SW4090301_Admin Review_20090513

Application Completeness Review
First Submittal ❑ Re -submittal Date Received: 3
0eve topmentlProject Name: _ /le_D0A1kL1>`s '
Receiving stream name _ B+4 CK -s <--re K
Date Reviewed: By I
r
classification: C,
For post -construction requirements, a program will be deemed compiiant,for the areas where it is
implementing any of the following programs: WS-I, WS-I1, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
Projects that require a 4011404 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):
Latitude and Longitude: 3 4 ' If 2 "'A✓ qo 2-1 �H V Jurisdiction
Project Address: f .K ../ '[, r 4B
Engineer name and firm: _5-r1,"44�e�orsSos_ _]? .i�f� "CgTM__<
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets El"High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
U' BUA r1 3• Z 9 29,
tam Check for $505.00 included
Original signature (not photocopy) on application
o�egal signature (Corporation-VP/higher, Partnership -General Partnerlhigher, LLC-memberlmanager, Agent).
Check spelling, capitalization, punctuation, http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided
which includes the name, title, mailing address and phone number of the person signing the letter.
❑ For subdivided projects, a signed and notarized deed restriction statement
a' -Sealed, signed & dated calculations
V Correct supplement an 0$ provided for each BMP on site (check all that were provided & number of each)
ra'Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
© Off -Site
❑ NCDOT Linear Road
Er"' -Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
91" Narrative Description of stormwater management provided
Soils report provided Nor Ham✓ wAAe-P' xlyi'" l' � e V, �`�`�`�'�`'�'�'�� ?
Wetlands delineated or a note on the plans that'none exist on site and/or adjacent property
a^ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
M,' Dimensions & slopes provided ,
63` Drainage areas delineated ITervious and impervious reported for each ❑ Areas of high density
Inspection and maintenance agreements provided
❑ Application complete 113"Application Incomplete Returned: (Date)
Comments M=Eb SI
r
kvT PsT/M'f-' rAb
May 14, 2008Revision — LEFT ✓M4(L 't— EMr91L-

SL 2006-246 Section 9 Post Construction. Requirements for Non -Coastal Counties
Low-density'projects 'tr' : -7 ti:•: t.
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable; '
❑ Built -upon areas at least 30 feet landward of perennial 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. ; •-1 ~ ..
❑ For BMPs that require a`iep'arat16n:frbm: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 language/measures -
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Post -Construction Runoff Controls for T&E Species
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffers
❑ 200' undisturbed buffers on perennial streams
❑ 100' undisturbed buffers on intermittent streams
Low -density projects
❑ All built upon area shall be limited to 10 percent. -
❑ Use of vegetated conveyances to the maximum extent practicable;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
High -density projects
• The stormwater control measures must control and treat the difference between the pre -development and
post -development conditions for the 1-year-24-hour storm. ----- - -- ----
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours,
❑ Aal structural stormwater treatment systems must be designed to achieve 85% average annual removal of
total suspended solids; . . . .
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
•. Projects requirements listed'in'-15A NCACt2H"A008(c):.-.Y'. "r J
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS "
❑ 30% TN
May 14, 2008 Revision