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Home My WebLink AboutSW8040407_COMPLIANCE_20100408STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE 2(iI 0 ol(Id YYYYMMDD State Stormwater Inspection Report General Project Name: t? Permit No: SW8 Expiration Date: , a a ' Contact. Person: Phone Number: Inspection Type: - eu n e. Inspection Date: Time I ylz, Time Out: L 0 Current Weather: �_ Recent Rain (Date)? ]fain — in d Location Facility Address / Location: 64 City: �i�R S Zip: County.��f Lat: 0 "N Long: - "W Permit Information Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule oHigh(HD e Creek High Quality Water: Density (circle one): Low (LD) Stor ater Best Management Practices (BMPs) (insert number of each). - et Ponds Infiltration Basins Infiltration Trenches Dry Ponds Bioretention Permeable Pavement Cistern Level Spreader/Filter Strip Other (spec f ): File Review 2008 Coastal Rule Session Law 2006-246 Outstanding Resource Waters LD Swales Stormwater Wetlands .Sand fillers (circle one) Open' Closed Yes/ No NIA NIE 1, is the permit active? 2. Signed En ineees Certification on fie? 3. Signed Operation and Maintenance agreement on tile? 4. Recorded Deed Restrictions on file? Site Visit: Built Unon Area (RUA1 Yes No NIA NIE 5. 13UA is constructed and consistent with the pemiit requirements? 6. BUA (aspermitted) is graded such that the runoff drains to the system? (high density on! 7. Drainage area is consistent with ennit? (i.e. no un eitnitted drainage to the SW BMPs) 8_ Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs Site Visit- Stnrmwater BMPs Yes / No NIA NIiE 9. Stormwater BMPs are locatedtheapprovedplans? _per 10. Stormwater BMPs have dimensions e . length, width, area matching the approvedplans?. 11. Stormwater BMPs are constructed per the approvedplans? Site Visit- Oneration and Maintenance Yes No NIA NIF 12. Access points to the site are clear and well maintained? 13, Trash has been removed as needed? 14. Excessive landscape debris (grass clippings, leaves, etc) is controlled? 15. Stormwater BMPs being operated and maintained as per the permit requirements? 16, Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only) Site Visit: Other Permit Conditions Yes No NIA NIE 17. is the site compliant with other conditions of the permit9 Site Visit: Other Water Qual& Issues Yes No NIA NIE 18. Is the site compliant with other water quality issues as noted during the inspection? Slate Stormwater Inspection Report, Version 3.0_3-09 Page I of 2 State Stormwater inspection Report B o'c k 3 awe. ��c � �s � Ai! "iq , kj 4M ar! sa e A6-fe- 6(ty �[� s N .t; 0 wr r" 1` � n ih e, s � `� oh b-LI��- on PICtUrQS (some of the pictures taken during the site Compliance Status ❑ Compliant v Non -Compliant Letter Sent (circle one): Yes No Letter type: CEi NOV NOVRE Other Date Sent: Reference Number: Inspector Name and Signature: 8z Lul Date: C State Stormwater Inspection Report, Version 3.0_3-09 Page 2 of2 WET DETENTION O & M Inspection Checklist INLETS and FOREBAY 1. Inlets are located per the approved plans: ❑ ❑ 2. Inlet device (swale or pipe) is free of damage, clogs or erosion: ❑ ❑ ❑ 3. Forebay berm is in place and without erosion: ❑ [ ❑ ❑ 4. Forebay is free of excessive sediment: 0 [ ❑ ❑ SIDE SLOPES AND BANKS S. Vegetated slopes are 3:1 or less: Y ❑ ❑ ❑ 6. Banks are stable and free of erosion or bare soil: ❑ 10, ❑ ❑ 7. Slopes or berms are free of woody vegetation: ❑ 92 ❑ ❑ 8. Free of muskrats or beaver activity: ❑ ❑ ❑ 9. Grass is being maintained and mowed (not scalped) as required: ❑ ❑ ❑ PERIMETER AND MAIN BAY 10. Vegetated shelf is 6:1 or 10:1 as permitted and properly vegetated: ❑ El 11. Algal growth covers less 50% of the area: LZ/ ❑ ❑ ❑ 12. Cattails, phragmites or other invasive plants cover less than 50% of the basin surface: (d ❑ ❑ ❑ 13.- Main treatment area is free from excess sediment accumulation: ❑ ❑ ❑ OUTLETS a 14. Swale or emergency outlet bypass is in the correct place and is in good condition: ❑ ❑ ❑ 15. Drawdown device is correctly sized free of damage or clogging: ❑ ❑ ❑ 16. Orifice size matches the approved plans [� ❑ ❑ ❑ 17. Outlet is free of erosion or other signs of damage: ad ❑ ❑ ❑ 18, Trash rack is installed L1Q ❑ ❑ ❑ 19. Vegetated filter is in place (if applicable) ❑ ❑ ❑ 20. Relative elevations match approved plans ❑ ❑ ❑ 21. Fountain pump (if permitted) is less than or equal to the maximum allowable size: ❑ ❑ ❑ V3.3_09 NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor March 4, 2010 Jerry Jones, President Jones Funeral Home Onslow Co., Inc. 303 Chaney Avenue Jacksonville, NC 28540 Subject: NOTICE OF INSPECTION Jones Funeral Home Permit No. SW8 040407 Onslow County Dear Mr. Jones: Division of Water Quality Coleen H. Sullins Director Dee Freeman Secretary On February 8, 2010, Vincent Lewis of the Wilmington Regional Office of the Division of Water Quality (DWQ) inspected Jones Funeral Home in Onslow County to determine compliance with Stormwater Management Permit Number SW8 040407 issued on July 19, 2004. DWQ file review and site inspection revealed that the site is not compliant with the terms and conditions of this permit. Please find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter, which summarizes the findings of the recent inspection. As indicated in the attached inspection report, the following deficiencies must be resolved: 1. Vegetation along pond side slopes not maintained/mowed. 2. Woody vegetation growing along pond side slopes. 3. Erosion along several areas of pond slopes. 4. Forebay contains excessive sedimentation. Please inform this Office in writing before April-5-,2010,', of the specific actions that will be undertaken and the time frame that will be required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action including the assessment of civil penalties of up to $10,000 per day. If a written plan of action is not submitted to this office by April 5, 2010 then DWQ staff will re -inspect the site and issue a Notice of Violation if the listed deficiencies have not been addressed. Please be reminded that if any ownership or name change has occurred it is the permittee's responsibility to notify this office in writing. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796-7215. 3 i 9 l�� o r�►•. Jam% ca�l� � 5�t Sincerely, 10%40 Gdd,�;R Chris Baker_ S s Environmental Engineer 4C-S £ wo�i� sek� Enclosure: Compliance Inspection Report GDSlcsb: S:IWQSISTORMWATERIINSPECT1040407.mar10 cc: John Hennessy-NIPS-ACOU WiRO Files DWQ Central Files Wilmington Regional office One 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarohna Phone: 910.796.72151 FAX: 910-350-20041 Customer Service: 1.877-623-6748 �� Internet: www.ncwaterquality org Compliance Inspection Report Permit: SW8040407 Effective: 07/19/04 Expiration: 07/19/14 Owner: Jones Funeral Home Onslow Co., Inc. Project: Jones Funeral Home - 407 Hammocks Road -Swansboro County: Onslow 407 Hammocks Rd Region: Wilmington Swansboro NC 28584 Contact Person: Jerry Jones Title: Phone: 910-455-1281 Directions to Project: From the intersection of NC 24 & nc 172 in Hubert, eat on NC 24 approx 2.2 miles to Hammocks Road, right on Hammocks Road approx. 0.25 miles site is on left. Type of Project: State Stormwater - HD - Detention Pond Drain Areas: 1 - (White Oak River Restricted Area) (03-05-01) { SC) On -Site Representative(s): Related Permits: Inspection Date: 0210812010 Entry Time: 12:45 PM Primary Inspector: Vincent Lewis Secondary Inspector(s): Reason for Inspection: Routine Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant ® Not Compliant Question Areas: J1 State Stormwater (See attachment summary) Exit Time: 01:20 PM Phone: Inspection Type: Stormwater Page: 1 r Permit: SW8040407 Owner - Project: Jones Funeral Home Onslow Co., Inc. Inspection Date: 02/08/2010 Inspection Type: Stormwater Reason for Visit: Routine Inspection Summary: The following deficiencies were noted during the inspection: 1. Vegetation along pond side slopes not maintainedlmowed. 2. Woody vegetation growing along side slopes. 3. Several areas of erosion along pond side slopes. 4. Forebay contains excessive sedimentation. To bring the system into compliance the following must be completed: 1. Mow and maintain vegetation to a maximum height of 6". 2. Cut and remove wooky vegetation. 3. Repair and stabilize eroded areas along the pond side slopes. 4. Remove/clean-out excessive sedimentation and resotre forebay to origional bottom elevation. Page: 2 Permit: SW8040407 Owner - Project: Jones Funeral Home Onslow Co., Inc, Inspection Date: 02/08/2010 Inspection Type: 5tormwater Reason for Visit: Routine r:I_ n_..:_... Yan Nn NA NF Is the permit active? ® ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? ®❑ ❑ ❑ Signed copy of the Operation & Maintenance Agreement is in the file? ®❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ❑ ❑ in ❑ Comment: SW Measures Yes No NA NE Are the SW measures constructed as per the approved plans? ®❑ ❑ ❑ Are the inlets located per the approved plans? ® Q ❑ Cl Are the outlet structures located per the approved plans? IN ❑ ❑ ❑ Comment: 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 ❑ ❑ IM ❑ upon request? Comment: Side slopes erosion/bare spots in several places. Woody vegetation is growing along the pond side slopes and vegetation has not been maintained/mowed as required. The forebay is filled with excessive sedimentation. Built Upon Area Is the site BUA constructed as per the permit and approval plans? Is the drainage area as per the permit and approved plans? Is the BUA (as permitted) graded such that the runoff drains to the system? Comment: Other WQ Issues Is the site compliant with other water quality issues as noted during the inspection? Comment: Other Permit Conditions Is the site compliant with other conditions of the permit? Comment: ®❑❑❑ ® ❑ ❑ ❑ IN000 EN00D Page: 3 .DETENTION POND ANALYSIS FILENAME: DATANWQS\POND1040407.WK1 ..................... PROJECT#: SW8 040407.. .. ....... REVIEWER- ;:R1H6II:;` ... .. .. .. .. . .. .............................. '176h&dl Home PROJECT NAME: :j:6:'6'6'i: .. .. .. .. .. .. ........... I .... .. I .. .. .. .. .. .. DATE: 22-Jun-04 '.. .. .. Receiving Stream- W i e::.Oak'RiVer Restricted A Class: ........... ......... ..... .. Drainage Basin- ::White a � . .. .. .. Index No. .. . �;2.'66; acres Site Area : : : : - - ; : : - .. ..... .. .. .. .. .. Drainage Area 74t3.00 square feet Area IMPERVIOUS AREAS acres Rational C Pi 095T:0&': square feet ........... ........... ........ ............. .. ..... ..... 3 092�.'00;;Isquare feet g: ..... .. Sidewalks 1712.00 square feet Signs 12.00 square feet Future 3000.00 square feet square feet TOTAL 587670fJ square feet Rational Cc= SURFACE AREA CALCULATION % IMPERVIOUS Des. Depth TSS -. SA/DA Ratio Req. SA sf Prov. SA sf VOLUME CALCULATION * place a "1" in the box if Rational is used Rational ?* ............. Des. Storm Rv= Bottom .................... msl Perm. Pool ! 2. msl Design Pool 27 23 msl Design SA sf Req. Volume cf Prov. Volume ................ cf ORIFICE CALCULATION Avg. Head = Flow Q2, cfs Flow Q5, cfs No. of Orifices Diameter, inches Drawdown = ft cfs cfs weir H x W days FOREBAY Perm. Pool Volume= Req. Forebay Volume= Provided Volurne= Percent= SA @ Elevation= Q2 Area = sq. Q5 Area Orifice Area sq. in. Q cfs ,22 in X COMMENTS Surface Area , Volume and Orifice are within Design Guidelines r, WHITE OAK RIVER BASIN Name of Stream Subbasin Stream Index Number Map Number Class Spit Bay WOK04 21-35-7-21 H33SW7 SA;HQW Spooner Creek WOK03 20-36-10 131NE2 SA;HQW Spring Branch WOK01 20-14 H30SW7 C Squires Run WOK02 19-3 H28NE5 C;NSW Starkey Creek WOK01 20-29-2 I3ONE1 SA;HQW Starkeys Creek WOK01 20-10 H29SE3 C Steep Hill Branch WOK01 20-23-2 H30SE7 SA;HQW Stevens Creek WOK01 20-28 I30NE4 SA;HQW Stick Creek WOK02 19-15 I29NW2 SC;HQW,NSW Stones Bay WOK02 19-30 I29SW2 SA;HQW Stones Creek WOK02 19-30-3 I29SW4 SA;HQW Strawhorn Creek WOK02 19-13-1 129NW2 SC;HQW,NSW Styron Bay WOK04 21-35-7-3 H33SE1 SA;ORW Styron Creek WOK04 21-35-7-3-3 H33SW3 SA;HQW Tank Creek WOK02 19-17-5 I29NW1 C;NSW Tar handing Bay WOK03 20-36-15 132NW5 SA;HQW Taylor Bay WOK03 20-36-3 130NEG SA;ORW Taylor Creek WOK01 20-20 H30SW9 C Taylor Creek WOK03 21-34 I32NE4 SC Taylor Creek WOK04 21-34 I32NE4 SC The Ditch WOK05 21-35-6-1 I32NE9 SA;ORW The Straits WOK04 21-35-1-12 132NE2 SA;HQW The Swash WOK05 21-35-7-15 H33SW9 SA;ORW Thomas Creek WOK04 21-35-1-5 H32SE7 SA;HQW Toms Creek WOK02 19-38-2 I29SE4 SA;HQW Town Creek WOK02 19-21 I29NW9 SC;HQW,NSW Town Creek WOK03 21-33 I32NW3 SC Traps Bay WOK02 19-38 I29SE4 SA;HQW Traps Creek WOK02 19-38-1 I29SE4 SA;HQW Try Yard Creek WOK05 21-35-7-33-1 133NW4 SA;ORW Turner Creek WOK04 21-35-1-11-1 I32NW3 SA;HQW Tush Creek WOK04 21-35-7-25 I32NE3 SA;ORW Two Pole Branch WOK02 19-29 I29SE1 SC;HQW Unnamed Tributary to New River (Rufus Creek) WOK02 19-37-1 129SE4 SC;HQW WHITE OAK RIVER WOK01 20-(1) H29NE4 C WHITE OAK RIVER WOK01 20-(14.5) H30SW5 C;HQW WHITE OAK RIVER WOK01 20-(18) H30SW9 SA;HQW WHITE OAK RIVER WOK03 20-(18) H30SW9 SA;HQW Wade Creek WOK04 21-35-7-22-7 H32SE9 SA;HQW Wading Creek WOK03 21-27 I32NW3 SA;HQW Wading Creek WOKD4 21-27 I32NW3 SA;HQW Wallace Creek WOK02 19-20 I29NE5 SB;NSW Ward Creek WOK01 20-33 I30NWG SC Ward Creek WOK04 21-35-1-7 H32SE8 SA;HQW Wards Channel WOK02 19-40 I29SEB SA;HQW Ware Creek WOK03 21-25 H32SW8 SA;HQW Webb Creek WOKO1 20-19 H3CSW8 C West Prong Broad Creek WOK03 20-36-7-1 I31NW1 SA;HQW Westmouth Bay WOK04 21-35-1-12-3 I32NE5 SA;HQW Whale Creek WOK05 21-35-2 I32NE4 SA;ORW Wheeler Creek WOK02 19-35 129SW6 SA;HQW White Oak River Restricted Area WOK01 20-32 I30NE4 SC Whitehurst Creek WOK02 19-26 I29NW9 SC;HQW,NSW Whitehurst Creek WOK04 21-35-1-12-2 I32NE2 SA;HQW Page 7 of 8