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HomeMy WebLinkAbout20030243 Ver 2_Approval Letter_200701120~ W A TAR .~~ ~~~~G ~~~~ >_ ~~ --~ ~ ~ Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality February 12, 2007 DWQ# 2003-0243 Mecklenburg County Mr. Marty Davis Dixie River Land Company 6000 Fairview Road, Suite 125 Charlotte, NC, 28210 APPROVAL of 401 Water Quality Certification with Additional Conditions, Ecosystem Enhancement Program -Modification Dear Mr. Davis: You have our approval, in accordance with the attached conditions, to place permanent fill in 125 linear feet of perennial streams in order to construct one road crossing associated with the Berewick Commons Parkway in Mecklenburg County, as described in your application received by the Division of Water Quality on March 4, 2003 and in additional correspondence received January 24, 2007. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3404. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This Cert~cation replaces the one issued to you on April 4, 2005. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation maybe required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions listed below: 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: Amount A roved (Units) Plan Location or Reference Stream 125 (feet) (perennial) January 24, 2007 modi>ication re uest 401 OversightlExpressReuiew Permits Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX 919-733-68931 Internet: http:!~h2o_enrstate:naus%ncwetlands N~°e Carolina tura!!y An Equal OpportunitylAffirmative Action Employer - 50% Recycledl10% Post Consumer Paper Berewick Commons Parkway February 12, 2007 Page 2 of 4 2. Erosion & 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 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 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 and the Mining Act of 1971. e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), Trout (Tr), SA, WS-I, WS-II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sediment and erosion control requirements contained within Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) supersede all other sediment and erosion control requirements. 3. 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 and authorized by this written approval, including incidental impacts. 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. 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval by DWQ. 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 a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. All devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources has released the project. 5. If concrete is used during the construction, then a dry work area should be maintained to prevent direct contact prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic life/fish kills. Berewick Commons Parkway February 12, 2007 Page 3 of 4 6. Work in the Dry All work in or adjacent to stream waters shall be conducted in a dry work area. Approved best management practices from the most current version of the NC Sediment and Erosion -Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. 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. 8. Mitigation We understand that you have chosen to contribute to the North Carolina Ecosystem Enhancement Program (NCEEP) in order to compensate for the impacts to streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the NCEEP receives and clears your check (made payable to: NCEEP) stream impacts, (including fill) shall not occur. You have one month from the date of this Certification to make this payment. For accounting purposes, this certification authorizes the fill of 125 linear feet of perennial streams in the Catawba River Basin, Cataloging Unit 03050101, and 125 linear feet of stream mitigation is required. Based on a review of the application and support documentation submitted by the applicant, the mitigation requirement has been met by a payment to the NCEEP. 9. Stormwater Management Plan All development in the Berewick project as described in your application plan shall meet the requirements of the Lower Lake Wylie Watershed Protection Overlay District as administered by the City of Charlotte. The total land area of the Berewick development is approximately 794.5 acres. In addition to the removal of 85% TSS from runoff for all single family residential areas having greater than 20% impervious cover in the Critical Area and 24% in the Protected Area and all additional non- residential development, except that no more than 5% of the total allowable impervious cover will be allowed be released at less than 85% TSS removal efficiency over the entire project. The 85% TSS removal efficiency shall be achieved by the use of storm water management practices designed according to the latest version of the NCDENR Storm water Best Management Practices manual. For the aggregate total of the maximum "allowable impervious cover" in the Berewick development (465.4 acres), no more than 23.2 acres of impervious cover (5% of the maximum allowable impervious area) within the overall Berewick development may be permitted without BMP's sufficient to provide 85% TSS removal efficiency. Untreated areas will generally be located in low density portions of the development or within drainage locations where it is impractical to route runoff to planned BMP locations and generally at project edges adjacent to undisturbed areas and buffers. Runoff from all commercial, institutional, multi-family, and other land uses with parking lots will be treated unless approved due to impractical circumstances. All drainage discharges will,. at a minimum, provide velocity dissipation so as to release runoff at non-erosive velocities. A tabulation of impervious cover in the Berewick development shall be submitted with every request for individual development or sub-area of development, clearly indicating the amount of impervious area Berewick Commons Parkway February 12, 2007 Page 4 of 4 cover proposed within the specific project and the cumulative impervious cover for the entire Berewick development, including a breakdown and tabulation of impervious area receiving less than 85% TSS removal treatment. Any changes or land additions to the Berewick development will be subject to these aforementioned conditions in regard to storm water treatment and maximum allowable untreated impervious cover ratios." 10. Deed Notifications Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at 11ttp:it`h2o.en:r.state.nc.us/ncwetlaJ~ds . 11. Certificate of Completion You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Alan Johnson in our Mooresville Regional Office at (704) 663-1699 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721. Sincerely, ~Gy~ ` ~ ~ Alan W. Klimek, P.E. AWK/cbk Attachments: GC 3404 Certificate of Completion cc: Steve Chapin, U.S. Army Corps of Engineers, Asheville Regulatory Field Office Alan Johnson, Mooresville DWQ Regional Office Central Files File Copy Len Rindner, 3714 Spokeshave Lane, Matthews, NC, 28105 Matthew W. Anderson, City of Charlotte, 600 East Fourth St., Charlotte,. NC 28202-2844 Charles Teal, Pappas Properties, Inc., 4201 Congress St., Suite 465, Charlotte, NC, 28209 03 0243Berewick(Mecklenburg)401 rev2