Detention Worksheet 2010 - City of Charlotte
City of Charlotte
Land Development Division
Post Construction Controls / Detention Worksheet
The following sections help to provide information on volume and peak controls for the site. Attach BMP Inset tables and Design Procedure Forms for each BMP to show that each is sized appropriately per the design requirements.
Project Description: Attach brief explanation of detention plans and any assumptions if necessary.
PRE-DEVELOPED SUMMARY
Basin area: ac. (Delineated on attached drainage area map)
Time of Concentration, Tcpre: min. (Based on the SCS Method) (Tc path shown on attached map) Reference 3.9.6 of the Charlotte-Mecklenburg Storm Water Design Manual – SCS Travel Time.
Curve Number, Cnpre:
POST-DEVELOPED SUMMARY
Basin area: ac. (Delineated on attached drainage area map)
Time of Concentration, Tcpost: min. (Based on the SCS Method) (Tc path shown on attached map) Reference 3.9.6 of the Charlotte-Mecklenburg Storm Water Design Manual – SCS Travel Time.
Runoff Coefficient, RV-______________________ Water Quality Volume, WQV (ac-ft)- ______________
Curve Number, Cnpost: _____ Curve Number, CNpost(modified)-____________________
Channel Protection Volume, CPV (ac-ft) - _______ CPv Release Rate (cfs) _________________________
DETENTION SUMMARY
Computer Method Used*:
*Land Development Plan Review Staff will verify all detention submittals using HEC-1 for compliance with the City of Charlotte Zoning Ordinance, Section 12.6. This summary is to accompany all detention analysis and is not intended to replace that requirement.
| |Pre (cfs) |Post (cfs) |Routed (cfs) |Elevation (Comments) |
|1” |N/A | | | |
|1 yr. |N/A | | | |
|2 yr. | | | | |
|10 yr. | | | | |
|25 yr. | | | | |
|50 yr. |N/A | | | |
|100 yr. |N/A | | | |
Note- 2-year storm is required only for sites required detention per Chapter 12 of the zoning ordinance. If a downstream analysis has been performed, submit complete justification for the results
PRE-DEVELOPED SUB-BASIN CALCULATIONS:
Sub-basin Name/Level: __________ (Coordinate with attached drainage area map)
|Type of Flow |Travel Length (ft.) |Slope (%) |Mannings (n) |Time (min.) |
|Sheet Unpaved | | | | |
|Sheet Paved | | | | |
|Shallow Conc. (Unpaved) | | | | |
|Shallow Conc. (Paved) | | | | |
|Channel | | | | |
|Pipe | | | | |
|TOTAL |N/A |N/A |N/A |Tc pre = |
|Acreage |Land Use |Soil Type |Hydrologic Group |CN |Weighted CN (Acreage/Total|
| | | | | |Area) x (CN) |
| | | | | | |
| | | | | | |
| | | | | | |
| | | | | | |
| |CNPre = |
POST-DEVELOPED SUB-BASIN CALCULATIONS:
Sub-basin Name/Level: _________ (Coordinate with attached drainage area map)
|Type of Flow |Travel Length (ft.) |Slope (%) |Mannings (n) |Time (min.) |
|of Flow | | | | |
|Sheet Unpaved | | | | |
|Sheet Paved | | | | |
|Shallow Conc. (Unpaved) | | | | |
|Shallow Conc. (Paved) | | | | |
|Channel | | | | |
|Pipe | | | | |
|TOTAL |N/A |N/A |N/A |Tc post = |
|Acreage |Land Use |Soil Type |Hydrologic Group |CN |Weighted CN (Acreage/Total|
| | | | | |Area) x (CN) |
| | | | | | |
| | | | | | |
| | | | | | |
| | | | | | |
| |CNPost= |
STORAGE / DISCHARGE CALCULATIONS
*(If applicable) Complete Underground Storage Volume Table
|Elevation |Underground * |Above Ground |Total Acc. Volume (cf) (Above |
| | | |and Underground) |
| |Acc. Volume for all Structures |Area (sq. ft.) |Inc. Volume (cf) |Acc. Volume (cf) | |
| |(cf) | | | | |
| | | | | | |
| | | | | | |
| | | | | | |
| | | | | | |
Stage Discharge
Co= orifice coefficient: Cw = weir coefficient. Orifice Area unit shall be square feet (sf).
|Elevation / Stage |Orifice 1 |Orifice 2 |Weir 1 |Weir 2/Em. Spillway|Outlet Control Pipe|Emergency |Total Q |
|(ft) |In. |In. |Ft. |(Controlled by |_____Dia. |Spillway |(cfs) |
| |Inv. |Inv. |Inv. |outlet pipe/struct)|_____Length |(Free flow out of | |
| |_______Area |_______Area |Cw= |Ft. |_____Inv. |pond) | |
| |Co= |Co= | |Inv. |Co= |Ft. | |
| | | | |Cw= | |Inv. | |
| | | | | | |Cw= | |
| | | | | | | | |
| | | | | | | | |
| | | | | | | | |
| | | | | | | | |
Underground Storage Volume Table (If applicable)
Provide additional storage volume tables if more structures are used.
| |Acc. Volume (cf) |Acc. Volume (cf) |Acc. Volume (cf) Underground |Acc. Volume (cf) Underground |
|Elevation |Underground Structure # |Underground Structure # |Structure # # |Structure # # |
| | |# |Length (ft.) Size/dia (ft.) |Length (ft.) Size/dia (ft.) |
| |# |Length (ft.) Size/dia (ft.) |Upper inv. |Upper inv. |
| |Length (ft.) Size/dia (ft.) |Upper inv. |Lower inv. |Lower inv. |
| |Upper inv. |Lower inv. |Slope (%) |Slope (%) |
| |Lower inv. |Slope (%) | | |
| |Slope (%) | | | |
| | | | | |
| | | | | |
| | | | | |
| | | | | |
| | | | | |
-----------------------
Land Development Division
600 East Fourth Street, Charlotte, North Carolina 28202-2844
Telephone: 704/336-6692 Fax: 704/336-6586 landpermits.
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