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HomeMy WebLinkAbout19990512 Ver 2_Approval Letter_20130123LVXWA A& NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvada, III Governor Secretary January 23, 2013 DWQ Project # 99 0512 V2 Shellbank, Inc. THIS IS NO T Carteret County Attn: Wiley Jones 6619 Char Wheeler Drive -4 8 e CAMA PERMIT Charlotte, C 8 1 75 /'1 Subject Property: Hardesty Farms Community Boat Ramp Access Relocation, Newport Approval of 401 Water Quality Certification Modification with Additional Conditions Dear Mr. Jones: You have our approval, in accordance with the attached conditions; to permanently impact 0.093 acres of wetlands for the construction of an access road for the community boat ramp and repair /maintain the existing boat ramp in its current footprint, dimensions and elevation, as described within your CAMA application dated September 27, 2012 and received by the Wilmington Regional Office (WiRO) on October 1, 2012 and revisions received on January 07, 2013, January 21, 2013 and January 23, 2013. After reviewing your application, it has been determined that the impacts are covered by General Water Quality Certification Number 3900 (GC3900). This Certification allows you to use the 404 permit when issued by the US Army Corps of Engineers and the CAMA Major Permit when issued by the Division of Coastal Management. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non - discharge, and stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). Future wetland or stream impacts for this subdivision will be considered as cumulative and may require the project to be reviewed under an Individual Application. This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed on the following pages. 1601 Mall Service Center, Raleigh, North Carolina 27699 -1601 One Phone: 919 - 707 -86001 Internet: www.ncdenr.gov N6fffiCarolina An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper !a t�riaLiff Shellbank, Inc. Attn: Wiley Jones DWQ Project # 99 0512 V2 January 23, 2013 Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: 2. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre - Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. No Sediment & Erosion Control Measures within Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 4. Sedimentation and Erosion Control Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the Amount Approved nits Plan Location or Reference Stream N/A feet 404/401 Wetlands W 1...... 0.093 acres 4,074 sq ft Sheets 7, 8 and 8A of 8 Coastal Wetlands N/A 2. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre - Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. No Sediment & Erosion Control Measures within Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 4. Sedimentation and Erosion Control Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the Shellbank, Inc. Attn: Wiley Jones DWQ Project # 99 0512 V2 January 23, 2013 North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 5. Sediment and Erosion Control Measures Sediment and erosion control measures shall be in place prior to ANY land disturbing activities commencing. The silt fences shall be installed in accordance to plan and the side cast from the trenching shall be placed on the impacted side of the fence and NOT the side of the wetland that is to be left undisturbed. 6. Wetland Boundary Identification The wetland boundary must be clearly identified within 50 feet of the project corridor as depicted on the jurisdictional determination map signed by the US Army Corps of Engineers. The wetland boundary identification (flagging, fencing, etc.) must be maintained until the project is completed. 7. Dewatering of Construction Site Dewatering of the construction site, if required, shall be accomplished by pumping to a maintained silt bag or approved silting basin. Silt bags are not allowed to overcharge and release sediment to surface waters or wetlands. Silt bags will not be located within any wetland or surface water. 8. Continuing Compliance: Shellbank, Inc. and its authorized agents and/or contractors, shall conduct construction activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of State law and federal law. If the Division determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, the Division may reevaluate and modify this Certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the Certification, the Division shall notify Shellbank, Inc. and its authorized agents and/or contractors and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 21-1.0503 and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to Shellbank, Inc. and its authorized agents and/or contractors in writing, shall be provided to the United States Army Corps of Engineers for reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project; Shellbank, Inc. Attn: Wiley Jones DWQ Project # 99 0512 V2 January 23, 2013 9. Construction Stormwater Permit NCGO10000 Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued to the project. This General Permit allows stormwater to be discharged during land disturbing construction activities as stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction projects that disturb one (1) or more acres], full compliance with permit conditions including the sedimentation control plan, self - monitoring, record keeping and reporting requirements are required. 10. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. If you wish to contest any conditions in the enclosed certification (associated with the approved wetland or waters impacts) you must file a petition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within thirty (30) days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed- provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 67 Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699 -6714 Telephone: (919)- 733 -2698, Facsimile: (919)- 733 -3478 Shellbank, Inc. Attn: Wiley Jones DWQ Project # 99 0512 V2 January 23, 2013 A copy of the petition must also be served on DENR as follows: Mr. William Cary, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699 -6714 Telephone: (919)- 733 -2698, Facsimile: (919)- 733 -3478 This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Karen Higgins in the Central Office in Raleigh at 919.807.6360 or Joanne Steenhuis in the DWQ Wilmington Regional Office at 910.796.7306. Sincerely, i""*'Char sWakild, P.E. Division of Water Quality Attachments Enclosures: GC 3900 Certificate of Completion cc: Laura Stasavich — Land Management Group Karen Higgins - DWQ 401 Oversight Unit, Raleigh David Timpy - USACE Wilmington Regulatory Field Office Brad Connell - DCM Morehead City Doug Huggett - DCM Morehead City WiRO EIS 75' Coastal Shoreline AEC Limit t 30' Coastal Shoreline Buffer 4... \ O *, N Min Radius J� Needed for Trader . \. •. . •. •. ti (� at backing area . . .. .._.�.. i IL ......: ... EIR ;. ..i W Rapoaed I ea tMetlarM FE W 3,38740 n -,' •.�••'.'.'� Proposed \ \ 4 ' f 04 Welland Fill �� ` \ \ \�•.•.•.• , / 21 Side Slopes Tg \ • I 53240 R `IR N� '' 1 sap \ \ 1 W * Adjacent to East Nix \ \ Location of Drin \ App rox Loeabon per Septic Area CurreMy tleea \ I W 1 \ RampAaess thru Lot 17 \ I •� W� Indirect Wetland hold 155 -s0 fL \ �t \...% AV EIR ON W W —.w � µ`hl W W W W Ww SIR �t IIM_IW W WC y (TOTAL) EIR �p'cPtil SIR Fs Community EIR east Ramp Adjacent to West Lot 15 Luce LEGEND NEWPORT RIVER Parcel Boundary 404 Wetlands Coastal Marsh above NHW PROPOSED WETLAND IMPACT, Normal High Water (NHW) —Wr —w— DIRECT AND INDIRECT, TOTALS 0 093-AC 404 Wetland Fill, 12' Drive 404 Wetland Fill, 2 1 Slope Indirect 404 Wetland Impact ® PRELIMINARY THIS IS NOT AN ENGINEERED DRAWING W Coastal Shoreline Buffer — • —••— •— — FOR ENVIRONMENTAL PERM(ITINGONLY 75' Coastal Shoreline AEC — • — — — Proposed Retaining Wall 0 20 40 Bo P1O"'� Rmdasb Feewra ka anreWr. LMG w Boat L UANAGEUEaTGEOUP. Ramp A***" tar ny DETAIL 1'1°10• mars vmomo.e.ss- PROPC&ffD WETLAND vnuk,smn,raM04524 71 Well 7 Twgor..slo4saaokn IMPACT of 8 I V•AWAVI)- MJ19— MnrAnW Fsmu V1fiMv l—V•AaaA U— A1AACTFR Rmri -A Anonry Irwnr Iitdu, AAn RW= Needed Oor Treder � at Dadlmr8 gram J Pt 1 SSN .d>l Adjacent to West Lot 15 Uroe I� LEGEND Parcel Boundaries 404 Wetlands 0 Coastal Marsh above NHW 0 Normal High Water (NHW) —eu —w- W Coastal Shoreline Buffer — — — — 75' Coastal Shoreline AEC — — — — Relocated Earthen Access 0 within AEC Proposed Retaining Wall 76 Coastal ShoreBie AEC Lard - W Coastal Shorelme Buller Ox N� COMMON AREA ACREAGE n� By COORDWE YEIMOD 0 76 AC Proposed Access to Bost Rwp (dme surface) �— within 75' AEC • 4.817 eq R Total AEC Area to PL! 77,105 6 sq R % of AEC o 14 5% NEWPORT RIVER -kem 7m;; Tdwp 9 em�nel�ti Adjacent to East Nut •.w �'� w PRELIMINARY THIS IS NOT AN ENGINEERED DRAWING FOR ENVIRONMENTAL PERMRTING ONLY 0 20 40 80 Cross Section A Proposed Fill, Road ® Note Depth and height of wall to be determined by contractor. Cross Section B 0 4 a 16 iiiiiiiiiia Proposed Fill, Road ® s a e 16 PRELIMINARY THIS IS NOT AN ENGINEERED DRAWING FOR ENVIRONMENTAL PERMITTING ONLY