SW6080804_Admin Review_20081002

First Submittal ❑ Re-su
Development/Project Name:
Receiving stream name_
Application Completeness Review
Date Received: �'/� Date Reviewed: Si 2s By 2
Yd !✓�L.F G� �—
For post -construction requirements, 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, 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 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
:7q.17M3 79.23G2
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 3S-`5e o—• �/ ' +✓ Jurisdictio T-Or f
Project Address: I FAY9TMVILL,E flab. + 2 REFo,tA A,1
Engineer name and firm: v >1#&' r SAACS o-A.ouP
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets C High Density ❑ Other
❑ 401/404 im�gac s to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
cf BUA ?3
0' Check for $505.00 included
RY Original signature (not photocopy) on application
B' Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: hltp://www.secretary.state.nc.us/corporations/thepa,c.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.
AIA ❑ For subdivided projects, a signed and notarized deed restriction statement
&� Sealed, signed & dated calculations
V Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
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
e' Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
a' Narrative Description of stormwater management provided
Soils report provided $kT Ne S/fWT ESTIM' 7?:4>
❑ Wetlands delineated or a note on the plans that none exist on site and/or adjacent property rARI�'W °✓emu
o- Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
rK Dimensions & slopes provided
o' Drainage areas delineated [Pervious and impervious reported for each ❑ Areas of high density
®" Inspection and maintenance agreements provided
❑ Application complete dApplication Incomplete Returned: (Date)
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Comments A10T cAf-PAI A4-AL❑ IMP. 4deEqS, ,Mu5T u59 sli-tpr<G
May 14, 2008 Revision

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density projects i ...K
❑ No more than two dwelling units per acre or'24%o builtpupon'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:1,20_ hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm. f
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal hlgh-watentable,(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; z
❑ 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;
❑ All 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 NCAC 2H .1008(c)•,'; ;.r. , ;{tir
❑ _ . 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% TP.
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May 14, 2008 Revision