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HomeMy WebLinkAbout20151150 Ver 1_Approval Letter_20151215Water Resources ENVIRONMENTAL QUALITY Henderson County Attn: Marcus Jones 1 Historic Courthouse Square Hendersonville, NC 28792 PAT MCCRORY G- ­ DONALD R. VAN DER VAART searermy S. JAY ZIMMERMAN Director December 15, 2015 D W R # 15-1150 Henderson County Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS Pardee Memorial Hospital Dear Mr. Jones: You have our approval for the impacts listed below for the purpose described in your application dated October 29, 2015, and received by the Division of Water Resources (Division) on November 13, 2015, with additional information received December 14, 2015. These impacts are covered by the attached Water Quality General Certification Number 3890 and the additional conditions listed below. This certification is associated with the use of Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout Buffer regulations. This approval requires you to follow the conditions listed in the enclosed certification(s) or general permit and the following additional conditions: 1. The following impacts are hereby approved provided that all of the other specific and general conditions of the Certification are met. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b) and/or (c)] Type of Impact Amount Approved (units) - Permanent Amount Approved (units) Temporary Streams Impact S1 148 feet Impact S2 20 feet State orNortll Carolina 19nvGomoemal Quality I Water ReAurus 2090 U.S. Hwy. 70 1 Swannanoa, NoA Caralwa 28178 8282964500 Pardee Memorial Hospital DW R# 15-1150 401 Approval Page 2 of 3 2. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification/Authorization. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification(s) and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)] 3. The project shall comply with 15A NCAC 02T .0301 and all other State, Federal and local - sewer system regulations. [15A NCAC 02T.0301] 4. All temporary impacted areas will be restored to pre -construction natural conditions upon completion of the project. [15A NCAC 02H .0506 (b)(2) and (c)(2)] 5. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this Certification. A copy of this Certification, including all conditions shall be available at the project site during the construction and maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H.0506 (b)(2) and (c)(2)] 6. The Stormwater Management Plan (SMP) approved by Henderson County on August 18, 2015 meets the requirements of the 401 Certification Program. The SMP may not be modified without prior written authorization from Henderson County. A copy of the approval letter and the modified SMP shall be submitted to the DWR 401 & Buffer Permitting Unit (1617 Mail Service Center, Raleigh, INC 27699-1617) prior to commencement of the modifications. [15A NCAC 02H .0506 (b)(5)] This approval and its conditions are final and binding unless contested. [G.S. 143-215.51 This Certification can be contested as provided in Articles 3 and 4 of General Statute 1508 by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60) calendar days. A petition form maybe obtained from the OAH at htto://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:OOam and S:OOpm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address. for the OAH: If sending via US Postal Service: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714' Pardee Memorial Hospital DWR# 15-1150 401 Approval Page 3 of 3 If sending via delivery service (UPS, FedEx, etc): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DENR: Sam M. Hayes, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review by the Division under section 401 of the Clean Water Act as described in 15A NCAC 02H .0500. Please contact Andrew Moore at 828-296-4684 or Andrew.W.Moore@ncdenr.Rov if you have any questions or concerns. Sincerely, G. Landon Davidson, P.G., Regional Supervisor Water Quality Regional Operations Asheville Regional Office Enclosures: GC 3890 Certificate of Completion cc: Clement Riddle — ClearWater Environmental Consultants, Inc. (via email) David Brown — USACE Asheville Regulatory Field Office (via. email) Andrea Leslie —NCWRC (via email) Stan Aiken - Division of Energy, Mineral, and Land Resources (via email) DWR ARO 401 files - - - DWR401 and Buffer Permitting Unit G:\WR\WQ\Henderson\401s\Non-OOT\Pardee Memorial Hospital\APRVLPardeeMemoriaiHospita1.12-15-2015.do,x Water Quality Certification No. 3890 GENERAL CERTIFICATIONFORPROJECTS ELIGIBLE FORD S ARMYGGRPS OF ENGINE ERS-N/1TIONWIDE PERMIT NUMBERS 18111 DISCHARGES). 21JR SI�DENT_IAL DEVELOPMENT), 39(COMMERCIAL AND INSTITUTIOfJAL-D1=11EL9PME_N?�, 41 (RESHAPING EXISTING DRAINAGE DITCHE 2(RECREATIONAL FACILITIES). 44 (MINING ACTIVITIES) AND 40 )DISCHARGES IN DITCHESI. AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES). Water Quality Certification Number 3890 is issuedin conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15A NCAC 02H.0500 and 15A NCAC 026,0200 for the discharge of [Il material: to waters and adjacent wetland areas or to wetland areas that are not a part of the surface tributary system to interstate waters or navigable waters of the United States as described in 33 CFR 330 Appendix A (B) (18, 29 39, 41 42 44 and 46) of the Corps of Engineers regulations and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 026:0200. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 308 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Activities meeting any one (1) of the following thresholds or circumstances require written approval for a. 401 Water Quality Certification from the Division of Water Quality (the "Division"): a. Any impacts to streams involving excavation or dredging; or b. Total stream impacts within the project boundaries equal to or greater than .15011near feet of stream, including temporary and/or permanent Impacts; or c. Any stream relocation or d. Any impact associated with a high density project (as defined in Item (A)(Iv) of the 401 Stormwater-Requirements) that is not subject to either astate stormwater program (such h,& em limned rn rn.ntal (1Mmties: HOW ORW or state -Implemented Phase It e. Temporary or permanent Impacts equal to or greater thin one -tent 1/1.. acre of wetlands or open waters; or f. Any impacts to wetlands adjacent to waters designated as: ORW SA WS -1 WS -Il, or Trout, or wetlands contiguous to waters designated as a North Carolina or National Wild and Scenic River or g. Any Impacts to coastal wetlands 115A NCAC 07H 0205)], or Unique Wetlands (UWL) [15A. 'NCAC 021-1,05061, or h. Any impact associated with Notice of Violation or an enforcement action for violation(s) of :DWQ Wetland Rules (15A NCAC 02H 0500) Isolated Wetland Rules (15A NCAC 02H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A. NCAC 02B.0200); or. I. Any Impacts to streams and/or buffers in the Neuse, Tar-Pamllco or Catawba River Basins or in the Randleman Jordan or Goose Creek Watersheds (or any other basin or watershed with. Riparian Area Protection Rules (Buffer Rules) In effect at the time of application) unless the activities are listed asEXEMPT" from these rules or a Buffer Authorization Certificate is issued through N C, Division of Coastal Management(DCM) delegation for "ALLOWABLE" activities; - In accordance with North Carolina: General Statute 143.215.30(e), written approval. for a 401 Water Quality General Certification must include the appropriate fes If a project also requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the. two fees, Water Quality Certification No. 3890 Water Quality Certification No. 3890 ActivItles Included in this General Certification that do not meet one of the thresholds listed above do not require written approval from the Division as long as they comply with. the Conditions of Certification listed below. If any of these Conditionscannot be met, then written approval from the Division Is required. Conditions of Certification: t. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use of this Certification No waste spoil, solids, or fill of any kind shall occur in wetlands waters or riparian areae beyond the footprint of the impacts depioted in the Pre -Construction Notification as authorized. in the written approval from the Division or beyond the thresholds established for use of this Certification without written authorization includingincidental impacts. All construction activities, including the design, installation, operation and maintenance of sediment and erosion control Best Management Practices shall be performedso that no violations of state water quality standards, statutes, or rules occur. Approved pians and specifications for this project are Incorporated by reference and Are enforceable parts of this permit. 2. Standard Erosion and Sediment Control Practices 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 and If applicable comply with the specific conditions and requirements of the NP,DES'Construction Stomiwater Permit issued to the site:: a. Design, installation operation and maintenance of the sediment and erosion control measures must be suchthat they equal or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manuel 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. .— —b.— For -borrow -pit sites the.erosion and sedtmant control rreasutes mustbe designed installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manuel. c, Reclamation measures and implementation must comply with the reclamation in accordance' with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. it, Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. e.. If the projectoccurs in waters or watersheds classified. as Primary Nursery Areas (PNAs),. SA, WS -I, WS -II, High Quality (HOW), or Outstanding Resource (ORW) waters, then the sedimentation and erosion control designs must comply with the requirements set forth In 15A NCAC 04B.0124, 0asign Standards In Sensitive Watersheds: Water Quality Certification No. 3890 Water Quality Certification No. 3890 3, No Sediment and Erosion Control Measures in Wetlands or Waters. Sediment and erosion control measures shall not be placed in wetlands or waters. Exceptions to this condition require application submittal to and written approval by the Division If placement of sediment and erosion control devices in wetlands and waters is unavoidable, then design and placement of temporary erosion control measures shall not be conducted in amanner that may result in chs -equilibrium of wetlands; stream beds, or banks, adjacent to or upstream and downstream of theabove structures All sediment and erosion control devices shall be removed andthe natural grade restored within two (2). months of the date that the Division of Land Resources (DLR) or locally delegated programhas released the specific area within the project. 4. Construction Stormwater Permit. NCG010000 An NPDES Construction Stormwater Permit is required for construction projects that disturb one (1) or more acres of land. This Permit allows Stormwater to be discharged during land disturbing construction activities as stipulated in the conditions of the permit.. If your project is covered by this permit, full compliance with permit conditions including the erosion& sedimentation control plan, inspections and maintenance self-monitoring,: record keeping and reporting requirements is required. A copy of the general permit (NCG010000), inspection log sheets, and other information may be found at htto:Hoodal nod'enr oro/webfwgMs/su/nndesswktab-w. The North Carolina Department of Transportation (NCDOT) shall be required to be in full compliance with the conditions: related to construction activities within the most recent version of their individual NPDES (NC8000250) stormwater permit. 5. Construction Moratoriums and Coordination If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish spawning, or bird nesting), then biological monitoring may be required at therequest of other state or federal agencies and coordinatedwith these activities. I trout, anadromous concern shall be. resource agency moratorium.. Work within the twenty-five(26) designated trout counties orldenfified state or federal endangered or threatened species habitat shalt be coordinated with the appropriate WRC, USFWS, NMFS, andlor DMF personnel 6.. Work in the Dry All work in or adjacent to stream waters shall be conducted so that the flowing stream does not come in contact with the disturbed area, .Approved best management practices from the most current version of the NOSedimentand. Erosion Control Manual, or the NO DPT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Exceptions to this condition require application submittal to and written approval by the Division, Water Quality Certification No. 3890 Water Quality Certification No. 3$90 7.: Riparian Area Protection (Buffer) Rules Activities located in the protected riparian areas (whetherjurisdictions wetlands- or not),. within the Nauss, Tar -Pamlico, or Catawba River Basins or in the Randleman; Jordan, or Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited to "uses" identified within and constructed in accordance wth 15A NCAC 02B ,0233, 0259, .0243 0260, .0267 and .0605, andshall be located designed, constructed, and maintained to have minimal disturbance to protect water quality to themaximum extent practicable through the use of best management practices. All buffer rule requirements, including diffuse flow requirements, must be met. 8. If concrete is used during the construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state Water thatinadvertently contacts uncured concrete shall not be discharged to waters of the state due to the potential for elevated pH and possible aquatic life/ fish kills, 9,. Bridge deck drainsshall not discharge directly into the stream. Stormwater shall be directed across the bridge and pre-treated through slte•approprlate means (grassed swales, pre- formed scour holes, vegetated buffers, etc.) before entering the stream Please refer to the most current version of Stormwater Best Management Practices Exceptions 40 thiscondition require written approval by the Division. 10. Compensatory Mitigation In accordance with 15A NCAC 02H 0506 (h), compensatory mitigation may be required for losses of equal to or greater than 150 linear feet of streams (intermittent and perennial) and/or equal to or greater than one (1)acre of wetlands. For linear public transportation projects impactsequal to or exceeding 150 linear feet per stream shall requite mitigation. Buffer mitigation may be required for any project with Buffer Rules In effect at the time of application for activities classified as "Allowable with Mitigation" or "Prohibited" within the Table of Uses. A -determination. of.buffer.-wetland and strearn,mitigation requirements attell.be made for -err General Water Quality Certification for this Nationwide and/or Regional General. Permit, Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington District Stream Mitigation /guidelines (April 2003) or its subsequent updates.' Compensatory mitigation plans shall be submitted to the Division for written approval as. required In those protocols The mitigation plan must beimplemented and/or constructed before any impacts occur on site:. Alternatively, the Division will accept payment into an in -lieu fee program or a mitigation bank. In these cases, proof of payment shall be provided to the Division before. any impacts occur on site. Water Quality Certification No. 3690 4 Water Quality CertificationNo. 3890 11. Relocated stream designs should include the same dimensions, patterns, and profiles as the existing channel (or a stable reference reach If the existing channel Is unstable) to the maximum extent practical. The new channel should be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized Vegetation used for bank. stabilizationshall be limited to native woody species and should include establishment of a 30 -foot wide wooded and an adjacent 20 -foot wide vegetated buffer on: both sides of the relocated channel to the maximum extent practicalL. A transitional phase incorporating appropriate erosion control matting materials and seedling establishment Is allowable, however matting that incorporates plastic mesh and/or plastic twine shall not be used In wetlands, riparian buffers or floodplalns as recommended by the North Carolina Sediment and Erosion Control Manual, Rip -rap, A -Jacks, concrete, gabions or other hard structures may be allowed If it Is necessary to maintain the physical integrity of the stream, however, the .applicant must provide written justification and any calculations used to. determine the extent of rip -rap coverage. Please note that if the stream.reloeation is conducted as a stream restoration as defined in the US Army Corps of Engineers Wilmington District„ April 2003 Stream Mitigation Guidelines (or its subsequent updates), the restored length may be used as compensatory mitigation for the impacts' resulting from the relocation. 12. Stormwater Management Plan Requirements All applicationsshall address stormwater management throughout the entire project area per the 401 Stormwater Requirements, referenced herein as Attachment A at the end of this Certification 13. Placement of Culverts and Other Structures in Waters and. Wetlands Culverts required for this project shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic Jife movement during low flows. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Placement of culverts and other structures In waters and streams must bebelow the elevation of the streambed by one foot for all culverts with adiameter greater than 48 inches, and20 peroant ofthe culvert_diameter for Culverts having a diameter less than or equalto 48, inches, to allow low flow passage of water and aquatic life, When topographic constraintsindicate culvert slopes of greater than 5%, culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/ connectivity has been provided: when possible (rock ladders, croesvenes etc). Notification to the Division including supporting documentation to include a location map of the culvertWvert pmfile drawings, and slope calculations shall be provided to the Division 60. days prior to the Installation of the culvert. When bedrock is present in culvert locations culvert burial is not required provided that there is sufficient documentation of the presence of bedrock Notification: to the Division including supporting documentation such as, but not limited to a location map of the culvert, geotechnical reports, photographs, etc shall be provided to the Division minimum of 60 days prior to the installation of the culvert. If bedrock is discovered during construction, then the Division shall be notified by phone or emailwithin 24 hours of discovery. If'other site-specific topographic constraints preclude the ability to bury the culverts as described above and/or It can be demonstrated, that burying. the culvert would result in destabilization of the channel, than exceptions to this Condition require application submittal to,and written approval by, the Division of Water Quality, regardless of the total Impacts to streams or wetlands from the project Water Quality Certification No: 3890 5 Water Quality Certification No. 3890 Installation of culverts in wetlands must ensure continulty, of water movement and be designed to adequately accommodate high water or flood conditions Additionally, when roadways, causeways, or other fill projectsare constructed across FEMA -designated floodways or wetlands, openings suchas culverts or bridges must be provided to maintain the natural hydrology of the System as wall as prevent constriction of the iloodway that may result in destabilization of streams or wetlands. The establishment of native, woody vegetation and other soft stream bank: stabilization techniques must beused where practicable instead of rlprap or other bank hardening :methods. 14. All temporary fill and culverts shall be removed and the impacted area returned to natural conditions within 90 days of the determination that the temporary impact Is no longer neosssary. The impacted areas shall 'be restored to original grade including each stream's original cross sectional dimensions,plan formpattern, and longitudinal bed and bed profile,. and the various sites shall be stabilized with natural woody vegetation (except for the approved maintenance areas) and restored to prevent eroson. 15. All temporary pipes/ culverts/ riprap pads etc, shall be installed In all streams as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow or cause dis-equilibrium during.- use of this General Certification. " 16. Any riprap required for proper culvert placement stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly Impacted by the approved construction activity, All rip -rap shall buried andlor"keyed: in" such that the original stream elevation and streambank contours are restored and maintained Placement of rip -rap or other approved materials shall not result In de -stabilization of the stream bed or banks upstream or downstream of the area. 17. Any rip -rap used for stream stabilization shall be of a size anddensity so as not to be able to be carried off by wave current action, or stream flows -and. consist of clean rock or masonry 1.5. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas including riparianbuffers but is: restricted to no closer than lg feet from top -o€bank of streams. Any fertilizer application must comply with all other Federal, State: and Local regulations. 19, If this Water Quality Certification is used to access building sites, thenall lots owned by the applicant must be buildable without additional impacts to streams or wetlands. The applicant Is required toprovide evidence that the lots are buildable without requiring additional impacts to wetlands watersor buffers if required to do so in writing by the Division. For road construction purposes,. this Certification shall only be utilized from natural high ground to natural high ground, 20. Deed notifications or similar mechanisms shall be placed on all retained Jurisdictional Wetlands waters, and protective buffers within the project boundaries in order to assure compliance for future wetland, water, and buffer impact These mechanismsshall be put in place at the time of recording of the properW or of individual lots whichever is appropriate. A sample deed notiflcation can. be downloaded from the 401/Wetlands unit wen site at htto9/oortal ncdenr oro/Sveb/wp/swo/ws/4011certsandoermits/apply/forms The text of the 'sample deed notification may be modified as appropriate to suit to a specific. project, Documentation of deed notifications shall be provided to: the Divislon upon request, Wafer Quality Certification No. 31190 6' Water Quality Certification No. 3890 21, If an environmental document is. required under the National or State Environmental Policy Act (NEPA or SEPA) then this General Certification is not valid until a Finding of No Significant Impact (rONSI) or Record of Decision (ROD) is issued by the State. Clearinghouse. 22. In the twenty (20) coastal counties the appropriate DWQ Regional office must be contacted to determine if Coastal Stormwater Regulations will be required. 23. This General Certification does not relieve the applicant of the. responsibility to obtain all other required Federal,. State or Local approvals. 24. The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If the Division determines that such standards or laws are not being met, including 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, then the Division may reevaluate and modify this General Water Quality Certification. 28 When written authorization is required for use of this certification, upon completion of all permitted impacts included within the approval and any subsequent modificationa the applicant shall be required toreturn the certificate of completion attached to the approval. One copy of the cartificate shall. be sent to the DWQ Central Office in, Raleigh at 1650 Mail. Service Center, Raleigh, NO, 27699-1660. 26. Additional site-specific conditions,including monitoring and/Ormodeling requirements, may be added to the written approval letter for projects proposed under this Water Quality Certification: In order to ensure compliance with all applicable water quality and effluent standards. 27. This certification grants permission to the director, an authorized representative of the Director, or-DENR staff, upon the presentation. of proper credentials, to enter the property during normal business hours. This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide and/or Regional General Permit The conditions in effect on the date of issuance of Certification for a. specific project shall remain ineffect for the life of the project, regardless of the expiration date of this Certification. Non-compliance with or violation: of the conditions herein set forth by a specific project :may result In revocation of this General Certification for the project and may also result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of formal application for Individual Certificationfor any project in this category of activity if it is determined that the project Is likely to have asignificant adverse effect upon water quality, including stateor federally listed endangered or threatened aquatic species or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Water Quality Certification No. 3890 Water Quality Certification No. 3890 Public hearings maybe held for specific applications or group of applications prior to a Certification decision If deemed in the publics best interest by the Director of the North Carolina Division of Water Quality. Effective date: March. 19, 2012 DIVISION OF WATER QUALITY By J%%:"06 "moi ^-_- 12,, Charles Wakild, P.E. Director History Note Water Quality Certification (WQC) Number 3690 Issued March 19, 2012 replaces WQC Number 3821 issued April 6, 2010: WQC Number 3631 issued March 19, 2007, WQC 3402 issued March, 2003,' WQC Number 3362, issued March 18, 2002; WQC 3287, issued June 1, 2000; WQCs 3106 and 3108 issued February 11, 1997 ibis Water Quality Certification is rescinded when the Corps of Engineers reauthorizes any of the corresponding Nationwide or Regional General Permits and/or when deemed appropriate by the Director of the Division of Water Quality. Water quality Certification No. 3890 8 Water Quality Certification No. 3890 Attachment A: 409 Stormwater Requirements. The requirements listed below shall be implemented in order to Comply with Condition 12 of this General Certification: For the North Carolina Department of Transportation, compliance with NCDOT's Individual NPDES permit NOS000250 shall serve to satisfy the 401 and Isolated Wetland Stormwater Requirements, A. Design and Implementation Requirements. All projects, regardless of project area, amount of built -upon area or amount of jurisdictional impact, shall meet the fallowing stoimwatar design requirements: I. Non -Erosive Discharge to Streams and Wetlands. Stormwater conveyances that discharge to streams and wetlands must discharge ata non-erosive velocity prior to entering the stream or wetland during the. peak flow from: the ten-year storm. I, Vegetated Setbacks..A 30 -foot wide streams,: rivers and tidal waters in arei Protection Rule or other morestringer the setback: shall be measured horizoi structures, the top -of -bank of streams waters, perpendicular to shoreline. Ve or local governments may be met con coastal isolated or 404 jurisdictional vegetated setback may becleared an( in grass or other vegetative or plant m IIn a state filters required by state rules iuirement and may contain Cfional portions of the s planted with and. maintained Ifi: Construction and Operation. The stormwater management plan must be constructed and operational before. any. permanent building or other structure is occupied or utilized at the site The stormwater management plan including drainage patterns, must be maintained to perpetnity.4 v. StormwatorDesign Requirements for Projects Not Covered Under Item (ivi. Projects that are not subject to another DWQ stormwatet program or a Certified Community's stormwater program shall meet all of the following requirements: a. Low Density. Asite is low density, if all the following requirements are met 1 The development has a builtupon area of twenty-four percent (24%) or less, considering both current and future development, When determining the amount of built upon area, coastal wetlands shall be included however, ponds, lakes and rivers as specified in. North Carolinas Schedule of Classifications shall be excluded If a portion of project has a density greater than 24°%, the higher density area must be located in an upland area and away from surface Waters and dralnageways to the maximum extent prectieablas 2. All stormwater runoff from the built upon areas is transported primarily via vegetated conveyances designed in accordance with the most recent version of the NC DWQ Stormwater Best Management Practices Manuat. Alternative designs may be approved if the applicant nen show that the design provides Water Quality Certification No.3890 9 Water Quality Certification No. 3890 equal or better water quality protection than the practices specified In the manual. The project must not Include a stormwater collection system (such as piped conveyances) as defined in 15A NCAC 026;0202(60):' High Density. Projects that do notmeet ihe.Low Density requirements shall meet thefollowing requirements: t.. Stormwater runoff from the entire site must be treated by structural stormwater controls (BMPs) that are designed to remove ejQhty-five percent (85%) of average annual amount of Total Suspended Solids (TSS) Stormwater runoff that drains directly to Nutrient Sensitive Waters (NSW) must also be treated to remove thirty percent (30%) of Total Nitrogen (TN) and Total Phosphorus (TP). 2. All BMPs must be designed in accordance with the version of the .NC'DWQ Stormwater Best Management Practices Manual that is in place on the date of stormwater management plan submittal Alternative designs may be approved if the applicant can show that the design provides equal or better water quality protection than the. practices specified in the manual.' 3, DWQ may add specific stormwater management requirements on a case-by- case basis In order to ensure that a proposed activity will not violate water quality standards. 10 4. DWQ. may approveLow Impact Developments(LIDs) that meet the guidance set forth in the Low Impact Development A Guidebook for North Carolina. is 5. Proposed new developmentundertaken by a local government solely as a public. road project shall follow the: requirements of the NC DOT BMP Toolbox rather than Items (1)-(4):above. 12 B. Submittal Requirements, The submittal requirementslisted below that require written authorization as indicated in the applicable Tien and Petmlttiad Unit at f. Projects that are Subject: to Another DWQ Stormwater Program: If the project is subject to another DWQ stormwater program such as the Coastal Counties, HOW, ORW or state -implemented Phase II NPDES then the applicant shall submit copy of the stormwater approval letter before any impactsoccur on ate+a ii. Projects that are Subject to a Certified Community's Stormwater Program. .Ifthe project is subject to a certified local government's stormwater program, then the applicant shall submitone set of approved stormwater management plan details and calculations with documentation of the local government's approval before any Impacts occur onsite. li'r. Projects Not Covered tinder items (1) or (iii. If the project Is not subject to another DWQ Stormwater Program or a Certified Community's stormwater program, then It shall be reviewed and approved by the DWQ through the Water quality Certification authorization prooess, a Lew Density. For low density projects, the applicant shall submit two copies of the DWQ Low Density Supplement Form with all required items" Water Quality Certification No. 3890 10 Water Quality Certification No. 3890 b, High Density. For high density projects, the applicant shall submit two copies Of DWQ BMP Supplement Form and: all required items at the specified scales for each BMP that isproposed.13 iv. Phasing. Stormwater management plans may be phased on a case-by-case basis, with the submittal of a final stormwater management plan per Items (I) -(Iii) above required for thecurrent phase and aconceptual stormwater management plan for the future phase(s). The stormwater management plan for each future phase must be approvedby the appropriate entity before construction of that phase is commenced. Theapproved stormwater management plan for each. future phase must be constructed and operational before any permanent building or other structure associated with that phase is occupied. v. Stormwater Management Plan Modifications. The stormwater management plan may not be: modified without prior writteh authorization from the entity that approved the plan. If theproject is within a Certified Community, then the applicant shall submit one set of approved stormwater management plan details and calculations with documentation of the local governments approval for record-keeping purposes If the project is subject to DW© review, then the applicant shall submit two copies. of the appropriate Supplement Forms per Item (iii) above for any BMPs that have been modified: for DWQ's review and approval." The stormwater requirement for 401 applications is codified In ISA NCAC 02H.0506(b)(6) and (c)(6) Non erosive discharge rates are required In SL 2008-211§2(t))(1). The 10 -year design storm standard is codified in 15A NCAC 02H f008(§(2) and 1008(g)(1). ' 30 -foot vegetated setbacks are required in SL 2006.246§9(d),SL 2008.211§2(b), 16A NCAC 02H .1008(2)(c) and 1007(1)(a)' Construction and maintenance ofthe stormwater; plan is necessary to satisfy 15A NCAC 02H_.__ ,0506(b)(5).. s Conveys application'. procedure to: streamline the permitting process and reduceany unnecessary duplication In the review of stormwater management: plans a Low density built upon area thresholds are set in. SL 2006-246§9(o) and SL 2008-211§2(b). ' The regwrementfor low density development to use vegetated conveyances is codified in. SL 2006-246§9(c), SL 2008.211§2(b), 15A NCAC 02H 1006(2)(b) and 1007(1)(a). The Stormwater BMP Manual is also referenced in 15A NCAC 02B.0265(3)(a) and 0277(4)(e), ' 85% TSS removal Is required in SL 2006-246§9(d), SL 2008-211§2(b) 15A NCAC 02H 1006(2)(c), 15A NCAC 02H 1007(1)(a) The 30% TN and TP removal requirements for NSW waters are set forth in 15A NCAC 02B 0232, 15A NCAC 02B .0257(a)(1), 15A NCAC 02B 0265(3)(a) and 15A NCAC 02B.0277(4). s The Stormwater BMP Manual is also referenced in 15A NCAC 02B 0265(3)(a) and 0277(4)(e), t° The requirement for DWQ to ensure that water quality standards are protected before issuing a 401 certification is codified in 15A NCAC 02H .0506. The LID Toolbox Is also referenced in 15A. NCAC 02B 0277(4)(8), _ 12 The term public road project" Is defined ml5A NCAC 028 0265(3)(a), 13 Conveys application procedure to streamline the permitting process, 14 Phased development is addressed as a common plan of development' in 15A NCAC 02H .1003(3): is Procedures for modifying stormwater plans are set forth in 15A NCAC 02H.1011. Water Quality Certification No. $890 11 WaterResources ENVIRONMENTAL QUALITY WR Project No.: Applicant:_ Project Name: PAT MCCRORY G -- DONALD R. VAN DER VAART Sete'.' S. JAY ZIMMERMAN D-., County: Date of Issuance of 401 Water Quality Certification: 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 this certificate to the 401 and Buffer Permitting Unit, North Carolina Division of Water Resources, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date If this project was designed by a Certified Professional I, as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date Registration No. Siete oENolth Carcllnn I EmUcmnentel QNWity I Wa ReIawces 1611 Mail ATYice Center I RAMab, NoM Carolina 27699-1611 9191079000