SW1210902_Application Form_20220215

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The majority of the development area run-off will be directed to the east corner of the development into a
sand filter. The small drainage area incorporating the truck court entrance rune -off will be piped down the
slope to a level spreader to evenly disperse in the floodway.
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 11- Post Construction
3. Stormwater runoff from this project drains to the French Broad River basin.
4. Total Property Area: 25.07 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.006 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:25.064 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 MHi) line. The resultant project area is used to
calculate overall percent built upon area (BUA). 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 = 20.5
9. How many drainage areas does the project have?2 (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 _
Drainage Area _
Receiving Stream Name
French Broad
French Broad
Stream Class *
B
B
Stream Index Number *
6-(54.75)
6-(54.75)
Total Drainage Area (sf)
273174
818875
On -site Drainage Area (sf)
273174
818875
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (so
216801
6599
Impervious Area** (total)
21%
1.0%
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
120562
0
On -site Streets (sf)
0
0
On -site Parking (sf)
91274
6599
On -site Sidewalks (sf)
4965
0
Other on -site (sf)
0
0
Future (sf)
0
0
Off -site (sf)
0
0
Existing BUA*** (sf)
0
0
Total (sf):
216801
6599
* Stream Class and Index Number can be determined at: htti2.aortal.ncdenr.orglweblwq&slcsulclassiflcations
Impervious 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 Oct. 31, 2013 Page 3 of 6