"I, __________, certify that the proposed stormwater/BMP facility
(circle one) is/is not underlain by carbonate geology."
|
* A twenty-four-hour SCS Type II storm or an IDF Curve Rational
Method storm. (See Table 3-1 in § 305.)
|
Table 3-1
| ||
---|---|---|
Acceptable Computation Methodologies for Stormwater Management
Plans
| ||
Method
|
Method Developed by
|
Applicability
|
TR-20 (or commercial computer package based on TR-20)
|
USDA NRCS
|
Applicable where use of full hydrology computer model is desirable
or necessary
|
Win TR-55 (or commercial computer package based on TR-55)
|
USDA NRCS
|
Applicable for land development plans within limitations described
in TR-55
|
HEC-1/HEC-HMS
|
U.S. Army Corps of Engineers
|
Applicable where use of full hydrologic computer model is desirable
or necessary
|
Rational Method (or commercial computer package based on Rational
Method)
|
Emil Kuichling (1889)
|
For development sites less than 200 acres, Tc<60 min. or
as approved by the Borough
|
EFH2
|
USDA NRCS
|
Applicable in rural and undeveloped areas subject to the program
limits
|
Other methods
|
Varies
|
Other methodologies approved by the Borough
|
Table 3-2
Aboveground Storage Facility Design Criteria
[Amended by Ord. No. 1004, 8/18/2022] | |||
---|---|---|---|
Facility Depth
| |||
Less than 2 Feet
|
2 Feet to 8 Feet
|
Greater than 8 Feet
| |
Embankment Geometry
| |||
Top width (minimum)
|
2 feet
|
5 feet
|
8 feet
|
Interior side slope (maximum)
|
2:1
|
5:1
|
5:1
|
Exterior side slope (maximum)
|
2:1
|
3:1
|
3:1
|
Embankment Construction
| |||
Key trench
|
Not required
|
Required
|
Required
|
Pipe collar
|
Not required
|
Required
|
Required
|
Compaction density
|
Not required
|
Required
|
Required
|
Internal Construction
| |||
Dewatering feature
|
N/A
|
Required
|
Required
|
Pretreatment elements
|
Not required
|
Required
|
Required
|
Outlet Structure
| |||
Pipe size (minimum)
|
6 inches
|
12 inches
|
15 inches
|
Pipe material
|
HDPE, PVC, RCP
|
HDPE, RCP
|
RCP
|
Anticlogging devices
|
Required
|
Required
|
Required
|
Antivortex design
|
Not required
|
Required
|
Required
|
Watertight joints in piping
|
Yes
|
Yes
|
Yes
|
Spillway Requirements
| |||
Spillway freeboard (minimum)
|
3 inches
|
6 inches
|
12 inches
|
Width (minimum)
|
5 feet
|
10 feet
|
20 feet
|
Width (maximum)
|
50 feet
|
50 feet
|
50 feet
|
Spillway channel design
|
Not required
|
Required
|
Required
|
Routing of 100-year storm
|
Permitted
|
Not permitted
|
Not permitted
|
Table 3-3
Subsurface Storage Facility Design Criteria
| |||
---|---|---|---|
Facility Type
| |||
Infiltration and Storage
|
Storage without Infiltration
| ||
Facility Geometry
| |||
Depth from surface (maximum)
|
2 feet less than limiting zone
|
N/A
| |
Loading ratio (maximum)
|
Per BMP Manual*
|
N/A
| |
Distribution System Requirements
| |||
Pipe size (minimum)
|
4 inches
|
4 inches
| |
Pretreatment
|
Required
|
Required
| |
Loading/balancing
|
Required
|
Not required
| |
Observation/access ports
|
Required
|
Required
|
NOTES:
| |
---|---|
*Unless otherwise determined by professional geologic evaluation.
|
Table 3-4
Roughness Coefficient "n" for Manning's Equation
| |
---|---|
Manning's "n"
|
Types of Pipe
|
0.010
|
Polyvinyl chloride (PVC) with smooth inner walls
|
0.012
|
Porous cement concrete pipe; corrugated high-density polyethylene
(HDPE) with smooth inner walls
|
0.015
|
Corrugated high-density polyethylene (HDPE) with corrugated
inner walls
|
Table 3-5
Conveyance Facility Design Criteria
[Amended by Ord. No. 1004, 8/18/2022] | ||||
---|---|---|---|---|
Location
|
Within Public Street Right-of-Way
|
Outside Public Street Right-of-Way
| ||
Loading
|
All
|
Vehicular Loading
|
Nonvehicular Loading
| |
Pipe design
| ||||
Material
|
HDPE, RCP
|
PVC, HDPE, RCP
|
PVC, HDPE, RCP
| |
Slope (minimum)
|
0.5%
|
0.5%
|
0.5%
| |
Cover
|
1 foot to stone subgrade
|
1 foot to stone subgrade
|
1 foot to surface
| |
Diameter (minimum)
|
15 inches
|
15 inches
|
8 inches
| |
Street-crossing angle
|
75° to 90°
|
N/A
|
N/A
| |
Access/ maintenance port frequency (maximum)
|
400 feet
|
400 feet
|
400 feet
| |
Inlet design
| ||||
Material
|
Concrete
|
Concrete
|
N/A
| |
Grate depression
|
2 inches
|
2 inches
|
1-inch minimum
| |
Manhole design
| ||||
Material
|
Concrete
|
Concrete
|
Concrete
| |
Swale design
| ||||
Freeboard (minimum)
|
6 inches
|
N/A
|
6 inches
| |
Velocity (maximum)
|
Stability check
|
N/A
|
Stability check
| |
Slope (minimum)
|
1%
|
N/A
|
1%
| |
Side slopes (residential area)
|
4:1 max
|
N/A
|
4:1 max
| |
Side slopes (nonresidential area)
|
4:1 max
|
N/A
|
3:1 max
| |
Bottom width to flow depth ratio
|
12:1 max
|
N/A
|
12:1 max
| |
Outlet design
| ||||
End treatment
|
Headwall/ endwall
|
N/A
|
Headwall/ endwall or flared end section
| |
Energy dissipater
|
Required
|
N/A
|
Required
|