SW6220301_Application Form_20220325

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the developed areas of the site will be captured and treated in two wet ponds and
one infiltration basin
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: 34.14 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':34.14 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHIO line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (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 = 22.64
9. How many drainage areas does the project have?3 (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 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
Little River
Little River
Little River
Stream Class *
WS-III/HQW
WS-III/HQW
WS-III/HQW
Stream Index Number *
18-23-(10.7)
18-23-(10.7)
18-23-(10.7)
Total Drainage Area (sf)
384,558
113,843
424,106
On -site Drainage Area (sf)
384,558
113,843
424,106
Off -site Drainage Area (sf)
Proposed Impervious Area** (sf)
139,536
47,257
147,943
Impervious Area** (total)
36.28
41.51
34.9
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (sf)
104,000
26,000
112,000
On -site Streets (sf)
35,536
12,137
35,943
On -site Parking (sf)
On -site Sidewalks (sf)
1,766
Other on -site (sf)
7,354
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
139,536
47,257
147,943
* Stream Class and Index Number can be determined at: http.i&ortal.ncdenr.or web/wg&s/csu/classi{ications
Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 06Aug2012 Page 3 of 6