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HomeMy WebLinkAboutSW8941017_COMPLIANCE_20160915STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 gy1011 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE 20lu 00i (5 YYYYMMDD STATE OF NORTH CAROIDU DeparEment of Environrnenfal and Natural Resources . , 127 CarbWDriveExt=on Wiktungton, North Carolina 28405 (91P} 196-7215 FILL ACCESS RWM SECTION TIM&/DATE M, Guidelines forAoeess: The sbtffOf Rrilmi &a Rcegioml of ace, is dedicatod lb makingpublio moa& in ouccusCodyreadilyavailabtetodrepubficforsepiewaudaopying. Wealsottavetherespousibllitymtfie public to safeguardtbeserewrds andtn mTq out our day-to-daypmgrm obligations. Pleaseimd carefully die falbwmggmdel m sigmg:the fo= I. Duel the larppnhlie demand for Meaomse, weregmsttbatyou 00OIeast4 dayiu advance to schedule an appobtmentb revIearthe film dppoiatmenfs wAl be scheda between 9i00am and 3:00pm, Viewingtime ends at 4.d5pm, Atone arrtrinewiihc 2. YoamtistspeoWyfiiesyouwanitoreviewirvfaciliiyname Yhenuntberoffilasthaiyou mayreview at onetime wffibe limited to five. 3. Yoa ray make c4oz of a- fie when Ila coplr 16 not ia use by fhostaf and iftime pmatts Costper copy is $.05 cents Parmefft mar be made by check money order, ar cast at fte rece0kxidest QoAes totalna¢$S 00 or more can be invoiced for Poor eanrenience. 4- FUSMUST MnFTINORDERYOUFQMDTARU'WesmapnotbetaTtenfom +he oil'ree. To r?anove, •alter, de€hce, muiiiaie, ordastroymaierlal in eme nftheseiiles is a misdcanoanorforwhich you canbe faced ug � $5P0.00. Na iirlefcases, Iar�eto[e� etc. eta . Dennitted in the Eta review area. 5. in acconiauco w.#€6 General Stawe:25 3-5I2, a $25.00 procembg feewMa charged aid ooRectDd-for ohedzs m -which pi*mea has been refused PACiIdT�YNAME CQ Y a. 3. 3agnaturoand Name, ofFiun(Su f¢ess Date Pie= attach a5uatness cwzt to this frnm COPIES MADE, !p PAID sAdmin flo acoess �?1/6 //(o y: /C7 y: s o Tbneln rm ont INVOICE 16-ro-03 1 0 Inspection Date Project Name L 0nJF0J( Cen+er' Type of System D[Cj Wet Detention ❑ Infiltration Basin ❑ Infiltration Trench ❑ Alternative ❑ Curb Outlet Swale ❑ Low Density Project Number Q 4IN-7 I. Drainage Area a. Buildings, roads, parking, walks, consistent with plans? N/A Y N U b. Any additional impervious area not shown? Y N U C. All runoff from the impervious areas drain to the system? Y N U d. Are outparcels (if any) draining to the system? N/A Y N U e. Home/project does not exceed the maximum BUA? Y N U it. System a. Size of the system close to the approved minimums? Y . N U b. Swale or outlet/bypass structure in right place? Y N C. Orifice in place, correctly sized, and not clogged? N/A Y N U d. Trash rack? Y N le. Slopes vegetated, and stable and 3:1 (5:1) or flatter? N/A Y N f. Is the relative difference between PP and DP provided? N/A Y N U i. What is the difference in elevation from PP to DP per plans? g. Inlets located per approved plans to avoid short-circuiting? Y N h. Design depth available? Y N • U i. Are the forebays and berms in place? N/A Y N U j. Is the vegetated filter in place and in good condition? N/A Y N U i. Flow spreader? Y N ii. Grass? Y N k Slope on 6:1 vegetated shelf and vegetated?• N/A Y N U III. Documentation a. Recorded deed restrictions, if required, received? N/A Y N U b. Is the facility being routinely and properly maintained? N/A Y N U C. Has ownership of the facility changed? Y N U d. Has the name of the facility changed? Y N New name e. Has the Engineer's Certification been received? N/A Y N U IV Comments: o'C Y N U ❑ ❑ ❑ The drainage area (including offsite) and built -upon area to the permitted system are per the approved plan. No unpermitted offsite drainage enters the system. ❑ ❑ ❑ All the built -upon area associated with the project is graded such that the runoff drains to the system. ❑ ❑ ❑ For ponds/infiltration, the outlet/bypass structure relative elevations are per the approved plan. (Must be verified via as -built survey if in question). ❑ ❑ ❑ The inlets and outlet structure are located per the approved plans and do not cause short-circuiting. ❑ ❑ ❑ A trash rack is provided over the outlet weir and orifice. ❑ ❑ ❑ All slopes are grassed with permanent vegetation and are not eroding. ❑ ❑ ❑ Vegetated slopes are no steeper than 3:1. ❑ ❑ ❑ The approximate amount of permitted surface area has been provided. (Must be verified via as -built survey or designer's certification.) ❑ ❑ ❑ Required drawdown devices are correctly sized per the approved plans. ❑ ❑ ❑ All required design depths are provided. ❑ ❑ ❑ ❑ ❑ ❑ All required parts of the system are provided, such as a vegetated shelf, and a forebay. The designer's certification has been submitted. ❑ ❑ ❑ The required deed restrictions are correctly recorded and submitted. ❑ ❑ ❑ The number of lots or outparcels is per the permitted amount. ❑ ❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed the maximum amount (must be verified via as -built survey if in question) ❑ ❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the approved plan. ❑ ❑ ❑ Required maintenance is being performed. ❑ ❑ ❑ Outparcels have their own offsite permit. ❑ ❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and have dense vegetated cover. ❑ ❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable. ❑ ❑ ❑ ❑ For low density projects, there are no unpermitted pipes on the project. Other Comments