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Home My WebLink AboutSW8030734_COMPLIANCE_20040318STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE �114O3/� YYYYMMDD Compliance Inspection Report Permit SW8030734 Effective 03/18/04 Expiration Owner H Allen Allen Wooten Project Hampstead Marine Storage County Pender 180 NC Hwy 210 Region Wilmington Contact Person H Allen Allen Wooten Title Directions to Project 100 yds west on 210 from intersection with US 17 in Hampstead Type of Project State Stormwater - Infiltration System Drain Areas 1 - (Mill Creek (Setts Creek)) (03-06-24) ( SA,HQW) On -Site Representative(s) Related Permits Inspection Date 1110912010 Entry Time 11 30 AM Primary Inspector David W Cox Secondary Inspector(s) Reason for inspection Other Permit Inspection Type State Stormwater Facility Status ❑ Compliant ■ Not Compliant Question Areas ■ State Stormwater (See attachment summary) Hampstead NC 28443 Phone 910-283-5444 Exit Time 12 00 PM Phone 910-796-7215 Inspection Type Compliance Evaluation Page 1 Permit SW8030734 Owner - Project H Allen Allen Wooten Inspection Date 11/09/2010 Inspection Type Compliance Evaluation Inspection Summary The following deficiencies were noted during the inspection 1 An engineer's certification was not found in the file To bring this system into compliance, the following must be completed 1 Submit an engineer's certification of the stormwater system to this Office Reason for Visit Other Please note the requirements of the Infiltration Basin Operation and Maintenance Agreement to keep the stormwater system in good working order and keep a copy of all maintenance records File Review Yes No NA NE Is the permit active? ■ ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? Cl ■ ❑ ❑ Signed copy of the Operation & Maintenance Agreement is in the filer ■ ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ❑ ❑ ■ ❑ Comment APE was not found in the file The site included an operating business building, parking lot and basin Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? ❑ ❑ ❑ ■ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■ upon request? Comment Page 2 State Stormwater Management Systems Permit No SWS 030734 Hampstead Marine Storage Stormwater Permit No SW$ 030734 Pender County Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (penodicalIy/weekly/full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications The checklist of items on page 2 of this form is included in the Certification Noted deviations from approved plans and specification SEAL Signature Registration Number Date State Stormwater Management Systems Permit No SW8 030734 Certification Requirements 1 The drainage area to the system contains approximately the permitted acreage 2 The drainage area to the system contains no more than the permitted amount of built -upon area 3 All the built -upon area associated with the project is graded such that the runoff drains to the system 4 The outletibypass structure elevations are per the approved plan S The outlet structure is located per the approved plans 6 Trash rack is provided on the outlet/bypass structure 7 All slopes are grassed with permanent vegetation 8. Vegetated slopes are no steeper than 3 1 9 The inlets are located per the approved plans and do not cause short-circuiting of the system 10 The permitted amounts of surface area and/or volume have been provided 11 Required drawdown devices are correctly sized per the approved plans 12 All required design depths are provided 13 All required parts of the system are provided, such as a vegetated shelf, and a forebay 14 The overall dimensions of the system, as shown on the approved plans, are provided cc NCDENR-DWQ Regional Office Pender County Building Inspections 0 01/21/201�1 11 25 9102591779 WAL70N ENGINEERING PAGE 01/03 r �:1 Date: 1 f 2. l/ b l To• c C c.-,x From. U r Pages: 2 (+Cover) Comments: 0-259.1779 01/21/2011 11 25 9102591779 WALTON ENGINEERING PAGE 02/03 t I State Stormwater Management Systems permit No SW8 030734 Hampstead Mari Storage Stormwater Pemi# No SW8 030734 Peader County Desipe,r's I, r ar as a duly registered — n r in the State of Nol th Cawlma, having been authonzed to observe (penod1 lweeklyffull tune) the consbuctron o the project, e4t (Project) for A& to �A (Project Owner) hereby state than, to the best of my abihties, due and dingence was in the aobsmrvation of the project eonstmction such that the constfiucti was observed to be built va un substantial compliaace and intent of the approved plans an spocifications The cbeckhst of thins on page 2 of this form is included in the Certification. Noted deviatww f rom approved plans and specification 76% iS I/\wv c 6c c rx e 7(CL%-roL l eK e k Cr P� a�,.t-C kS a+� riraih lei 1C Signatare . �VCF')YNVUL, X,-�r Registration Numlkr 1 Date k!7 k I L -TkG dCUcl11 r►^c 15 QgjS yx a�. b7'�csc S' r"Lfe Pa' � p4,\s , TIP,* 6w4 SEAT. k 7 01/21/2011 11 25 9102591779 WALTON ENGINEERING PAGE 03/03 State Stonnwater Management Systems Perrmt No SW8 030734 Certification ✓ 3. ✓ 13 V 14 CC. NCDEJ Fender drainage area to the system contains approximately the pc=ttcd acreage drainage area to the system, contains no more than the pernutted amount of 1-upon area. the built -upon area assoctated with the project is graded such that the runoff .ns to the system outlet/bypass structure elevations are per the approved plan outlet structure is located per the approved plans Tr mh rack is provided on the outletlbypass structure slopes are grassed with pe=auent vegetatiom Vo getated slopes are no steeper than 3 1 710. inlets are located per the approved plans and do not cause short-circuiting of th system permitted amounts of surface area aod/or volume have been provided. R ed drawdown devices are correctly sized per the approved plans Al requu-ed design depths are provide& required parts of the system are provided, such as a vegetated shelf, and a overall dimensions of the system, as shown on the approved plans, are Re_ onalOffice uilding Inspections 8 RECEPTION JOURNAL T100SYOU103 F670-AO4 TIME 01-21-'11 11 40 FAX NO 1 910-350-2004 NAME DENR Wilmington NO FILE NO DATE TIME DURATION PGS FROM DEPT MODE STATUS 481 896 12 30 17 56 01 05 3 9197156637 EC 603 OK 482 897 12 30 17 59 00 47 2 9197156637 EC 603 OK 483 898 01 03 08 53 00 54 2 7575452907 EC 612 OK 484 902 01 03 10 20 01 43 3 9103475078 EC 512 OK 485 908 01 03 17 24 00 30 2 EC 603 OK 486 909 01 04 09 13 06 17 9 9104577101 G3 301 OK 487 911 01 04 11 48 00 40 1 EC 502 OK 488 917 01 04 22 59 00 40 1 G3 501 OK 489 918 01 05 11 45 00 31 2 9197150684 EC 603 OK 490 920 01 06 15 04 00 51 4 3362752636 EC 612 OK 491 921 01 06 15 56 00 28 1 EC 603 OK 492 922 01 06 16 05 02 10 3 9104570289 EC 612 OK 493 924 01 06 19 39 01 29 7 GASANDTOBOASIS EC 602 OK 494 925 01 06 19 46 OD 23 1 GASANDTOBOASIS EC 602 OK 495 926 01 06 19 48 02 04 7 GASANDTOBOASIS EC 602 OK 496 927 01 07 12 08 00 27 2 2523553079 EC 603 OK 497 928 01 07 12 21 01 26 6 3362752636 EC 612 OK 498 939 01 10 11 53 00 41 2 2524660587 EC 613 OK 499 940 01 10 11 55 00 44 3 2524660587 EC 613 OK 500 941 01 11 13 22 03 37 7 9102593463 EC 612 OK 501 945 01 12 13 11 01 04 2 2523931225 EC 300 OK 502 947 01 12 16 25 00 57 3 18776314660 EC 612 OK 503 950 01 12 21 17 01 02 4 EC 603 OK 504 960 01 14 10 54 01 00 1 EC 501 OK 505 965 01 14 12 41 00 57 1 9102671848 G3 301 OK 506 968 01 14 18 04 01 03 3 9197334811 EC 502 OK 507 969 01 17 17 11 04 12 7 9106750230 EC 212 OK 508 971 01 18 09 37 04 20 25 2529463967 EC 603 OK 509 974 01 18 14 15 01 00 3 9197156637 EC 603 OK 510 975 01 18 14 32 01 34 3 9106532241 EC 512 OK 511 979 01 18 16 06 01 10 2 EC 502 OK 512 983 01 19 16 42 00 49 3 2527270559 EC 603 OK 513 984 01 20 11 50 00 41 4 99107987310 EC 603 OK 514 986 01 20 14 36 00 38 2 9103250060 EC 603 OK 515 987 01 20 14 37 00 51 2 9103250060 EC 603 OK 516 991 01 20 16 35 00 32 3 9102705110 EC 603 OK 517 992 01 20 16 37 15 08 8 9195464409 G3 181 OK 518 995 01 21 09 35 00 34 3 9102705110 EC 603 OK 519 996 01 21 11 22 O1 04 1 Fax EC 512 OK 520 997 01 21 11 39 01 16 3 9102591779 EC 502 OK