HomeMy WebLinkAbout08.1_Overall Sewer Main Analysis-NRLSM:\203430\Drawings\PA 17, 26\EXHIBITS\SEWER DISTRIBUTION-LIFT STATION.dwgURBAN + FARM PHASE 1
BEING LOT R2A OF NORTON EAST RANCH SUBDIVISION, PHASE 4 LOCATED IN THE NE 14 OF THE SW 14 OF
SECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
FIGURE "1"
203430JOB NUMBER :
SHEET :
SCALE :AS NOTED
1 OF 10'Feet 500'
DATE :05/18/2022URBAN + FARM PHASE 1
SEWER CAPACITY FIGURE
W E B : w w w . h y a l i t e e n g . c o m
2304 NORTH 7TH AVENUE STE. L B O Z E M A N , M T 5 9 7 1 8
P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5
BASIN 1
BASIN 2
BASIN 3
BASIN 4
15" SEWER MAIN
10" SEWER MAIN
NORTON RANCH LIFT STATION
URBAN + FARM PHASE 2
URBAN + FARM PHASE 1
MAYFLY TOWN HOMES
FALLON APARTMENTS &
CONDOS
WEST SIDE FLATS
NORTON RANCH PHASE 5
NORTON RANCH PHASE 6
NORTON RANCH PHASE 1 & 2
BASIN 1 87.88 9.154 94.96 1,536 3.67 357.84
BASIN 2 65.10 6.26 55.55 899 3.83 219.00
BASIN 3 35.56 3.70 18.39 297.51 4.08 78.73
BASIN 4 40.82 4.25 39.12 633.00 3.92 157.59
OVERALL BASIN 229.36 23.370 208.02 3365.66 3.40 730.54
BASIN 1
B-2M (URBAN + FARM PHASE 2)
INFLOW AREA ASSUMED INFILTRATION FLOW AVG. FLOW
(GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/ACRE/DAY) (GPD)
22.47 1066.2015 150 47.45 7118 2,000 94,900.00
REMU (URBAN + FARM PHASE 2)
INFLOW AREA ASSUMED INFILTRATION FLOW AVG. FLOW
(GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/ACRE/DAY) (GPD)
22.47 96.8457 150 4.31 647 2,000 8,620.00
R-5 (URBAN + FARM PHASE 1)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
64 2.17 138.88 150 8.72 1,308 89 12,360.32
R-3 (PHASE 3A-C NORTON) (# OF DWELLINGS FROM CADASTRAL, AREA FROM PHASE 3A-3C PLATS)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
108 2.17 234.36 150 27.40 4,110 89 20,858.04
BASIN 2
R-4 (NORTON RANCH PHASE 1 & 2) (# OF DWELLINGS FROM CADASTRAL, AREA FROM PHASE 1 & 2 PLATS)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
168 2.11 354.48 150 41.21 6,182.04 89 31,548.72
R-4 (MAYFLY TOWN HOMES)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
62 2.11 130.82 150 5.48 821.76 89 11,642.98
R-0 (WEST SIDE FLATS) (# NUMBER OF DWELLING & AREA FROM WEST SIDE FLATS APPLICATION)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
138 2.11 291.18 150 14.86 2,229.00 89 25,915.02
REMU (FALLON APARTMENTS & FALLON CONDOS) (# NUMBER OF DWELLING & AREA FROM FALLON APARTMENTS & CONDOS APPLICATIONS)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
58 2.11 122.38 150 3.55 532.35 89 10,891.82
BASIN 3
R-2 & R-3 (NORTON RANCH PHASE 5) (# OF DWELLINGS & AREA FROM C&H REPORT)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
141 2.11 297.51 150 35.56 5,334.00 89 26,478.39
BASIN 4
R-4 (NORTON RANCH PHASE 6) (# OF DWELLINGS & AREA FROM HDR REPORT)
# OF DWELLING PEOPLE PER NUMBER OF INFLOW AREA ASSUMED INFILTRATION FLOW AVG FLOW
UNITS DWELLING PERSONS (GAL/ACRE/DAY) (ACRES) (GAL/DAY) (GAL/CAPTITA/DAY) (GPD)
300 2.11 633.00 150 40.82 6,122.78 89 56,337.00
BLUE CELLS HAVE EQUATIONS OR CONTAIN REFERENCES
BLACK CELL CONTAIN INPUTS
AREA (AC) AVG. FLOW (GPM) TOTAL PERSONS
ASSUMED
INFILTRATION
(GPM)
PEAKING FACTOR PEAK FLOW (GPM)
NORTON LIFT STATION
REGION
LEGEND
ASSUMED # OF PEOPLE
PER ACRE
NUMBER OF
PERSONS
ASSUMED # OF PEOPLE
PER ACRE
NUMBER OF
PERSONS
10" SANITARY SEWER CAPACITY
Project Description
Manning FormulaFriction Method
Normal DepthSolve For
Input Data
0.013Roughness Coefficient
%0.280Channel Slope
in10.0Diameter
gpm360.89Discharge
Results
in6.1Normal Depth
ft²0.4Flow Area
ft1.5Wetted Perimeter
in2.8Hydraulic Radius
ft0.81Top Width
in4.8Critical Depth
%61.3Percent Full
%0.640Critical Slope
ft/s2.30Velocity
ft0.08Velocity Head
ft0.59Specific Energy
0.616Froude Number
gpm559.72Maximum Discharge
gpm520.33Discharge Full
%0.135Slope Full
SubcriticalFlow Type
GVF Input Data
in0.0Downstream Depth
ft0.0Length
0Number Of Steps
GVF Output Data
in0.0Upstream Depth
N/AProfile Description
ft0.00Profile Headloss
%0.0Average End Depth Over Rise
%0.0Normal Depth Over Rise
ft/s0.00Downstream Velocity
ft/s0.00Upstream Velocity
in6.1Normal Depth
in4.8Critical Depth
%0.280Channel Slope
%0.640Critical Slope
Page 1 of 127 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
12/9/2022
FlowMaster
[10.03.00.03]
Bentley Systems, Inc. Haestad Methods Solution
Center
OVERALL SEWER GENERATION-LIFT STATION
PIPES.fm8
15" SANITARY SEWER CAPACITY
Project Description
Manning
FormulaFriction Method
Normal DepthSolve For
Input Data
0.013Roughness Coefficient
%0.480Channel Slope
in15.0Diameter
gpm730.54Discharge
Results
in6.3Normal Depth
ft²0.5Flow Area
ft1.8Wetted Perimeter
in3.3Hydraulic Radius
ft1.23Top Width
in6.1Critical Depth
%41.7Percent Full
%0.535Critical Slope
ft/s3.36Velocity
ft0.18Velocity Head
ft0.70Specific Energy
0.945Froude Number
gpm2,160.69Maximum Discharge
gpm2,008.62Discharge Full
%0.063Slope Full
SubcriticalFlow Type
GVF Input Data
in0.0Downstream Depth
ft0.0Length
0Number Of Steps
GVF Output Data
in0.0Upstream Depth
N/AProfile Description
ft0.00Profile Headloss
%0.0Average End Depth Over Rise
%0.0Normal Depth Over Rise
ft/s0.00Downstream Velocity
ft/s0.00Upstream Velocity
in6.3Normal Depth
in6.1Critical Depth
%0.480Channel Slope
%0.535Critical Slope
Page 1 of 127 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
6/29/2023
FlowMaster
[10.03.00.03]
Bentley Systems, Inc. Haestad Methods Solution
Center
OVERALL SEWER GENERATION-LIFT STATION
PIPES.fm8