66
2,286.64
2,286.62
2,286.60
2,286.58
2,286.56
2,286.54
2,286.52
2,286.50
2,286.47
2,286.45
2,286.43
2,286.40
2,286.37
2,286.34
2,286.31
2,286.28
2,286.25
2,286.22
2,286.19
2,286.16
2,286.13
2,286.10
2,286.07
2,286.04
2,286.01
2,285.98
2,285.95
2,285.92
2,285.89
2,285.86
2,285.83
2,285.80
2,285.77
2,285.74
2,285.71
2,285.68
Elevation
(ft)
2,286.73
2,286.71
2,286.69
2,286.67
2,286.65
2,286.64
2,286.62
2,286.60
2,286.58
2,286.56
2,286.53
2,286.51
2,286.49
2,286.47
2,286.45
2,286.42
2,286.40
2,286.37
2,286.34
2,286.31
2,286.28
2,286.25
2,286.22
2,286.19
2,286.16
2,286.13
2,286.10
2,286.06
2,286.03
2,286.00
2,285.97
2,285.94
2,285.91
2,285.88
2,285.85
2,285.82
2,285.79
2,285.76
2,285.73
2,285.70
2,285.67
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 20 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 642 of 1299 ends

Time
(min)
1,845.000
1,860.000
1,875.000
1,890.000
1,905.000
1,920.000
1,935.000
1,950.000
1,965.000
1,980.000
1,995.000
2,010.000
2,025.000
2,040.000
2,055.000
2,070.000
2,085.000
2,100.000
2,115.000
2,130.000
2,145.000
2,160.000
2,175.000
2,190.000
2,205.000
2,220.000
2,235.000
2,250.000
2,265.000
2,280.000
2,295.000
2,310.000
2,325.000
2,340.000
2,355.000
2,370.000
2,385.000
2,400.000
2,415.000
2,430.000
2,445.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,285.67
2,285.64
2,285.61
2,285.58
2,285.55
2,285.52
2,285.49
2,285.46
2,285.43
2,285.40
2,285.37
2,285.34
2,285.31
2,285.28
2,285.26
2,285.23
2,285.20
2,285.17
2,285.14
2,285.11
2,285.09
2,285.06
2,285.03
2,285.00
2,284.97
2,284.94
2,284.91
2,284.87
2,284.84
2,284.81
2,284.78
2,284.75
2,284.72
2,284.68
2,284.65
2,284.62
2,284.59
2,284.56
2,284.53
2,284.50
2,284.46
Elevation
(ft)
2,285.66
2,285.63
2,285.60
2,285.57
2,285.54
2,285.51
2,285.48
2,285.45
2,285.43
2,285.40
2,285.37
2,285.34
2,285.31
2,285.28
2,285.25
2,285.22
2,285.19
2,285.16
2,285.14
2,285.11
2,285.08
2,285.05
2,285.02
2,285.00
2,284.96
2,284.93
2,284.90
2,284.87
2,284.83
2,284.80
2,284.77
2,284.74
2,284.71
2,284.68
2,284.65
2,284.62
2,284.59
2,284.56
2,284.53
2,284.49
2,284.45
Elevation
(ft)
2,285.65
2,285.62
2,285.60
2,285.57
2,285.54
2,285.51
2,285.48
2,285.45
2,285.42
2,285.39
2,285.36
2,285.33
2,285.30
2,285.27
2,285.24
2,285.22
2,285.19
2,285.16
2,285.13
2,285.10
2,285.07
2,285.05
2,285.02
2,284.99
2,284.96
2,284.92
2,284.89
2,284.86
2,284.83
2,284.80
2,284.77
2,284.73
2,284.70
2,284.67
2,284.64
2,284.61
2,284.58
2,284.55
2,284.52
2,284.49
2,284.44
Elevation
(ft)
2,285.65
2,285.62
2,285.59
2,285.56
2,285.53
2,285.50
2,285.47
2,285.44
2,285.41
2,285.38
2,285.35
2,285.33
2,285.30
2,285.27
2,285.24
2,285.21
2,285.18
2,285.15
2,285.13
2,285.10
2,285.07
2,285.04
2,285.01
2,284.98
2,284.95
2,284.92
2,284.89
2,284.85
2,284.82
2,284.79
2,284.76
2,284.73
2,284.70
2,284.67
2,284.64
2,284.60
2,284.57
2,284.54
2,284.51
2,284.48
2,284.43
Elevation
(ft)
2,285.64
2,285.61
2,285.58
2,285.55
2,285.53
2,285.50
2,285.47
2,285.44
2,285.41
2,285.38
2,285.35
2,285.32
2,285.29
2,285.26
2,285.23
2,285.20
2,285.18
2,285.15
2,285.12
2,285.09
2,285.06
2,285.04
2,285.01
2,284.98
2,284.94
2,284.91
2,284.88
2,284.85
2,284.82
2,284.78
2,284.75
2,284.72
2,284.69
2,284.66
2,284.63
2,284.60
2,284.57
2,284.54
2,284.51
2,284.47
2,284.43
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 21 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 643 of 1299 ends

Time
(min)
2,460.000
2,475.000
2,490.000
2,505.000
2,520.000
2,535.000
2,550.000
2,565.000
2,580.000
2,595.000
2,610.000
2,625.000
2,640.000
2,655.000
2,670.000
2,685.000
2,700.000
2,715.000
2,730.000
2,745.000
2,760.000
2,775.000
2,790.000
2,805.000
2,820.000
2,835.000
2,850.000
2,865.000
2,880.000
2,895.000
2,910.000
2,925.000
2,940.000
2,955.000
2,970.000
2,985.000
3,000.000
3,015.000
3,030.000
3,045.000
3,060.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,284.42
2,284.38
2,284.34
2,284.30
2,284.25
2,284.21
2,284.18
2,284.14
2,284.10
2,284.06
2,284.02
2,283.94
2,283.81
2,283.69
2,283.57
2,283.45
2,283.34
2,283.23
2,283.12
2,283.02
2,282.92
2,282.83
2,282.74
2,282.65
2,282.57
2,282.50
2,282.43
2,282.37
2,282.31
2,282.26
2,282.20
2,282.16
2,282.11
2,282.06
2,282.02
2,281.98
2,281.95
2,281.92
2,281.88
2,281.86
2,281.83
Elevation
(ft)
2,284.41
2,284.37
2,284.33
2,284.29
2,284.25
2,284.21
2,284.17
2,284.13
2,284.09
2,284.05
2,284.01
2,283.91
2,283.78
2,283.66
2,283.54
2,283.43
2,283.32
2,283.21
2,283.10
2,283.00
2,282.90
2,282.81
2,282.72
2,282.64
2,282.56
2,282.48
2,282.42
2,282.36
2,282.30
2,282.25
2,282.19
2,282.15
2,282.10
2,282.06
2,282.02
2,281.98
2,281.94
2,281.91
2,281.88
2,281.85
2,281.82
Elevation
(ft)
2,284.40
2,284.36
2,284.32
2,284.28
2,284.24
2,284.20
2,284.16
2,284.12
2,284.08
2,284.04
2,284.00
2,283.88
2,283.76
2,283.64
2,283.52
2,283.40
2,283.29
2,283.19
2,283.08
2,282.98
2,282.89
2,282.79
2,282.71
2,282.62
2,282.54
2,282.47
2,282.41
2,282.35
2,282.29
2,282.23
2,282.18
2,282.14
2,282.09
2,282.05
2,282.01
2,281.97
2,281.93
2,281.90
2,281.87
2,281.84
2,281.82
Elevation
(ft)
2,284.39
2,284.35
2,284.31
2,284.27
2,284.23
2,284.19
2,284.15
2,284.11
2,284.07
2,284.03
2,283.99
2,283.86
2,283.73
2,283.61
2,283.50
2,283.38
2,283.27
2,283.16
2,283.06
2,282.96
2,282.87
2,282.78
2,282.69
2,282.61
2,282.53
2,282.46
2,282.39
2,282.33
2,282.28
2,282.22
2,282.17
2,282.13
2,282.08
2,282.04
2,282.00
2,281.96
2,281.93
2,281.90
2,281.87
2,281.84
2,281.81
Elevation
(ft)
2,284.39
2,284.34
2,284.30
2,284.26
2,284.22
2,284.18
2,284.14
2,284.10
2,284.07
2,284.03
2,283.96
2,283.83
2,283.71
2,283.59
2,283.47
2,283.36
2,283.25
2,283.14
2,283.04
2,282.94
2,282.85
2,282.76
2,282.67
2,282.59
2,282.51
2,282.44
2,282.38
2,282.32
2,282.27
2,282.21
2,282.16
2,282.12
2,282.07
2,282.03
2,281.99
2,281.96
2,281.92
2,281.89
2,281.86
2,281.83
2,281.81
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 22 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 644 of 1299 ends

Time
(min)
3,075.000
3,090.000
3,105.000
3,120.000
3,135.000
3,150.000
3,165.000
3,180.000
3,195.000
3,210.000
3,225.000
3,240.000
3,255.000
3,270.000
3,285.000
3,300.000
3,315.000
3,330.000
3,345.000
3,360.000
3,375.000
3,390.000
3,405.000
3,420.000
3,435.000
3,450.000
3,465.000
3,480.000
3,495.000
3,510.000
3,525.000
3,540.000
3,555.000
3,570.000
3,585.000
3,600.000
3,615.000
3,630.000
3,645.000
3,660.000
3,675.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,281.80
2,281.78
2,281.76
2,281.74
2,281.72
2,281.71
2,281.69
2,281.68
2,281.66
2,281.65
2,281.64
2,281.63
2,281.62
2,281.61
2,281.60
2,281.60
2,281.59
2,281.58
2,281.58
2,281.57
2,281.56
2,281.56
2,281.56
2,281.55
2,281.55
2,281.54
2,281.54
2,281.54
2,281.53
2,281.53
2,281.53
2,281.53
2,281.53
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.51
2,281.51
Elevation
(ft)
2,281.80
2,281.78
2,281.76
2,281.74
2,281.72
2,281.70
2,281.69
2,281.67
2,281.66
2,281.65
2,281.64
2,281.63
2,281.62
2,281.61
2,281.60
2,281.59
2,281.59
2,281.58
2,281.57
2,281.57
2,281.56
2,281.56
2,281.55
2,281.55
2,281.55
2,281.54
2,281.54
2,281.54
2,281.53
2,281.53
2,281.53
2,281.53
2,281.53
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.51
2,281.51
Elevation
(ft)
2,281.80
2,281.77
2,281.75
2,281.73
2,281.72
2,281.70
2,281.69
2,281.67
2,281.66
2,281.65
2,281.64
2,281.63
2,281.62
2,281.61
2,281.60
2,281.59
2,281.59
2,281.58
2,281.57
2,281.57
2,281.56
2,281.56
2,281.55
2,281.55
2,281.55
2,281.54
2,281.54
2,281.54
2,281.53
2,281.53
2,281.53
2,281.53
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.51
2,281.51
Elevation
(ft)
2,281.79
2,281.77
2,281.75
2,281.73
2,281.71
2,281.70
2,281.68
2,281.67
2,281.66
2,281.64
2,281.63
2,281.62
2,281.61
2,281.61
2,281.60
2,281.59
2,281.58
2,281.58
2,281.57
2,281.57
2,281.56
2,281.56
2,281.55
2,281.55
2,281.55
2,281.54
2,281.54
2,281.54
2,281.53
2,281.53
2,281.53
2,281.53
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.51
2,281.51
Elevation
(ft)
2,281.79
2,281.76
2,281.75
2,281.73
2,281.71
2,281.69
2,281.68
2,281.67
2,281.65
2,281.64
2,281.63
2,281.62
2,281.61
2,281.60
2,281.60
2,281.59
2,281.58
2,281.58
2,281.57
2,281.57
2,281.56
2,281.56
2,281.55
2,281.55
2,281.54
2,281.54
2,281.54
2,281.54
2,281.53
2,281.53
2,281.53
2,281.53
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.52
2,281.51
2,281.51
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 23 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 645 of 1299 ends

Time
(min)
3,690.000
3,705.000
3,720.000
3,735.000
3,750.000
3,765.000
3,780.000
3,795.000
3,810.000
3,825.000
3,840.000
3,855.000
3,870.000
3,885.000
3,900.000
3,915.000
3,930.000
3,945.000
3,960.000
3,975.000
3,990.000
4,005.000
4,020.000
4,035.000
4,050.000
4,065.000
4,080.000
4,095.000
4,110.000
4,125.000
4,140.000
4,155.000
4,170.000
4,185.000
4,200.000
4,215.000
4,230.000
4,245.000
4,260.000
4,275.000
4,290.000
Fairway Canyon_v2.ppc
8/26/2024
Elevation
(ft)
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
Elevation
(ft)
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
Elevation
(ft)
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
Elevation
(ft)
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
Elevation
(ft)
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.51
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
2,281.50
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 24 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 646 of 1299 ends

Time Elevation Elevation Elevation Elevation Elevation
(min) (ft) (ft) (ft) (ft) (ft)
4,305.000 1 2,281.50 1 2,281.50 1 2,281.50 1 2,281.50 1 2,281.50 4,320.000 2,281.50 (N/A) (N/A) (N/A) (N/A)
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 25 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 647 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Time vs. Volume Scenario: Scenario - 2yr 24hr Label: Basin 1
Time vs. Volume (ft3)
Time
(min)
Output Time increment = 3.000 min
Time on left represents time for first value in each row.

Volume Volume Volume Volume Volume
(ft3) (ft3) (ft3) (ft3) (ft3)

0.000

14.000

59.000
138.000

15.000
252.000
389.000
540.000
706.000
885.000

30.000
1,078.000
1,276.000
1,469.000
1,657.000
1,835.000

45.000
2,004.000
2,165.000
2,322.000
2,482.000
2,650.000

60.000
2,825.000
3,000.000
3,164.000
3,308.000
3,427.000

75.000
3,518.000
3,589.000
3,648.000
3,697.000
3,740.000

90.000
3,776.000
3,808.000
3,836.000
3,861.000
3,883.000
105.000
3,902.000
3,921.000
3,945.000
3,981.000
4,033.000
120.000
4,101.000
4,179.000
4,259.000
4,340.000
4,418.000
135.000
4,494.000
4,565.000
4,635.000
4,705.000
4,777.000
150.000
4,851.000
4,929.000
5,015.000
5,115.000
5,237.000
165.000
5,383.000
5,547.000
5,722.000
5,907.000
6,098.000
180.000
6,293.000
6,493.000
6,696.000
6,902.000
7,110.000
195.000
7,322.000
7,535.000
7,750.000
7,966.000
8,183.000
210.000
8,401.000
8,621.000
8,840.000
9,061.000
9,276.000
225.000
9,497.000
9,721.000
9,952.000
10,200.000
10,468.000
240.000
10, 759.000
11,067.000
11, 388.000
11, 717.000
12,052.000
255.000
12,392.000
12,740.000
13,097.000
13,471.000
13,867.000
270.000
14,287.000
14,726.000
15,179.000
15,641.000
16,110.000
285.000
16, 584.000
17,065.000
17, 553.000
18,055.000
18, 580.000
300.000
19,128.000
19,691.000
20,251.000
20,792.000
21,365.000
315.000
21,779.000
22,174.000
22,563.000
22,958.000
23,368.000
330.000
23,796.000
24,241.000
24,704.000
25,190.000
25,705.000
345.000
26,250.000
26,822.000
27,413.000
28,021.000
28,644.000
360.000
29,282.000
29,935.000
30,609.000
31,312.000
32,049.000
375.000
32,824.000
33,630.000
34,464.000
35,185.000
35,851.000
390.000
36,529.000
37,223.000
37,934.000
38,670.000
39,438.000
405.000
40,238.000
41,066.000
41,918.000
42,790.000
43,681.000
420.000
44,589.000
45,514.000
46,456.000
47,414.000
48,386.000
435.000
49,374.000
50,380.000
51,408.000
52,455.000
53,395.000
450.000
54,360.000
55,350.000
56,360.000
57,397.000
58,463.000
465.000
59,560.000
60,684.000
61,835.000
63,015.000
64,228.000
480.000
65,475.000
66,755.000
68,070.000
69,432.000
70,851.000
495.000
72,328.000
73,800.000
75,273.000
76,772.000
78,293.000
510.000
79,832.000
81,391.000
82,972.000
84,583.000
86,227.000
525.000
87,907.000
89,619.000
91,360.000
93,135.000
94,929.000
540.000
96,682.000
98,471.000
100,297.000
102,174.000
104,111.000
555.000
106,109.000
108,160.000
110, 2 56.000
112, 399.000
114, 589.000
570.000
116,827.000
119, 027.000
121, 228.000
123,471.000
125, 757.000
585.000
128, 086.000
130,455.000
132,861.000
135,309.000
137,802.000
600.000
140, 340.000
142,855.000
145, 299.000
147, 667.000
149,912.000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
Pond Pack CONNECT Edition
[10.02.00.01]

Page 26 of 55 ends

Page 648 of 1299 ends

Fairway Canyon 4C 2yr Proposed Conditions
Subsection: Time vs. Volume Scenario: Scenario - 2yr 24hr Label: Basin 1
Time vs. Volume (ft3)
Output Time increment = 3.000 min
Time on left represents time for first value in each row.

Time Volume Volume Volume Volume Volume
(min) (ft3) (ft3) (ft3) (ft3) (ft3)
615.000 152,021.000 154, 02 5.000 155,936.000 157,781.000 159,590.000 630.000 161, 3 70.000 163,138.000 164, 924.000 166, 769.000 168, 642.000 645.000 170, 589.000 172, 598.000 174, 640.000 176, 702.000 178, 773.000 660.000 180,848.000 182,921.000 184,984.000 187, 028.000 189, 045.000 675.000 191, 031.000 192,989.000 194,870.000 196, 685.000 198,471.000 690.000 200,230.000 201,957.000 203,645.000 205,279.000 206,849.000 705.000 208,353.000 209,804.000 211,220.000 212,613.000 213,995.000 720.000 215,370.000 216,751.000 218,167.000 219,668.000 221,295.000 735.000 223,003.000 224,797.000 226,659.000 228,578.000 230,543.000 750.000 232,548.000 234,586.000 236,656.000 238,765.000 240,921.000 765.000 243,122.000 245,357.000 247,615.000 249,898.000 252,155.000 780.000 254,392.000 256,662.000 258,979.000 261,379.000 263,886.000 795.000 266,508.000 269,217.000 271,980.000 274,785.000 277,617.000 810.000 280,471.000 283,243.000 285,902.000 288,414.000 290,711.000 825.000 292,772.000 294,650.000 296,413.000 298,087.000 299,697.000 840.000 301,253.000 302,775.000 304,293.000 305,839.000 307,441.000 855.000 309,109.000 310,825.000 312,560.000 314,269.000 315,927.000 870.000 317,569.000 319,199.000 320,819.000 322,431.000 324,036.000 885.000 325,633.000 327,219.000 328,792.000 330,342.000 331,863.000 900.000 333,355.000 334,820.000 336,261.000 337,673.000 339,053.000 915.000 340,402.000 341,722.000 343,015.000 344,276.000 345,503.000 930.000 346,696.000 347,813.000 348,874.000 349,862.000 350,756.000 945.000 351,555.000 352,277.000 352,949.000 353,581.000 354,185.000 960.000 354,764.000 355,288.000 355,689.000 355,860.000 355,715.000 975.000 355,235.000 354,496.000 353,594.000 352,570.000 351,460.000 990.000 350,279.000 349,042.000 347,755.000 346,401.000 344,963.000 1,005.000 343,482.000 341,969.000 340,434.000 338,881.000 337,317.000 1,020.000 335,743.000 334,168.000 332,602.000 331,064.000 329,566.000 1,035.000 328,111.000 326,691.000 325,293.000 323,913.000 322,545.000 1,050.000 321,189.000 319,841.000 318,503.000 317,175.000 315,857.000 1,065.000 314,549.000 313,234.000 311,880.000 310,521.000 309,152.000 1,080.000 307,770.000 306,381.000 304,991.000 303,603.000 302,220.000 1,095.000 300,843.000 299,474.000 298,114.000 296,763.000 295,422.000 1,110.000 294,090.000 292,765.000 291,443.000 290,116.000 288,779.000 1,125.000 287,430.000 286,072.000 284,706.000 283,328.000 281,935.000 1,140.000 280,479.000 279,004.000 277,535.000 276,084.000 274,660.000 1,155.000 273,264.000 271,895.000 270,551.000 269,238.000 267,962.000 1,170.000 266,721.000 265,508.000 264,310.000 263,118.000 261,922.000 1,185.000 260,721.000 259,515.000 258,306.000 257,087.000 255,856.000 1,200.000 254,612.000 253,362.000 252,118.000 250,885.000 249,630.000 1,215.000 248,409.000 247,215.000 246,043.000 244,892.000 243,759.000 Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 27 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 649 of 1299 ends

Time Volume Volume Volume Volume Volume
(min) (ft3) (ft3) (ft3) (ft3) (ft3)
1,230.000 242,643.000 241,543.000 240,459.000 239,389.000 238,332.000 1,245.000 237,290.000 236,260.000 235,237.000 234,211.000 233,178.000 1,260.000 232,135.000 231,092.000 230,059.000 229,045.000 228,058.000 1,275.000 227,099.000 226,164.000 225,242.000 224,322.000 223,398.000 1,290.000 222,466.000 221,525.000 220,564.000 219,628.000 218,725.000 1,305.000 217,857.000 217,017.000 216,193.000 215,375.000 214,556.000 1,320.000 213,732.000 212,912.000 212,105.000 211,321.000 210,568.000 1,335.000 209,846.000 209,148.000 208,465.000 207,786.000 207,101.000 1,350.000 206,411.000 205,720.000 205,032.000 204,350.000 203,676.000 1,365.000 203,010.000 202,353.000 201,706.000 201,067.000 200,439.000 1,380.000 199, 822.000 199, 215.000 198, 618.000 198, 030.000 197, 452.000 1,395.000 196,884.000 196, 326.000 195, 776.000 195, 236.000 194, 706.000 1,410.000 194,18 5.000 193, 667.000 193,138.000 192, 613.000 192, 09 5.000 1,425.000 191, 582.000 191, 074.000 190, 5 72.000 190, 075.000 189, 584.000 1,440.000 189, 098.000 188, 614.000 188,122.000 187, 607.000 187, 056.000 1,45 5.000 186,467.000 185,850.000 185, 219.000 184, 577.000 183,931.000 1,470.000 183, 284.000 182, 636.000 181, 990.000 181, 347.000 180, 707.000 1,485.000 180, 072.000 179,441.000 178,815.000 178,193.000 177, 577.000 1,500.000 176,966.000 176,361.000 175,761.000 175,168.000 174,581.000 1,515.000 174,001.000 173,427.000 172,858.000 172,295.000 171,738.000 1,530.000 171,185.000 170,638.000 170,098.000 169,564.000 169,035.000 1,545.000 168, 513.000 167,995.000 167,484.000 166,974.000 166,454.000 1,560.000 165,935.000 165,419.000 164,905.000 164, 393.000 163,883.000 1,575.000 163,375.000 162,870.000 162,366.000 161,864.000 161,365.000 1,590.000 160,867.000 160,372.000 159,878.000 159,387.000 158,897.000 1,605.000 158,409.000 157,924.000 157,440.000 156,959.000 156,479.000 1,620.000 156,001.000 155,525.000 155,051.000 154,575.000 154,092.000 1,635.000 153,609.000 153,127.000 152,645.000 152,163.000 151,683.000 1,650.000 151, 202.000 150,722.000 150,243.000 149, 764.000 149, 28 5.000 1,665.000 148,807.000 148, 329.000 147,852.000 147, 375.000 146,899.000 1,680.000 146,423.000 145,947.000 145,472.000 144,997.000 144, 523.000 1,695.000 144,050.000 143,576.000 143,104.000 142,631.000 142,159.000 1,710.000 141,691.000 141,198.000 140,709.000 140,221.000 139,733.000 1,725.000 139, 245.000 138, 758.000 138, 272.000 137, 786.000 137, 300.000 1,740.000 136,815.000 136, 330.000 13 5,846.000 135,363.000 134,880.000 1,755.000 134, 397.000 133,915.000 133,433.000 132,952.000 132,471.000 1,770.000 131, 991.000 131, 512.000 131, 032.000 130,554.000 130,076.000 1,785.000 129, 598.000 129,121.000 128, 644.000 128,168.000 127, 692.000 1,800.000 127, 216.000 126, 742.000 126, 267.000 125,793.000 125,320.000 1,815.000 124,847.000 124, 375.000 123,903.000 123,432.000 122,961.000 1,830.000 122, 490.000 122, 020.000 121, 5 51.000 121, 082.000 120, 613.000 Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 28 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 650 of 1299 ends

Time
(min)
1,845.000
1,860.000
1,875.000
1,890.000
1,905.000
1,920.000
1,935.000
1,950.000
1,965.000
1,980.000
1,995.000
2,010.000
2,025.000
2,040.000
2,055.000
2,070.000
2,085.000
2,100.000
2,115.000
2,130.000
2,145.000
2,160.000
2,175.000
2,190.000
2,205.000
2,220.000
2,235.000
2,250.000
2,265.000
2,280.000
2,295.000
2,310.000
2,325.000
2,340.000
2,355.000
2,370.000
2,385.000
2,400.000
2,415.000
2,430.000
2,445.000
Fairway Canyon_v2.ppc
8/26/2024
Volume
(ft3)
120,145.000
117,812.000
115,382.000
112,950.000
110,531.000
108,126.000
105,734.000
103,354.000
100,988.000
98,636.000
96,296.000
93,933.000
91,491.000
89,063.000
86,651.000
84,253.000
81,869.000
79,500.000
77,146.000
74,807.000
72,458.000
70,013.000
67,584.000
65,171.000
62,775.000
60,394.000
58,030.000
55,681.000
53,348.000
50,822.000
48,218.000
45,700.000
43,265.000
40,914.000
38,643.000
36,453.000
34,212.000
31,560.000
29,037.000
26,640.000
24,367.000
Volume
(ft3)
119,678.000
117,337.000
114,895.000
112,465.000
110,049.000
107,646.000
105,257.000
102,880.000
100,517.000
98,167.000
95,829.000
93,444.000
91,004.000
88,580.000
86,170.000
83,775.000
81,394.000
79,028.000
76,677.000
74,341.000
71,968.000
69,526.000
67,100.000
64,691.000
62,297.000
59,920.000
57,559.000
55,213.000
52,883.000
50,294.000
47,707.000
45,206.000
42,788.000
40,453.000
38,199.000
36,024.000
33,671.000
31,045.000
28,548.000
26,176.000
23,926.000
Volume
(ft3)
119,211.000
116,848.000
114,408.000
111,981.000
109,568.000
107,167.000
104,780.000
102,406.000
100,046.000
97,698.000
95,364.000
92,955.000
90,518.000
88,097.000
85,690.000
83,297.000
80,920.000
78,557.000
76,209.000
73,875.000
71,478.000
69,039.000
66,617.000
64,211.000
61,821.000
59,447.000
57,088.000
54,746.000
52,419.000
49,770.000
47,200.000
44,716.000
42,315.000
39,996.000
37,758.000
35,599.000
33,136.000
30,535.000
28,063.000
25,716.000
23,491.000
Volume
(ft3)
118,744.000
116,359.000
113,921.000
111,497.000
109,086.000
106,689.000
104,304.000
101,933.000
99,575.000
97,230.000
94,898.000
92,466.000
90,033.000
87,614.000
85,210.000
82,821.000
80,446.000
78,086.000
75,741.000
73,410.000
70,989.000
68,554.000
66,135.000
63,732.000
61,345.000
58,974.000
56,618.000
54,279.000
51,888.000
49,249.000
46,697.000
44,229.000
41,845.000
39,542.000
37,320.000
35,176.000
32,605.000
30,031.000
27,584.000
25,261.000
23,060.000
Volume
(ft3)
118,278.000
115,870.000
113,435.000
111,014.000
108,606.000
106,211.000
103,829.000
101,461.000
99,105.000
96,763.000
94,424.000
91,978.000
89,548.000
87,132.000
84,731.000
82,345.000
79,973.000
77,616.000
75,274.000
72,946.000
70,501.000
68,069.000
65,653.000
63,253.000
60,869.000
58,501.000
56,149.000
53,813.000
51,353.000
48,732.000
46,196.000
43,746.000
41,378.000
39,091.000
36,885.000
34,757.000
32,080.000
29,531.000
27,110.000
24,812.000
22,634.000
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 29 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 651 of 1299 ends

Time Volume Volume Volume Volume Volume
(min) (ft3) (ft3) (ft3) (ft3) (ft3)
2,460.000 22,213.000 21,796.000 21,384.000 20,853.000 20,384.000 2,475.000 19,914.000 19,445.000 18,975.000 18, 506.000 18,037.000 2,490.000 17, 567.000 17,095.000 16,618.000 16,141.000 15,663.000 2,505.000 15,186.000 14,708.000 14,231.000 13,754.000 13,276.000 2,520.000 12,799.000 12,322.000 11,844.000 11,367.000 10,889.000 2,535.000 10,412.000 9,935.000 9,457.000 8,986.000 8,508.000 2,550.000 8,030.000 7,552.000 7,074.000 6,596.000 6,118.000 2,565.000 5,640.000 5,162.000 4,684.000 4,226.000 3,809.000 2,580.000 3,434.000 3,095.000 2,791.000 2,516.000 2,269.000 2,595.000 2,046.000 1,845.000 1,664.000 1,501.000 1,354.000 2,610.000 1,222.000 1,102.000 995.000 898.000 811.000
2,625.000 732.000 662.000 598.000 540.000 489.000
2,640.000 442.000 400.000 362.000 328.000 297.000
2,655.000 269.000 244.000 222.000 202.000 183.000
2,670.000 167.000 152.000 139.000 127.000 116.000
2,685.000 106.000 97.000 89.000 82.000 76.000
2,700.000 70.000 65.000 60.000 56.000 52.000
2,715.000 49.000 46.000 43.000 40.000 38.000
2,730.000 36.000 34.000 32.000 31.000 30.000
2,745.000 28.000 27.000 26.000 25.000 25.000
2,760.000 24.000 23.000 23.000 22.000 22.000
2,775.000 21.000 21.000 20.000 20.000 20.000
2,790.000 20.000 19.000 19.000 19.000 19.000
2,805.000 19.000 19.000 18.000 18.000 18.000
2,820.000 18.000 18.000 18.000 18.000 18.000
2,835.000 18.000 18.000 18.000 18.000 18.000
2,850.000 18.000 18.000 18.000 17.000 17.000
2,865.000 17.000 17.000 17.000 17.000 17.000
2,880.000 17.000 17.000 17.000 17.000 17.000
2,895.000 17.000 17.000 17.000 17.000 17.000
2,910.000 17.000 17.000 17.000 17.000 17.000
2,925.000 17.000 17.000 17.000 17.000 17.000
2,940.000 17.000 17.000 17.000 17.000 17.000
2,955.000 17.000 17.000 17.000 17.000 17.000
2,970.000 17.000 17.000 17.000 17.000 17.000
2,985.000 17.000 17.000 17.000 17.000 17.000
3,000.000 17.000 17.000 17.000 17.000 17.000
3,015.000 17.000 17.000 17.000 17.000 17.000
3,030.000 17.000 17.000 17.000 17.000 17.000
3,045.000 17.000 17.000 17.000 17.000 17.000
3,060.000 17.000 17.000 17.000 17.000 17.000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 30 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 652 of 1299 ends

Time Volume Volume Volume Volume Volume
(min) (ft3) (ft3) (ft3) (ft3) (ft3)
3,075.000 17.000 17.000 17.000 17.000 17.000
3,090.000 17.000 17.000 17.000 17.000 17.000
3,105.000 17.000 17.000 17.000 17.000 17.000
3,120.000 17.000 17.000 17.000 17.000 17.000
3,135.000 17.000 17.000 17.000 17.000 17.000
3,150.000 17.000 17.000 17.000 17.000 17.000
3,165.000 17.000 17.000 17.000 17.000 17.000
3,180.000 17.000 17.000 17.000 17.000 17.000
3,195.000 17.000 17.000 17.000 17.000 17.000
3,210.000 17.000 17.000 17.000 17.000 17.000
3,225.000 17.000 17.000 17.000 17.000 17.000
3,240.000 17.000 17.000 17.000 17.000 17.000
3,255.000 17.000 17.000 17.000 17.000 17.000
3,270.000 17.000 17.000 17.000 17.000 17.000
3,285.000 17.000 17.000 17.000 17.000 17.000
3,300.000 17.000 17.000 17.000 17.000 17.000
3,315.000 17.000 17.000 17.000 17.000 17.000
3,330.000 17.000 17.000 17.000 17.000 17.000
3,345.000 17.000 17.000 17.000 17.000 17.000
3,360.000 17.000 17.000 17.000 17.000 17.000
3,375.000 17.000 17.000 17.000 17.000 17.000
3,390.000 17.000 17.000 17.000 17.000 17.000
3,405.000 17.000 17.000 17.000 17.000 17.000
3,420.000 17.000 17.000 17.000 17.000 17.000
3,435.000 17.000 17.000 17.000 17.000 17.000
3,450.000 17.000 17.000 17.000 17.000 17.000
3,465.000 17.000 17.000 17.000 17.000 17.000
3,480.000 17.000 17.000 17.000 17.000 17.000
3,495.000 17.000 17.000 17.000 17.000 17.000
3,510.000 17.000 17.000 17.000 17.000 17.000
3,525.000 17.000 17.000 17.000 17.000 17.000
3,540.000 17.000 17.000 17.000 17.000 17.000
3,555.000 17.000 17.000 17.000 17.000 17.000
3,570.000 17.000 17.000 17.000 17.000 17.000
3,585.000 17.000 17.000 17.000 17.000 17.000
3,600.000 17.000 17.000 17.000 17.000 17.000
3,615.000 17.000 17.000 17.000 17.000 17.000
3,630.000 17.000 17.000 17.000 17.000 17.000
3,645.000 17.000 17.000 17.000 17.000 17.000
3,660.000 17.000 17.000 17.000 17.000 17.000
3,675.000 17.000 17.000 17.000 17.000 17.000
Fairway Canyon_v2.ppc
8/26/2024
Bentley Systems, Inc. Haestad Methods Solution PondPack CONNECT Edition Center [10.02.00.01]
27 Siemon Company Drive Suite 200 W Page 31 of 55
Watertown, CT 06795 USA +1-203-755-1666

Page 653 of 1299 ends

Beaumont City CouncilOctober 1, 2024

Beaumont City Council
October 1, 2024