SW5220601_Application Form_20220712

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Proposed Rlace of worship. This will be a low-densi stormwater project that will have no proposed BMP's.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 29.66 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.00 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:29.66 acres
+ Total project area shall be calculated to exclude the followin : the normal pool of in n �onttded strnch(res, the area
between the hanks of streams and rivers, the area below the Lrinal High Water (NM line or Meat High Water
(MHVV) lute, and coastal wetlands landward front the NHW (or MF1W) lute. The resultant project area is used to
calculate overall percent built irpnu area (BUA). Non -coastal wetlands landward of the NNW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =10.3 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Blood Run Creek
Stream Class *
C
Stream Index Number *
17-23-1
Total Drainage Area (sf)
1,292,117
On -site Drainage Area (sf)
1,292,117
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
132,981
% Impervious Area** (total)
10.3
Impervious' Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
17,674
On -site Streets (sf)
0
On -site Parking (sf)
38,308
On -site Sidewalks (sf)
291
Other on -site (sf)
0
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
76,708
Total (so-.
132,981
* Stream Class and Index Number can be determined at: ht4-;.,6pirrtt�.l.nc�lenr.c�rg t�el��cc�c iti�clift/c'lrtssrJrcrttic�icti
** Impe�rvious area is defined as the built upon area including, but not linzited to, buildings, roads, parking areas,
si ervalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6