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HomeMy WebLinkAboutSW8030720_COMPLIANCE_20130422STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 r-1 :3c-'T Zv DOC TYPE I ❑ CURRENT PERMIT DOC DATE ❑ APPROVED PLANS ❑ HISTORICAL FILE 9 COMPLIANCE EVALUATION INSPECTION YYYYM M DD State Stormwater Management Systems Permit No. SW8 030720 Courthouse Bay Regional Pond Stormwater Permit No. SW8 030720 Onslow County Designer's Certification 1, _ 0 n [Ar as a duly registered F, 4 Sr¢*_-r/ r��rI -er in the State of North Carolina, having been authorized to observe (periodically" weeMy"#.'11 . 404e) the construction of the project, z SCo M-e5s �o dl W iY,on, _CO3--v-T�v (Project) for Cam o L e r vn C (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 specifications: Hone- •�p CA Of I ���i 06018% ESS/ If 14433 Signature } Registration Number Df yLr* 33 %�'•�R�Gf��'�Pvr•`��; Date pcely, APR 2 2 20i3 Page 7 of 9 By' 1 State Stormwater Management Systems Permit No. SW8 030720 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 impervious area. 3. All the impervious area associated with the project is graded such that the runoff drains to the system. �4. All roof drains are located such that the runoff is directed into the system. �5. The outlet structure elevations are per the approved plan. 6. The outlet structure is located per the approved plans. 140' 7. Trash rack is provided on the outlet structure. 8. All slopes are grassed with permanent vegetation. �9. Vegetated slopes are no steeper than 3:1. �10. The inlets are located per the approved plans and do not cause short- circuiting of the system. PtIl 1. The permitted amounts of surface area and/or volume have been rr provided. 12. Required drawdown devices are correctly sized and located per the approved plans. �13. All required design depths are provided. �14. All required parts of the system are provided, such as a vegetated shelf, and a forebay. �15. The required system dimensions are provided per the approved plans. f1A16, All components of the Stormwater BMP are located in either recorded common areas, or recorded easements. CC' NCDENR-DWQ Regional Office APR 2 2 2013 BY: Page 8 of 8 Number Measure Type reatment Numbt Permit Number Expiration Inspection pate Status 1 WDP SWP 043 SWS 010420 11-07-2019 10/16/2019 In Compliance 1 WDP SWP 044 SW8 010420 11-D7-2019 10/16/2019 In Compliance 1 WDP SWP 062 SW8 010420 11-07-2019 10/16/2019 In Compliance 2 WDP SWP 060 SW8 030720 01-26.2019 9/9/2019 In Compliance 3 VU SWP 035 SW8 050817 09-29-2019 11/6/2019 In Compliance 3 WDP SWP 084 SW8 050817 09-29-2019 12/1/2019 In Compliance 4 WDP SWP 063 SW8 051018 12-13-2019 10/16/2019 In Compliance 4 WDP SWP 064 SW8 051018 12-13-2019 10/16/2019 In Compliance 4 WDP SWP 188 SW8 051018 12-13-2019 10/16/2019 In Compliance 4 WDP SWP 189 SW8 051018 12-13-2019 10/16/2019 In Compliance 4 WDP SWP 190 SWS 051018 12-13-2019 8/5/2019 In Compliance 5 WDP SWP 065 SWS 051065 03-14-2020 12/11/2019 In Compliance 6 WDP SWP 071 SWS 060137 03-03.2020 10/11/2019 In Compliance 7 WDP SWP 081 SW8 060323 04-10-2020 12/2/2019 In Compliance 7 WDP SWP 082 SW8 060323 04-10-2020 12/2/2019 In Compliance 7 WDP SWP 327 SW8 060323 04-10-2020 12/2/2019 In Compliance 8 WDP SWP 169 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 170 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 171 SW8 081015 10-21-2019 1 9/1/2019 In Compliance S WDP SWP 172 SWS 081015 10-21-2019 9/1/2019 In Compliance S WDP SWP 173 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 174 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 175 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 176 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 328 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 329 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 330 SWS 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 331 SW8 081015 10.21-2019 9/1/2019 In Compliance 8 WDP SWP 332 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 333 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 334 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 335 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 WDP SWP 336 SW8 081015 10-21-2019 9/1/2019 In Compliance 8 IB SWP 369 SW8 081015 1D-21-2019 9/1/2019 In Compliance 9 WDP SWP 165 SW8 081016 Dec 3, 2018/10-17- 10/17/2019 In Compliance 2019 10 WDP SWP 167 SW8 081202 8-2-2019 7/31/2019 In Compliance 10 WDP SWP 168 SW8 081202 8-2-2019 7/31/2019 in Compliance 11 WDP SWP 218 SW8 090517 01-OS-2020 12/10/2019 In Compliance 12 WDP SWP 321 SW8 110906 04-30-2020 11/8/2019 In Compliance 12 WOP SWP 322 SW8 110906 04-30-2020 8/7/2019 In Compliance 12 WDP SWP 323 SW8 110906 04-30-2020 10/17/2019 In Compliance 12 WDP SWP 324 SW8 110906 04-30-2020 11/6/2019 In Compliance 12 IB SWP 409 SW8 110906 04-30-2020 12/15/2019 In Compliance 12 SF SWP410 SW8 110906 04-30-2020 12/15/2019 In Compliance 13 WDP SWP 292 SW8 120101 1-24-2020 7/31/2019 In Compliance 13 WDP SWP 400 SWS 120101 1-24-2020 7/31/2019 In Compliance 13 WDP SWP 401 SW8 120101 1-24-2020 7/31/2019 In Compliance 14 WDP SWP 290 SW8 120102 01-30-2020 11/6/2019 In Compliance 15 WDP SWP349 SW8120201 02-03-2020 11/14/2019 In Compliance 16 WDP SWP 313 SW 120302 04-12-2020 11/7/2019 In Compliance 17 WDP SWP 034 SW8 980204 07-06-2019 10/15/2019 In Compliance 17 WDP SWP 079 SW8 990204 07-06-2019 12/2/2019 In Compliance PC JUN 0 2 2020 BY• SW8 030720 Plan Review BUA Basin Information Drainage Area 1 Drainage Area 1 Current Build Out Receiving Stream Name New River New River Stream Class SC NSW SC NSW Stream Index Number Total Drainage Area (so 3,391,103.00 3,391,103.00 On -site Drainage Area (so 2,203,003.00 2,996,035.30 Off -site Drainage Area (so 395,067.70 Proposed Impervious Area (so 960,509.00 1,621,289.00 Impervious Area (Total) 28.3%1 47.8% Impervious Surface Area Drainage Area 1 Drainage Area On -site Buildings/Lots (so 22,465.00 On -site Streets (so On -site Parking (so 76,407.00 On -site Sidewalks (so 16,990.00 Other on -site (so 113.00 Future On -site (so 191,837.00 592,010.00 Future Off -site (so 261,360.00 Existing BUA (so 652,697.001 767,919.00 Total (so 960,509.00 1,621,289.00 i, ,EIVE nrr�a��... m � c Eo- ri E N AU lisp O3 $.06 2N E d qz_ N O1 N N 8 a m (� LL -0 5- pnc LL n v Is W µOB F 4LL m 7 o �z �m JUN 02 2020 ¢ Co N N C M O co fq E i 0 a