SW4110401_Application_20131105

U First Submittal ❑ Re -submittal
Development/Project Name: ,
Receiving stream name
Application Completeness Review
Date Received;, I 1 1 Date Reviewed: By Bill Diuguid
class
For post -construction rdquirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404'within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): _Al
Latitude and Longitude: 36 07 /�tz 4 AJ $o Z1 675, y-5 t„/ Jurisdiction
Project Address: S15/ 1Zo61NGseo01 RhIV 5AP�kC
Engineer name and firm:
D Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ii h :De:n;sity ❑ Other
u �^ 401/404 impacts to surface waters, wetlands, and buffers {add language to cover letter and/orinfo letter)
BLIA
a� eck for $505.00 included
S' ,Qriginal signature (not photocopy) on application
a✓ Legal signature (Corporation-VP/higher, Partriership�General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: hap:/AAtwxv.sccretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ For subdivided projects, a signed and notarized deed restriction statement
,Sealed, signed & dated calculations `7�ei9'T -:J: GC2 ct 1---b
❑/Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
2' Bioretention
D Dry Detention Basin
D Filter Strip
❑ Grass Swale
❑ Infiltration Basin
D Infiltration Trench
D Level Spreader
D Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
:Gam o sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
Ck­" Soils report provided
D ,klVetlands delineated or a note on the plans that none exist on site and/or adjacent property
N etatls for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
o
imensions & slopes provided
n
�rainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
�spection and mainte ance agreements provided
Application complete�Soi'a�❑ Application Incomplete Returned: {Date}
,P\ r./
Comments
February 9, 2009 Revision

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density protects
❑ No more than two dwelling units per acre or 24% built -upon area;
o Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perenriial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other` restrictive'language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids..
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive'languagelmeasures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
;i
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
February 9, 2009 Revision