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Home My WebLink AboutSW4091201_Admin Review_20110623/�jTn•fYa✓ _ Application Completeness Review m/*" First Submittal ❑ Re -submittal Date Received-. " 3 64 Date Reviewed: 3 / BY 9 �/ Development/Project Name: �� € �; GI � u 5 _s mo (-,k- %6VI"_ Receiving stream name goA2 GRr_,f�7y^ classification: e 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-ll, 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. 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): %1f I - Latitude and Longitude: 3- S3 v o go 35 cow Jurisdiction s, o �F_swi_ ra V, 'f rau„„�, Project Address: Ywu al , -� t f�•�,, L/. �" A-.4 Engineer name and firm, Ash . P Aud.:t 3 s 6 -7 ❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets lli h Density ❑ Other NlA ❑ 401/404 im acts to surface waters, wetlands, and buffers (add language to cove,andlor addrnfo letter) Q, BUA 3 r� Check for $505.00 included _-- .Original signature:{not;photocopy} on apQlication=___-�—w__ .. =— _ -=_ r:==:.:�-_:._ :. ram Legal signature (Corporation-VP/higher, Partnership -General Partnerlhigher, LLC-memberlmanager, Agent). Check spelling,. capitalization, punctuation: http://www.secretary.state.no.us/corporations/tiiepage.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. ,,CIA- ❑ For subdivided projects, a signed and notarized deed restriction statement a," Sealed, signed & dated calculations AfV ❑ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) nJ6 Bioretention CAf� ❑ Dry Detention Basin ❑ Filter Strip ❑ Grass Swale ❑ Infiltration Basin Q 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 u- Two sets of sealed, signed & dated layout & finish grading plans with appropriate details �-d Narrative Description of stormwater management provided e( Soils report provided Wetlands delineated or a note on the plans that none exist on site and/or adjacent property cd- Details for the roads,. parking area, cul-de-sac radii, sidewalk widths, curb and gutter; &1- Dimensions & slopes provided V- Drainage areas delineated ervious and impervious reported for each ❑ Areas of high density 9. �Jnspection and maintenance agreements provided V Application complete. . ❑ Application Incomplete Returned: (Date) CommentsQ S 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; ❑ 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. ❑ 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 Ion term o eration 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. Ex.ceptions.to the undisturbed buffer requirements are set forth in 15A NCAC 02B .0607 Storm_water Controls as required bV 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. ❑ 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.