Forcemain Sanitary Sewer Design Summary Form
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1Project Name:
Sanitary Sewer Design
Summary Form
Date:
Design Flow
Onsite Flow
(Proposed Development)
Type of Unit
ADF/Unit, gpd
# Units
ADF, gpd
Single Family Home
310
x
=
0
1 BDRM Apt/Condo
200
x
=
0
2 BDRM Apt/Condo
300
x
=
0
3 BDRM Apt/Condo
350
x
=
0
Commercial
x
=
0
x
=
0
x
=
0
Onsite ADF
0
gpd
Peaking Factor
Onsite Peak Flow
0
gpd
P. E. Seal, Signature and Date
Design Flow – Offsite Flow
Total Design Flow – Total Service Area
Area, ac.
ADF, gpd
Total Service Area ADF
gpd
Undeveloped Offsite
Total Service Area Peaking Factor
Developed
Total Surface Area Peak Flow
0
gpd
Unsewered Offsite
Total Offsite
0
ac
0
gpd
Gravity Sanitary Sewers/MH’s
Forcemain
n/a
n/a
Size, in
Length, ft
Material
Initial
Ultimate
Velocity, ft/s
Size, in
Length, ft
Material
Total Length
0
ft
# of Air
Relief Valves
Total No. Manholes
The new sewer/forcemain will be connected to an existing _______-inch
diameter sewer at __________________________________________________ (relative to streets)
Lift Stations
Wet Well
Level 2
Level 3
n/a
n/a
Initial
Ultimate
Initial
Ultimate
Pumping Capacity, gpm
Diameter, ft
Total Dynamic Head, ft
Depth, ft
Static Head, ft
Operating
Dept, ft
Impeller size, in
Horsepower, Hp
Operating
Volume, gal
RPM
Voltage
Avg. Detention
Time, min
Phase
Manufacture
Invert Elevation
Model
All calculations and supporting documentation must
be submitted per Standards.
Form # 592 5/1/13
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