HomeMy WebLinkAboutDrainage Reports - 01/19/2024G a•' O�� 5265 Ronald Reagan Blvd , Suite 210
Y Johnstown, CO 80534
� � 970.800.3300 • GallowayUS.com
To: Wes Lamarque, PE
City of Fort Collins
From
Date
Re:
Matthew Pepin, PE
Galloway, Inc.
06/20/2023
Memorandum
City of Fort Collins Approved Plans
Approved by: Wes Lamarque
Date: 1 /19/2024
Bloom Filing 1 Amendment - Drainage Modifications
To Mr. Lamarque,
Bloom Filing 1 required revisions that would include a modified pond, an added pond, and
modifications to associated storm infrastructure. This memorandum is to help provide
information on the changes from the approved Bloom F1 Final Drainage Report for the stated
Amendment.
Pond Modification / Addition
Pond G was initially approved to provide 9.5 ac-ft of volume and release at a rate of 17.6 cfs.
This pond is being split into two separate ponds to allow for increased development within the
piece of land where Pond G initially was planned. Pond G will now be reduced to a volume of
4.8 ac-ft and releasing at 13.5 cfs. A second pond, Pond G1, will be located on the western
part of the site. Pond G1 will provide 5.1 ac-ft of volume and release at 4.4 cfs. This would
increase the amount of total flow existing both ponds from the original by 0.2 cfs. In order to
maintain a maximum of 22.3 cfs releasing into the southern part of the Cooper Slough outfall,
Pond I's flow will be restricted from 0.35 cfs to 0.15 cfs.
Storm Infrastructure
The associated basin that were tributary to the effected modification storm infrastructure are
labeled as A-G1, A-G2,...A-G6. Inlet calculations were added for these basins as well. An
updated StormCAD output for the effected storm lines has been included a part of this memo.
Tailwater conditions were set based on the 100-year WSEL for the major storm event and a
free outfall condition in the minor event. Note: there is HGL surcharging from SD Inlet L1.5
and SD Inlet L1. The HGL at this location is .27 higher than the RIM at the MH of SD MH
L1.4. This equates to 3.24 inches and would remain within the ROW, not impacting the lots.
Storm Infrastructure incorporating Bloom F2
In order to take into account LID's within Bloom F2, there is another modification to the storm
pipe infrastructure. A concern of too much flow entering the LID in the major storm events
would cause damage needed to be mitigated. To prevent this from happening, a manhole
would split flow from outfalling into the LID and by passing downstream to outFall into the EDB
(Pond E). This flow split would have flow entering into the LID at a maximum of 15.5 cfs in the
major storm event. The flow split is achieved by having the smaller 15" pipe sit lower than the
larger pipe, restricting flow for the minor event to only pass through the 15" pipe. The flow
rate allowing for all flow in the minor storm event to enter the LID at a flow rate of 12.02 cfs.
HFH22 - Memorandum F1 Amendment.docx
Page 1 of 2
Bloom Filing 1
06/20/2023
CONCLUSION
The modifications to the site will not change the overall design intent that was originally
approved with Bloom F1 Drainage Report.
Sincerely, D�p,DO L/�F�
GALLOWAY p�, :�NEWJ.;p••. s�
C.� '� F.o':, O
:'� 2':
60198
� ;� ;' �
O,�` ''•• : ' �
.�
Matthew Pepin, PE SS�ONALE�G
Civil Project Engineer
MatthewPepin@Gallowayus.com 01 /02/2024
HFH22 - Memorandum F1 Amendment.docx
Galloway & Company, Inc. Page 2 of 2
BASIN SUMMARY TABLE
Tributary Area CZ C�oo tc � 2-Year tc � 100-Year QZ Q�oo
Sub-basin (acres) (min) (min) (cfs) (cfs)
D1 1.37 0.59 0.73 10.8 8.4 1.7 8.5
D2 3.29 0.59 0.74 15.9 15.9 3.6 15.5
D3 1.11 0.69 0.86 10.2 7.4 1.7 8.5
D3.1 0.71 0.60 0.75 132 10.7 1.3 4.0
D4 1.04 0.60 0.75 10.8 8.4 1.3 6.6
D5 1.13 0.62 0.77 12.8 10.3 1.4 6.6
D6 1.32 0.63 0.78 13.8 11.3 1.6 7.7
D7 1.57 0.62 0.78 12.8 10.3 2.0 9.4
D8 1.24 0.60 0.75 6.4 5.4 2.0 9.1
D8.1 0.17 0.79 0.99 8.1 5.0 0.3 1.7
D9 1.56 0.63 0.79 6.9 6.0 2.6 11.8
D10 0.54 0.72 0.91 7.8 5.0 1.0 4.9
D11 1.15 0.65 0.81 9.6 6.9 1.7 8.5
D 12 1.48 0.64 0.80 11.6 9.4 2.0 9.4
D 13 0.97 0.20 0.26 11.9 11.9 0.4 1.8
D 14 0.75 0.70 0.87 6.2 5.0 1.4 6.5
D 15 0.70 0.59 0.74 8.3 7.1 1.0 4.7
D15.1 0.93 0.63 0.79 10.7 9.4 1.3 5.9
D 16 1.06 0.72 0.91 6.2 5.0 2.1 9.5
D 17 1.07 0.72 0.90 6.2 5.0 2.1 9.6
D18 0.37 0.25 0.31 13.1 13.1 0.2 0.8
D 19 0.62 0.79 0.99 13.3 11.4 1.0 4.5
D20 0.60 0.82 1.00 9.2 7.5 1.1 5.3
D21 1.60 0.19 0.23 15.1 15.1 0.6 2.4
D22 0.24 0.15 0.19 5.6 5.5 0.1 0.4
D23 0.68 0.43 0.53 9.8 8.7 0.7 3.0
D24 3.02 0.15 0.19 5.0 5.0 1.3 5.6
OS1 0.70 0.44 0.55 9.0 7.8 0.7 3.3
OS2 0.54 0.35 0.44 9.0 8.1 0.4 2.0
OS3 0.85 0.33 0.41 12.4 11.8 0.6 2.6
OS4 0.29 0.46 0.57 5.0 5.0 0.4 1.7
OS5 0.15 0.79 0.99 5.0 5.0 0.3 1.5
OS6 0.43 0.60 0.75 8.2 7.2 0.6 2.9
OS7 0.41 0.57 0.72 8.4 7.4 0.6 2.6
H:\Hartford Homes\HFHLV0001.01 Timberline Vine Dr\3. Pem�it ConsY Docs\3.04 Grading-Drainage Studies\3.04.2 Proposed Drainage Reporfs-
Info�Hydrology\Rational\H FHL V 0001.01 _Drainage_Calcs_Templatey2.0-CoFC.xls
E1 1.07 0.72 0.90 6.6 5.0 2.0 9.6
E2 0.96 0.76 0.95 6.0 5.0 2.0 9.1
E3 0.80 0.68 0.85 10.7 9.4 1.2 5.4
E3.1 0.80 0.68 0.85 10.7 9.4 1.2 5.4
E4 0.40 0.22 0.28 10.3 9.8 0.2 0.9
E5 1.07 0.72 0.90 5.0 5.0 2.2 9.5
E6 0.63 0.68 0.85 7.9 6.8 1.1 4.9
E7 1.03 0.74 0.92 5.0 5.0 2.2 9.5
E8 0.35 0.21 0.27 10.4 9.9 0.2 0.7
E9 1.07 0.72 0.90 5.0 5.0 2.2 9.6
E10 1.03 0.74 0.93 5.0 5.0 2.2 9.5
E11 0.40 0.55 0.68 8.8 7.9 0.5 2.3
E11.1 0.34 0.68 0.85 7.9 6.7 0.6 2.7
E12 0.44 0.79 0.99 7.2 5.9 0.9 4.1
E12.1 0.21 0.94 1.00 5.0 5.0 0.6 2.1
E13 0.59 0.15 0.19 10.1 9.8 0.2 0.9
E14 0.30 0.65 0.81 8.8 6.5 0.5 2.2
E14.1 1.30 0.80 1.00 10.0 10.0 2.3 10.0
E 15 0.57 0.82 1.00 14.4 12.3 0.9 4.1
E15.1 0.56 0.80 1.00 10.0 10.0 1.0 4.3
E16 1.00 0.15 0.19 14.8 14.8 0.3 1.2
E17 0.59 0.65 0.81 9.2 7.6 0.9 4.2
E17.1 0.40 0.55 0.69 10.1 8.8 0.5 2.3
E18 0.41 0.55 0.69 7.8 6.6 0.6 2.6
E19 2.72 0.80 1.00 10.0 10.0 4.8 21.0
E20 0.74 0.76 0.95 15.7 15.7 1.0 4.5
E20.1 0.23 0.76 0.96 8.5 7.0 0.4 2.0
E21 1.04 0.20 0.26 14.0 14.0 0.4 1.8
E22 0.99 0.76 0.96 5.0 5.0 0.4 9.4
E23 0.99 0.77 0.96 5.0 5.0 2.2 9.4
E24 0.73 0.54 0.67 12.8 11.6 0.8 3.6
E24.1 0.36 0.67 0.84 11.6 9.4 0.5 2.4
E25 0.74 0.78 0.98 14.0 13.3 1.1 5.0
E25.1 0.19 0.62 0.78 9.8 8.5 0.3 1.2
E26 2.39 0.80 1.00 10.0 10.0 0.3 18.5
E26.1 0.72 0.80 1.00 10.0 10.0 1.3 5.5
E27 0.33 0.69 0.86 6.5 5.0 0.6 2.9
E28 0.84 0.76 0.95 14.6 14.6 1.2 5.3
E29 1.77 0.15 0.19 5.0 5.0 0.8 3.3
E30 1.04 0.77 0.97 15.7 15.7 1.5 6.4
A-G 1 1.91 0.71 0.88 18.6 18.6 2.3 9.9
A-G2 0.20 0.76 0.94 5.0 5.0 0.4 1.9
A-G3 1.15 0.78 0.98 16.5 16.5 1.6 7.0
A-G4 1.15 0.79 0.99 17.7 17.7 1.6 6.9
A-G5 0.87 0.54 0.68 13.4 13.0 0.9 4.1
A-G6 0.83 0.58 0.73 11.1 10.0 1.0 4.6
G5 0.34 0.77 0.96 9.0 7.6 0.6 2.9
G6 0.37 0.77 0.96 9.0 7.6 0.7 3.1
G6.1 0.45 0.77 0.96 9.0 7.6 0.8 3.8
G7.1 0.42 0.81 1.00 8.7 7.3 0.8 3.7
G7 0.46 0.78 0.98 6.8 5.4 0.9 4.4
G8 0.48 0.78 0.97 6.9 5.5 1.0 4.5
H 1 0.44 0.77 0.97 7.3 5.9 0.0 4.1
H:\Hartford Homes\HFHLV0001.01 Timberline Vine Dr\3. Pem�it ConsY Docs\3.04 Grading-Drainage Studies\3.04.2 Proposed Drainage Reporfs-
Info�Hydrology\Rational\H FHL V 0001.01 _Drainage_Calcs_Templatey2.0-CoFC.xls
H2 O.53 0.77 0.96 7.3 5.9 0.9 4.9
H3 0.92 0.80 1.00 7.3 5.8 1.0 8.8
H4 1.02 0.80 0.99 7.4 5.9 1.9 9.7
H:\Hartford Homes\HFHLV0001.01 Timberline Vine Dr\3. Pem�it ConsY Docs\3.04 Grading-Drainage Studies\3.04.2 Proposed Drainage Reporfs-
Info�Hydrology\Rational\H FHL V 0001.01 _Drainage_Calcs_Templatey2.0-CoFC.xls
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Page 1 of 1
Scenario: 2 Year
Current Time Step: 0.000 h
FlexTable: GAL Manhole
Elevation Hydraulic Hydraulic Energy Energy
Elevation Grade Grade Grade Grade Headloss
Label (Rim) (ft) �� (ft)rt� Line (In) Line Line (In) Line (ft)
(ft) (Out) (ft) (ft) (Out) (ft)
SD INLET K2 4,936.80 4,932.19 4,932.93 4,932.93 4,933.01 4,933.01 0.02
SD INLET K1 4,936.80 4,931.97 4,932.72 4,932.65 4,932.93 4,932.86 0.11
SDMH L1.1 (Storm L) 4,938.88 4,928.43 4,931.35 4,930.99 4,932.27 4,931.91 0.55
SDMH L1.2 (Storm L) 4,938.70 4,929.78 4,932.55 4,932.25 4,933.27 4,932.97 0.44
SDMH L1.3 (Storm L) 4,937.81 4,930.46 4,933.27 4,933.27 4,933.29 4,933.29 0.00
SDMH L1.1A 4,936.99 4,929.62 4,930.31 4,930.28 4,930.54 4,930.51 0.07
SD INLET L1.2A 4,936.70 4,930.72 4,931.52 4,931.45 4,931.78 4,931.70 0.13
SD INLET L1.3A 4,936.58 4,931.40 4,932.09 4,932.09 4,932.33 4,932.33 0.05
SDMH L1.4 (Storm L) 4,936.27 4,931.10 4,933.30 4,933.29 4,933.31 4,933.30 0.01
SD INLET L1 (PUBLIC) (Storm L) 4,936.17 4,931.88 4,933.30 4,933.30 4,933.33 4,933.33 0.00
SD INLET L1.5 (Storm L) 4,936.17 4,931.83 4,933.30 4,933.30 4,933.32 4,933.32 0.00
STUB L1.2-1 4,936.12 4,931.03 4,933.35 4,933.35 4,934.38 4,934.38 0.00
STUB L1.1-1 4,936.27 4,930.19 4,932.25 4,932.25 4,932.30 4,932.30 0.00
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\OCIV\Drain Reports\Prop\Hydraulics\FDP_F1\StormCAD\HFH022_Storm F1
Amendment.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/2zyvz4ui.xml 5/9/2023
Page 1 of 1
Scenario: 2 Year
Current Time Step: 0.000 h
FlexTable: GAL Outfall
Flow Elevation
Elevation Elevation (Total Boundary (User
Label (Invert) �Rim) (ft) Out) Condition Type Defined
(ft) (cfs) Tailwater)
(ft)
SD FES K 4,931.58 4,935.41 3.13 User Defined Tailwater 4,931.26
SD FES L1.0 (Storm L) 4,928.10 4,932.48 70.75 User Defined Tailwater 4,929.42
SD FES L1A 4,928.21 4,931.50 3.12 User Defined Tailwater 4,929.42
H:\Hartforci Homes\CO Fort Collins HFH22 - Mulberry\OCIV\Drain Reports\Prop\Hydraulics\FDP_F1
\StormCAD\HFH022_Storm F1 Amendment.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/Ovbqbcj e.xml 5/9/2023
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Page 1 of 1
Scenario: 100 Year
Current Time Step: 0.000 h
FlexTable: GAL Manhole
Elevation Hydraulic Hydraulic Energy Energy
Elevation Grade Grade Grade Grade Headloss
Label (Rim) (ft) �� (ft)rt� Line (In) Line Line (In) Line (ft)
(ft) (Out) (ft) (ft) (Out) (ft)
SD INLET K2 4,936.80 4,932.19 4,936.80 4,936.80 4,936.90 4,936.90 0.00
SD INLET K1 4,936.80 4,931.97 4,936.59 4,936.53 4,936.79 4,936.72 0.10
SDMH L1.1 (Storm L) 4,938.88 4,928.43 4,933.92 4,933.57 4,934.77 4,934.42 0.52
SDMH L1.2 (Storm L) 4,938.70 4,929.78 4,935.55 4,935.30 4,936.19 4,935.93 0.38
SDMH L1.3 (Storm L) 4,937.81 4,930.46 4,936.27 4,936.27 4,936.41 4,936.41 0.00
SDMH L1.1A 4,936.99 4,929.62 4,933.59 4,933.55 4,933.89 4,933.85 0.10
SD INLET L1.2A 4,936.70 4,930.72 4,934.47 4,934.17 4,935.44 4,935.14 0.49
SD INLET L1.3A 4,936.58 4,931.40 4,935.75 4,935.75 4,936.58 4,936.58 0.17
SDMH L1.4 (Storm L) 4,936.27 4,931.10 4,936.54 4,936.46 4,936.68 4,936.60 0.11
SD INLET L1 (PUBLIC) (Storm L) 4,936.17 4,931.88 4,936.17 4,936.17 4,936.34 4,936.34 0.00
SD INLET L1.5 (Storm L) 4,936.17 4,931.83 4,936.17 4,936.17 4,936.37 4,936.37 0.00
STUB L1.2-1 4,936.12 4,931.03 4,935.63 4,935.63 4,937.48 4,937.48 0.00
STUB L1.1-1 4,936.27 4,930.19 4,934.75 4,934.75 4,934.82 4,934.82 0.00
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\OCIV\Drain Reports\Prop\Hydraulics\FDP_F1\StormCAD\HFH022_Storm F1
Amendment.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/doijrrk�c.xml 5/9/2023
Page 1 of 1
Scenario: 100 Year
Current Time Step: 0.000 h
FlexTable: GAL Outfall
Flow Elevation
Elevation (User
Elevation (Total Boundary
Label (Invert) �Rim) (ft) Out) Condition Type Defined
�ft� (cfs) Tailwater)
(ft)
SD FES K 4,931.58 4,935.41 10.92 User Defined Tailwater 4,936.25
SD FES L1.0 (Storm L) 4,928.10 4,932.48 144.70 User Defined Tailwater 4,933.15
SD FES L1A 4,928.21 4,931.50 13.85 User Defined Tailwater 4,933.15
H:\Hartforci Homes\CO Fort Collins HFH22 - Mulberry\OCIV\Drain Reports\Prop\Hydraulics\FDP_F1
\StormCAD\HFH022_Storm F1 Amendment.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/eogfdv33.xm1 5/9/2023
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Page 1 of 1
Scenario: 100 Year
Current Time Step: 0.000 h
FlexTable: GAL Manhole
Elevation Elevation Hydraulic Hydraulic Energy Energy Headloss
Label Grade Line Grade Line Grade Line Grade Line
(Rim) (ft) (Invert) (ft) (In) (ft) (Out) (ft) (In) (ft) (Out) (ft) �ft�
MH-1 4,948.00 4,942.82 4,947.75 4,947.75 4,947.83 4,947.83 0.02
MH-33 4,946.64 4,939.74 4,945.30 4,945.26 4,945.80 4,945.76 0.14
SDMH 12 4,947.01 4,937.75 4,944.50 4,944.40 4,945.12 4,945.02 0.22
SDMH 12-A.1 4,946.69 4,937.55 4,945.10 4,945.10 4,945.26 4,945.26 0.03
SDMH 12-A.2 4,946.46 4,938.26 4,945.90 4,945.87 4,946.16 4,946.13 0.09
SDMH 12-A.3 4,946.72 4,940.69 4,946.21 4,946.15 4,946.50 4,946.44 0.12
SDMH 12-A.4 4,947.44 4,941.40 4,946.61 4,946.58 4,946.75 4,946.72 0.06
SDMH 12-A.5 4,947.84 4,941.90 4,947.20 4,947.01 4,947.51 4,947.32 0.25
SDMH 12-A.6 4,948.96 4,942.57 4,947.65 4,947.60 4,947.73 4,947.68 0.06
H:\H\Hartford Homes\CO Fort Collins HFH22 - Mulberry\OCIV�Drain Reports\Prop\Hydraulics\FDP_F1
\StormCAD\HFH022_Storm E_Split_Amendment F1.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/oglfwcqi.xml 6/20/2023
Page 1 of 1
Scenario: 100 Year
Current Time Step: 0.000 h
FlexTable: GAL Outfall
Flow Elevation
Elevation Elevation (Total Boundary (User
Label (Invert) �Rim) (ft) Out) Condition Type Defined
(ft) (cfs) Tailwater)
(ft)
SD FES I(Storm I) 4,939.01 4,945.07 111.60 User Defined Tailwater 4,944.11
O-4 4,939.52 4,937.55 15.46 User Defined Tailwater 4,944.50
H:\H1Hartford Homes\CO Fort Collins HFH22 - Mulberry\OCIV�Drain Reports\Prop\Hydraulics\FDP_F1
\StormCAD\HFH022_Storm E_Split_Amendment F1.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/hyugttla.xml 6/20/2023
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Page 1 of 1
Scenario: 2 Year
Current Time Step: 0.000
FlexTable: GAL Manhole
Elevation Elevation Hydraulic Hydraulic Energy Energy Headloss
Label Grade Line Grade Line Grade Line Grade Line
(Rim) (ft) (Invert) (ft) (In) (ft) (Out) (ft) (In) (ft) (Out) (ft) �ft�
MH-1 4,948.00 4,942.82 4,943.01 4,943.01 4,943.11 4,943.11 0.02
MH-33 4,946.64 4,939.74 4,941.09 4,941.09 4,941.46 4,941.45 0.07
SDMH 12 4,947.01 4,937.75 4,939.03 4,939.03 4,939.12 4,939.12 0.02
SDMH 12-A.1 4,946.69 4,937.55 (N/A) (N/A) (N/A) (N/A) 0.00
SDMH 12-A.2 4,946.46 4,938.26 4,941.43 4,941.43 4,941.69 4,941.69 0.05
SDMH 12-A.3 4,946.72 4,940.69 4,941.69 4,941.67 4,941.89 4,941.86 0.06
SDMH 12-A.4 4,947.44 4,941.40 4,942.08 4,942.04 4,942.36 4,942.32 0.10
SDMH 12-A.5 4,947.84 4,941.90 4,942.61 4,942.45 4,942.87 4,942.71 0.21
SDMH 12-A.6 4,948.96 4,942.57 4,942.94 4,942.89 4,943.01 4,942.96 0.06
H:\H\Hartford Homes\CO Fort Collins HFH22 - Mulberry\OCIV�Drain Reports\Prop\Hydraulics\FDP_F1
\StormCAD\HFH022_Storm E_Split_Amendment F1.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/hj2dpjxz.xml 6/20/2023
Page 1 of 1
Scenario: 2 Year
Current Time Step: 0.000 h
FlexTable: GAL Outfall
Flow Elevation
Elevation Boundary (User
Elevation (Total
Label (Invert) (Rim) (ft) Out) Condition Defined
�ft� (cfs) Type Tailwater)
(ft)
SD FES I(Storm I) 4,939.01 4,945.07 23.24 Free Outfall -
O-4 4,939.52 4,937.55 12.01 Free OutFall -
H:\H1Hartford Homes\CO Fort Collins HFH22 - Mulberry\OCIV�Drain Reports\Prop\Hydraulics\FDP_F1
\StormCAD\HFH022_Storm E_Split_Amendment F1.stsw
file:///C:/Users/matthew�epin/AppData/LocaUTemp/Bentley/StormCAD/mmt4vwtr.xinl 6/20/2023
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***2-Year Storm Event***
EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.3)
------------------------------------------------------------
****************
Analysis Options
****************
Flow Units ...............
Process Models:
Rainfall/Runoff ........
RDII ...................
Snowmelt ...............
Groundwater ............
Flow Routing ...........
Ponding Allowed ........
Water Quality ..........
Infiltration Method ......
Flow Routing Method ......
Starting Date ............
Ending Date ..............
Antecedent Dry Days ......
Report Time Step .........
Wet Time Step ............
Dry Time Step ............
Routing Time Step ........
CFS
YES
NO
NO
NO
YES
NO
NO
HORTON
KINWAVE
03/19/2021 00:00:00
03/20/2021 00:00:00
0.0
00:15:00
00:05:00
01:00:00
30.00 sec
**************************
Runoff Quantity Continuity
**************************
Total Precipitation ......
Evaporation Loss .........
Infiltration Loss ........
Surface Runoff ...........
Final Storage ............
Continuity Error (%) .....
**************************
Flow Routing Continuity
**************************
Dry Weather Inflow .......
Wet Weather Inflow .......
Groundwater Inflow .......
RDII Inflow ..............
External Inflow ..........
External Outflow .........
Flooding Loss ............
Volume
acre-feet
18.191
0.000
5.155
11.762
1.334
-0.330
Volume
acre-feet
o cc.
.
o cc.
. .o.
o co.
c :o•
o cc.
Depth
inches
0.978
0.000
0.277
0.633
0.072
Volume
10^6 gal
. occ
. occ
i LGi
. occ
. occ
Evaporation Loss .........
Exfiltration Loss ........
Initial Stored Volume ....
Final Stored Volume ......
Continuity Error (%) .....
********************************
Highest Flow Instability Indexes
********************************
Link Pond_C_Outlet (54)
*************************
Routing Time Step Summary
*************************
Minimum Time Step .
Average Time Step .
Maximum Time Step .
% of Time in Steady State .
Average Iterations per Step :
% of Steps Not Converging .
***************************
Subcatchment Runoff Summary
***************************
: ...
c .00
o co.
, •.
. ..
. oc
c ..
0 oc
c o.
o.
c o.
. ooc
o .oc
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------------------------------------------------------------------------------------
------------------------------------------
Total Total Total Total Impery
Pery Total Total Peak Runoff
Precip Runon Evap Infil Runoff
Runoff Runoff Runoff Runoff Coeff
Subcatchment in in in in in
in in 10^6 gal CFS
------------------------------------------------------------------------------------
------------------------------------------
A 0.98 0.00 0.00 0.29 0.62
0.00 0.62 0.94 35.83 0.631
D 0.98 0.00 0.00 0.51 0.42
0.00 0.43 0.43 23.47 0.435
E 0.98 0.00 0.00 0.38 0.54
0.00 0.54 0.39 16.91 0.551
C 0.98 0.00 0.00 0.10 0.79
0.00 0.80 0.48 22.13 0.813
G 0.98 0.00 0.00 0.10 0.79
0.00 0.80 0.42 20.75 0.814
H 0.98 0.00 0.00 0.19 0.71
o ..
o ..
. ..
.
. .
. .
o ..
0.71
0.62
0.71
0.72
0.27
0.80
******************
Node Depth Summary
******************
0.32 21.49
0.98
0.26 13.91
0.98
0.12 9.41
0.98
0.02 2.01
0.98
0.02 1.59
0.98
0.44 22.00
c
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. .o
0.29
0.19
0.20
0.69
0.10
0.62
0.71
0.70
0.22
0.79
---------------------------------------------------------------------------------
Average Maximum Maximum Time of Max Reported
Depth Depth HGL Occurrence Max Depth
Node Type Feet Feet Feet days hr:min Feet
---------------------------------------------------------------------------------
J2 JUNCTION 0.00 0.00 4935.00 0 00:00 0.00
J1 JUNCTION 0.00 0.00 4943.00 0 00:00 0.00
J3 JUNCTION 0.00 0.00 4927.00 0 00:00 0.00
J4 JUNCTION 0.00 0.00 4923.00 0 00:00 0.00
Peakview Storm Stub OUTFALL 0.00 0.00 4922.94 0 00:00 0.00
CooperSlough OUTFALL 0.00 0.00 4938.00 0 00:00 0.00
Lake Canal OUTFALL 0.00 0.00 0.00 0 00:00 0.00
CooperSloughNorth OUTFALL 0.00 0.00 4940.00 0 00:00 0.00
01 OUTFALL 0.00 0.00 0.00 0 00:00 0.00
Pond A STORAGE 0.51 2.30 4947.80 0 02:11 2.30
Pond B STORAGE 0.97 2.80 4945.30 0 04:58 2.80
Pond C STORAGE 0.24 2.49 4940.99 0 01:16 2.49
Pond D STORAGE 0.86 1.03 4945.03 0 03:24 1.03
Pond E STORAGE 0.28 1.11 4937.11 0 01:59 1.11
Pond G STORAGE 0.51 3.01 4931.01 0 01:35 3.01
Pond H STORAGE 0.48 2.36 4925.36 0 01:58 2.36
Pond I STORAGE 2.49 2.87 4925.37 0 02:58 2.87
Fut CommercialPond STORAGE 0.10 0.19 4924.19 0 02:07 0.18
Pond G1 STORAGE 0.56 2.27 2.27 0 02:11 2.27
*******************
Node Inflow Summary
*******************
------------------------------------------------------------------------------------
Maximum Maximum Lateral
Total
Inflow
Volume
Node
gal
Flow
Balance
Error
Percent
Type
Lateral
Inflow
CFS
Total Time of Max
Inflow Occurrence
CFS days hr:min
Inflow
Volume
10^6 gal
10^6
------------------------------------------------------------------------------------
J2 JUNCTION 0.00 0.35 0 03:24 0
0.198 0.000
J1 JUNCTION 0.00 0.35 0 03:24 0
0.198 0.000
J3 JUNCTION 0.00 7.77 0 01:35 0
0.82 0.000
J4 JUNCTION 0.00 9.99 0 01:39 0
1.15 0.000
Peakview Storm Stub OUTFALL 0.00 9.99 0 01:39 0
1.15 0.000
CooperSlough OUTFALL 0.00 12.69 0 01:30 0
1.87 0.000
Lake Canal OUTFALL 0.00 0.10 0 02:58 0
0.0588 0.000
CooperSloughNorth OUTFALL 0.00 0.00 0 00:00 0
0 0.000 gal
01 OUTFALL 0.00 2.56 0 02:11 0
0.443 0.000
Pond A STORAGE 35.83 35.83 0 00:45 0.938
0.938 0.069
Pond B STORAGE 13.91 17.84 0 00:45 0.258
1.2 0.021
Pond C STORAGE 22.13 22.13 0 00:45 0.475
0.475 0.072
Pond D STORAGE 23.47 23.47 0 00:40 0.429
0.429 -0.002
Pond E STORAGE 16.91 16.91 0 00:45 0.389
0.389 0.058
Pond G STORAGE 22.57 22.80 0 00:40 0.439
0.821 0.057
Pond H STORAGE 21.49 21.49 0 00:40 0.321
0.321 0.071
Pond I STORAGE 9.41 9.41 0 00:40 0.124
0.124 0.000
Fut CommercialPond STORAGE 1.59 1.59 0 00:40 0.0155
0.0155 -0.004
Pond G1 STORAGE 22.00 22.00 0 00:45 0.443
0.443 0.058
*********************
Node Flooding Summary
*********************
No nodes were flooded.
**********************
Storage Volume Summary
**********************
------------------------------------------------------------------------------------
Max Maximum
Occurrence Outflow
Storage Unit
hr:min CFS
Average Avg Evap Exfil
Volume Pcnt Pcnt Pcnt
1000 ft3 Full Loss Loss
Maximum Max
Volume Pcnt
1000 ft3 Full
Time of
days
------------------------------------------------------------------------------------
Pond_A 10.714 1.9 0.0 0.0 70.020 12.7 0
02:11 6.56
Pond_B 14.711 4.4 0.0 0.0 53.442 15.9 0
04:58 5.09
Pond_C 1.141 0.6 0.0 0.0 19.947 11.0 0
01:16 8.11
Pond_D 41.008 10.3 0.0 0.0 52.428 13.2 0
03:24 0.35
Pond_E 7.177 2.4 0.0 0.0 30.543 10.1 0
01:59 3.20
Pond_G 2.492 1.2 0.0 0.0 25.454 12.1 0
01:35 7.77
Pond_H 4.597 2.3 0.0 0.0 28.178 14.0 0
01:58 2.19
Pond_I 11.848 11.3 0.0 0.0 15.361 14.6 0
02:58 0.10
Fut CommercialPond 0.957 3.2 0.0 0.0 1.850 6.2 0
02:07 0.05
Pond_G1 6.908 3.1 0.0 0.0 38.755 17.6 0
02:11 2.56
***********************
Outfall Loading Summary
***********************
-----------------------------------------------------------
Flow Avg Max Total
Freq Flow Flow Volume
Outfall Node Pcnt CFS CFS 10^6 gal
-----------------------------------------------------------
Peakview Storm Stub 99.55 1.79 9.99 1.153
CooperSlough 99.55 2.90 12.69 1.867
Lake_Canal 99.03 0.09 0.10 0.059
CooperSloughNorth 0.00 0.00 0.00 0.000
01 98.72 0.69 2.56 0.443
-----------------------------------------------------------
System 79.37 5.48 25.28 3.522
********************
Link Flow Summary
********************
-----------------------------------------------------------------------------
Maximum Time of Max Maximum Max/ Max/
�Flow� Occurrence �Veloc� Full Full
Link Type CFS days hr:min ft/sec Flow Depth
-----------------------------------------------------------------------------
C1 DUMMY 0.35 0 03:24
C2 DUMMY 0.35 0 03:24
C3 DUMMY 7.77 0 01:35
C4 DUMMY 9.99 0 01:39
Pond H Outlet ORIFICE 2.19 0 01:58 0.00
Pond D Outlet ORIFICE 0.35 0 03:24 0.00
Pond E Outlet ORIFICE 3.20 0 01:59 0.00
Pond B Outlet ORIFICE 5.09 0 04:58 0.00
Pond C Outlet ORIFICE 8.11 0 01:16 0.00
Pond A Outlet ORIFICE 6.56 0 02:11 0.00
PondG Outlet ORIFICE 7.77 0 01:35 0.00
Pond I Outlet ORIFICE 0.10 0 02:58 0.00
C5 ORIFICE 0.05 0 02:07 0.00
PondG1 Outlet ORIFICE 2.56 0 02:11 0.00
*************************
Conduit Surcharge Summary
*************************
No conduits were surcharged.
Analysis begun on: Tue May 9 16:24:04 2023
Analysis ended on: Tue May 9 16:24:04 2023
Total elapsed time: < 1 sec
***100-Year Storm Event***
EPA STORM WATER MANAGEMENT MODEL - VERSION 5.2 (Build 5.2.3)
------------------------------------------------------------
****************
Analysis Options
****************
Flow Units ...............
Process Models:
Rainfall/Runoff ........
RDII ...................
Snowmelt ...............
Groundwater ............
Flow Routing ...........
Ponding Allowed ........
Water Quality ..........
Infiltration Method ......
Flow Routing Method ......
Starting Date ............
Ending Date ..............
Antecedent Dry Days ......
Report Time Step .........
Wet Time Step ............
Dry Time Step ............
Routing Time Step ........
CFS
YES
NO
NO
NO
YES
NO
NO
HORTON
KINWAVE
03/19/2021 00:00:00
03/20/2021 00:00:00
0.0
00:15:00
00:05:00
01:00:00
30.00 sec
**************************
Runoff Quantity Continuity
**************************
Total Precipitation ......
Evaporation Loss .........
Infiltration Loss ........
Surface Runoff ...........
Final Storage ............
Continuity Error (%) .....
**************************
Flow Routing Continuity
**************************
Dry Weather Inflow .......
Wet Weather Inflow .......
Groundwater Inflow .......
RDII Inflow ..............
External Inflow ..........
External Outflow .........
Flooding Loss ............
Volume
acre-feet
68.225
0.000
10.547
56.639
1.335
-0.433
Volume
acre-feet
o cc.
. . •
o cc.
. .o.
o co.
.�
o co.
Depth
inches
3.669
0.000
0.567
3.046
0.072
Volume
10^6 gal
. occ
: �
. occ
i LGi
. occ
..
. occ
Evaporation Loss .........
Exfiltration Loss ........
Initial Stored Volume ....
Final Stored Volume ......
Continuity Error (%) .....
********************************
Highest Flow Instability Indexes
********************************
Link Pond_C_Outlet (53)
*************************
Routing Time Step Summary
*************************
Minimum Time Step .
Average Time Step .
Maximum Time Step .
% of Time in Steady State .
Average Iterations per Step :
% of Steps Not Converging .
***************************
Subcatchment Runoff Summary
***************************
o ...
c .00
o co.
, •�
. oc
c ..
0 oc
c o.
o.
c o.
i GGG
o .oc
. ooc
------------------------------------------------------------------------------------
------------------------------------------
Total Total Total Total Impery
Pery Total Total Peak Runoff
Precip Runon Evap Infil Runoff
Runoff Runoff Runoff Runoff Coeff
Subcatchment in in in in in
in in 10^6 gal CFS
------------------------------------------------------------------------------------
------------------------------------------
A 3.67 0.00 0.00 0.62 2.51
0.48 2.99 4.55 233.48 0.815
D 3.67 0.00 0.00 1.14 1.72
0.77 2.49 2.52 144.67 0.679
E 3.67 0.00 0.00 0.84 2.19
0.59 2.78 2.01 108.80 0.758
C 3.67 0.00 0.00 0.15 3.23
0.22 3.45 2.06 138.82 0.939
G 3.67 0.00 0.00 0.15 3.23
0.22 3.45 1.83 129.25 0.940
H 3.67 0.00 0.00 0.31 2.87
0.43
B
0.56
I
0.44
S4
0.52
S5
1.77
G1
0.22
3.30
3.08
3.31
3.32
2.67
3.45
******************
Node Depth Summary
******************
1.49
1.28
0.58
0.08
0.15
1.92
119.43
3.67
85.59
3.67
49.26
3.67
8.81
3.67
19.35
3.67
136.89
. •..
o .o
.
0 00
. •.
o .o
. •..
o .o
. .
o .o
. •�.
. .o
o .o
. .o
o .o
. .o
0.54
0.30
0.29
1.01
0.15
2.51
2.88
2.80
0.90
3.23
---------------------------------------------------------------------------------
Average Maximum Maximum Time of Max Reported
Depth Depth HGL Occurrence Max Depth
Node Type Feet Feet Feet days hr:min Feet
---------------------------------------------------------------------------------
J2 JUNCTION 0.00 0.00 4935.00 0 00:00 0.00
J1 JUNCTION 0.00 0.00 4943.00 0 00:00 0.00
J3 JUNCTION 0.00 0.00 4927.00 0 00:00 0.00
J4 JUNCTION 0.00 0.00 4923.00 0 00:00 0.00
Peakview Storm Stub OUTFALL 0.00 0.00 4922.94 0 00:00 0.00
CooperSlough OUTFALL 0.00 0.00 4938.00 0 00:00 0.00
Lake Canal OUTFALL 0.00 0.00 0.00 0 00:00 0.00
CooperSloughNorth OUTFALL 0.00 0.00 4940.00 0 00:00 0.00
01 OUTFALL 0.00 0.00 0.00 0 00:00 0.00
Pond A STORAGE 3.18 6.54 4952.04 0 02:36 6.53
Pond B STORAGE 6.13 7.11 4949.61 0 11:54 7.11
Pond C STORAGE 1.24 5.94 4944.44 0 02:07 5.93
Pond D STORAGE 3.87 4.29 4948.29 0 03:36 4.28
Pond E STORAGE 1.54 5.17 4941.17 0 02:22 5.16
Pond G STORAGE 3.14 7.98 4935.98 0 02:23 7.98
Pond H STORAGE 3.46 8.00 4931.00 0 02:17 8.00
Pond I STORAGE 5.30 5.60 4928.10 0 03:05 5.60
Fut CommercialPond STORAGE 1.19 1.93 4925.93 0 02:09 1.92
Pond G1 STORAGE 3.33 5.99 5.99 0 02:25 5.99
*******************
Node Inflow Summary
*******************
------------------------------------------------------------------------------------
Maximum Maximum Lateral
Total
Inflow
Volume
Node
gal
Flow
Balance
Error
Percent
Type
Lateral
Inflow
CFS
Total Time of Max
Inflow Occurrence
CFS days hr:min
Inflow
Volume
10^6 gal
10^6
------------------------------------------------------------------------------------
J2 JUNCTION 0.00 0.75 0 03:36 0
0.454 0.000
J1 JUNCTION 0.00 0.75 0 03:36 0
0.454 0.000
J3 JUNCTION 0.00 13.51 0 02:23 0
3.9 0.000
J4 JUNCTION 0.00 17.96 0 02:21 0
5.5 0.000
Peakview Storm Stub OUTFALL 0.00 17.96 0 02:21 0
5.5 0.000
CooperSlough OUTFALL 0.00 21.91 0 02:20 0
7.56 0.000
Lake Canal OUTFALL 0.00 0.14 0 03:05 0
0.0866 0.000
CooperSloughNorth OUTFALL 0.00 0.00 0 00:00 0
0 0.000 gal
01 OUTFALL 0.00 4.37 0 02:25 0
1.92 0.000
Pond A STORAGE 233.48 233.48 0 00:40 4.55
4.55 0.029
Pond B STORAGE 85.59 92.51 0 00:40 1.28
5.82 0.002
Pond C STORAGE 138.82 138.82 0 00:40 2.06
2.06 0.029
Pond D STORAGE 144.67 144.67 0 00:40 2.52
2.52 -0.000
Pond E STORAGE 108.80 108.80 0 00:40 2.01
2.01 0.046
Pond G STORAGE 138.06 142.01 0 00:40 1.91
3.9 0.019
Pond H STORAGE 119.43 119.43 0 00:40 1.49
1.49 0.031
Pond I STORAGE 49.26 49.26 0 00:40 0.576
0.576 -0.000
Fut CommercialPond STORAGE 19.35 19.35 0 00:40 0.153
0.153 0.004
Pond G1 STORAGE 136.89 136.89 0 00:40 1.92
1.92 0.024
*********************
Node Flooding Summary
*********************
No nodes were flooded.
**********************
Storage Volume Summary
**********************
------------------------------------------------------------------------------------
Max Maximum
Occurrence Outflow
Storage Unit
hr:min CFS
Average Avg Evap Exfil
Volume Pcnt Pcnt Pcnt
1000 ft3 Full Loss Loss
Maximum Max
Volume Pcnt
1000 ft3 Full
Time of
days
------------------------------------------------------------------------------------
Pond_A 185.389 33.6 0.0 0.0 495.551 89.8 0
02:36 12.13
Pond_B 219.784 65.5 0.0 0.0 274.945 81.9 0
11:54 8.57
Pond_C 27.246 15.0 0.0 0.0 177.236 97.9 0
02:07 13.64
Pond_D 289.304 72.7 0.0 0.0 326.657 82.1 0
03:36 0.75
Pond_E 52.777 17.4 0.0 0.0 201.128 66.2 0
02:22 8.85
Pond_G 62.862 30.0 0.0 0.0 208.826 99.5 0
02:23 13.51
Pond_H 59.829 29.7 0.0 0.0 168.893 83.8 0
02:17 4.23
Pond_I 68.022 64.6 0.0 0.0 75.236 71.5 0
03:05 0.14
Fut CommercialPond 11.941 39.8 0.0 0.0 19.259 64.2 0
02:09 0.22
Pond_G1 94.135 42.9 0.0 0.0 219.170 99.8 0
02:25 4.37
***********************
Outfall Loading Summary
***********************
-----------------------------------------------------------
Flow Avg Max Total
Freq Flow Flow Volume
Outfall Node Pcnt CFS CFS 10^6 gal
-----------------------------------------------------------
Peakview Storm Stub 99.62 8.54 17.96 5.501
CooperSlough 99.58 11.74 21.91 7.558
Lake_Canal 99.41 0.13 0.14 0.087
CooperSloughNorth 0.00 0.00 0.00 0.000
01 99.27 2.99 4.37 1.919
-----------------------------------------------------------
System 79.58 23.41 44.38 15.064
********************
Link Flow Summary
********************
-----------------------------------------------------------------------------
Maximum Time of Max Maximum Max/ Max/
�Flow� Occurrence �Veloc� Full Full
Link Type CFS days hr:min ft/sec Flow Depth
-----------------------------------------------------------------------------
C1 DUMMY 0.75 0 03:36
C2 DUMMY 0.75 0 03:36
C3 DUMMY 13.51 0 02:23
C4 DUMMY 17.96 0 02:21
Pond H Outlet ORIFICE 4.23 0 02:17 0.00
Pond D Outlet ORIFICE 0.75 0 03:36 0.00
Pond E Outlet ORIFICE 8.85 0 02:22 0.00
Pond B Outlet ORIFICE 8.57 0 11:54 0.00
Pond C Outlet ORIFICE 13.64 0 02:07 0.00
Pond A Outlet ORIFICE 12.13 0 02:36 0.00
PondG Outlet ORIFICE 13.51 0 02:23 0.00
Pond I Outlet ORIFICE 0.14 0 03:05 0.00
C5 ORIFICE 0.22 0 02:09 0.00
PondG1 Outlet ORIFICE 4.37 0 02:25 0.00
*************************
Conduit Surcharge Summary
*************************
No conduits were surcharged.
Analysis begun on: Tue May 9 16:22:43 2023
Analysis ended on: Tue May 9 16:22:43 2023
Total elapsed time: < 1 sec
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