SW3140402_Application Completeness Review_20140501

Application Completeness Review
d First Submittal ❑ Re -submittal Date Received: `i ,Z L Date Reviewed: ` ,0I IJ By Larry Wade
Development/ProjectName: W,(tJ0t-400R, SJ.6P\tiSib�1 JiG
Receiving stream name Classification: G i Win.
River Basin: CATAi .J ,3 A �L'
In
FNSW,
post-construction requirements, a program will be deemed compliant for the areas where it is 0 O
lementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse Rive (Baslniiy�
Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Mtrient'< ���
.,�..e..,o.,�e�.�.o,.,,
I High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30%'Tl?'`,emdval. I
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 34 59 o 9 o t Jurisdiction
Project Address: W44N- .-1 NA12V)1'1 /Rt'J
Engineer name and firm: P P
Phone: �a� 3�� (ov99 Email: �h ,+fi c2h e / e I s
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? ❑ 'Yes or No _/
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density Id Other
o 401/404 imp cts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
❑" BUA
0' Check for $505.00 included
ej'� Original signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, 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.
Copy of property deed showing ownership or control
a� For subdivided projects, a signed and notarized deed restriction statement
Sealed, signed & dated calculations
a"�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
Viand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
d-� /Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
-Soils report, geotech information provided
Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
❑ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
❑ Dimensions & slopes provided
o inage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
u11BMP operation and maintenance agreements provided
❑ Application complete ❑ Application Incomplete Returned: (Date)
Comments
April 26, 2013 Revision, Bill Diuguid

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density projects
❑ 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.
Hiqh 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 language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Wa hed
Buffer Reauireme
❑ 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 1
requirements are set forth in 15A NCAC 02B .0607
❑ 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.
❑ 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 4011404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
April 26, 2013 Revision, Bill Diuguid