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HomeMy WebLinkAboutSW5120101_Admin Review_20120101Ri- tuRv to /fin 6.,L Pao-ff -A-,y -k i'WAO-14 d- EznLs Application Completeness Review Y"First Submittal ❑ Re -submittal Date Received Development/Project Name: C4,vfou r1 osa Receiving stream name of o . 7 fiver Basin: A e&c, ' 5 Date Reviewed: 9 /q / By Bill Diuguid 10, ICA+14-jus Classification: WS-TL_, k(a\d , NSW 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. 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): WA Latitude and Longitude:_76 .20 39- 8 A( --78 47 !f-7. G V Jurisdiction $w&ur,& �f(tRxrv',/1! C+I Project Address: • C o R e 7- S / Engineer name and firm: E!lti c T-i tT�_N P. E Pu-C Phone: 2 (Q is 8 w o z2! m _Eail: e4 wry d N cl+g - e.-i c o rr% Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? ❑ Yes or I—lo *LL-S L4)_-E Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density ❑ Other Mll , ' 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter) I�/ZoffoT fiiiK BUA 6)- 0.5 %, X' Check for $505.00 included & Original signature (not photocopy) on application FAVILegal signature (Corporation-VP/higher, Partnership -General Partner/higher, 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 ❑ ealed, signed & dated calculations Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) e"' 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 r.7/ wo sets of sealed, signed & dated layout & finish grading plans with appropriate details U, arrative Description of storm ater management provided No ❑ �etlarndps eort provided aTpyc'CD rLC 14N; tR � Co/c.x A4.+-r 1rJC-LU DE4 a mea or a note on the plans or in the accompanying documents that none exist on site and/or adjacent property rsa"'�Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter; Dimensions & slopes provided � rainage areas delineated 2 ervious and impervious reported for each ❑ Areas of high density BMP operation and maintenance a3reements provided ❑ Application complete Q'Application Incomplete Returned: AO I (Date) +j r Comments Akraz o r'r_1 AAE Ohl �': w%_ r? Cc a, A, s_f_� 4-0 % bat 2. z� Ufa r�l Ph r, 'Ani_. Rio r"c TP_n.-rioA1 35 5� May s, 2P1 Revis;on, 8#1 Diugui(! AWE Q)S Th- :5UBM r i D,+`Tk OAJ TN rf- P FA a rK -7-6" 4 A' - FA41-e-s' 57-o-p-mi o " Prl� ac G TOOL - MA I Z-. sCAI-r 9- zg-I (