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HomeMy WebLinkAbout20041684 Ver 3_Approval Letter_20090403I ,w r NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Ccieen H. Sullins Dee Freeman r;nvarnnr nira?.tnr Secretary April 3, 2009 DWQ# 04-1684 Mecklenburg, Union and Anson Counties Mr. Barry Moose, P.E. North Carolina Department of Transportation, Division 10 716 West Main Street Albemarle, North Carolina, 28001 SUBJECT: Approval of 401 Water Quality Certification with Additional Conditions for the Proposed Pavement Rehabilitation of NC 218 from Mecklenburg County to US 74 in Polkton (Anson County), TIP No. R-5114, Mecklenburg, Union and Anson Counties Dear Mr. Moose: You have our approval, in accordance with the attached conditions and those listed below, to permanently impact a total of 42 linear feet of streams and 55 square feet of buffer: Stream Impacts Site #1/ Unnamed Tributary to Intermittent 22 If (12 If for culvert Station 42+52 Duck Creek extension, 10 If for rock ladder construction) Site #2/ Unnamed Tributary to Intermittent 41f for culvert extension ion 117+82 Richardson Creek Site #3/ Unnamed Tributary to Station 131+65 Richardson Creek Perennial 12 If for culvert extension Site #4/ Unnamed Tributary to Station 483+33 Rock Branch Intermittent 4 If for culvert extension Mooresville Regional Once Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-16991 Fax: (704) 663-60401 Customer Service: 1-877-623-6748 Internet: vvvnv.navateiqua1mr.org An Equal Opportunity 1 ARrmalive Action Employer -50% Recycled00;6 Post Consumer paper NorthCarolina Naturally l it i Mr. Barry Moose, P.E. Page Two Riparian Buffer Impacts Station No Stream Name Buffer Width Required Impact Total Mitigation on Stream per Buffer : (acreage in square Required Rules feet) Station Unnamed tributary 100 feet 55 square feet for None 296+25 to Goose Creek grassed swale The above impacts reflect those described in your application received by the Division of Water Quality (DWQ) on March 26, 2009. After reviewing your application, we have determined that this project is covered by Water Quality General Certification Number 3704. 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, and Water Supply Watershed regulations. This approval will expire with the associated 404 permit unless otherwise specified in the Water Quality Certification. This approval is valid solely for the purpose and design that you described in your application (unless modified below). Should your project change, you must notify the DWQ in writing and you may be required to submit 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 wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h)(6) and (7). For this approva to remain valid, you must adhere to the conditions listed in the attached certification and those listed below: Placement of culverts and other structures in waters, streams and wetlands must be below the elevation of the streambed by one (1) foot for all culverts with a diameter greater than 49 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow for low flow passage of water anc aquatic life, as well as to prevent headcutting of the stream. The design and placement of culverts and other structures, including temporary erosion control measures, shall be installed in such a manner that the original stream profiles are not altered (i.e., the depth of the channel must not be reduced by a widening of the streambed). Existing stream dimensions (including pattern and profile) are to be maintained above and below each culvert. The applicant may be required to provide evidence that the equilibrium has been maintained, if requested in writing by the DWQ. DWQ will not require the burial of the culvert at Permit Site #1, Station 42+52. The culvert is currently perched, therefore the extension will remain perched. However, DWQ will require the construction of a rock ladder at the outlet of the culvert as depicted in the application. The rock ladder shall be installed in such a manner that the original stream profiles are not altered (i.e., the depth of the channel must not be reduced by a widening of the streambed). DWQ will require the presence of the NCDOT Division Environmental Officer or Environmental Specialist to be present during the construction of the rock ladder. 3. The grass swale, which is being constructed in the riparian buffer at Station 296+25, shall be stabilized immediately after construction. Stabilization shall consist of seeding and matting as indicated in the application. 4. All riparian buffers impacted by the placement of erosion control measures, temporary fill or clearing activities shall be restored to the preconstruction contours and revegetated. Mr. Barry Moose, P.E. Page Three Maintained buffers shall be permanently revegetated with non-woody species by the end of the growing season following the completion of construction. For the purpose of this condition, maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular NCDOT maintenance activities, including mowing. The area with non-maintained buffers shall be permanently revegetated with native woody species before the next growing season following the completion of construction. 5. All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities, unless otherwise approved by this certification. 6. The permittee shall use Design Standards in Sensitive Watersheds [15A NCAC 4B.0124(a)-(e)] for all portions of the proposed project draining to the Goose Creek watershed. Temporary cover (wheat, millet, or similar annual grain) or permanent herbaceous cover should be planted on all bare soil within 15 days of ground disturbing activities to provide long-term erosion control. Erosion control matting should be used in conjunction with appropriate seeding on disturbed soils in steep slope and riparian areas. Steep slopes are defined as those slopes graded at an angle which cannot retain vegetative cover. Matting shall be secured in place with staples or wherever possible, live stakes of native trees. Straw mulch and tall fescue shall not be used in riparian areas. 7. The use of riprap above the normal high water mark shall be minimized. Any riprap placed for stream stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. 8. Heavy equipment shall be operated from the banks rather than in the stream channel in order minimize sedimentation and reduce the introduction of other pollutants into the stream. 9. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification. 10. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic conditions can be provided. 11. If concrete is used during construction, a dry work area should be maintained to 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 and fish kills. 12. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the most current version of the NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in flowing water. 13. The dimension, pattern and profile of the stream above and below the crossing should not be modified. Disturbed floodplains and streams should be restored to natural geomorphic conditions. 14. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. 15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited. Mr. Barry Moose, P.E. Page Four 16. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer and the on-site project manager. 17. Native riparian vegetation must be re-established within the construction limits of the project by the end of the growing season following completion of construction. 18. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas with the fencing are prohibited unless otherwise authorized by this Certification. 19. The Permittee shall report any violations of this Certification to the Division of Water Quality within 24 hours of discovery. 20. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practical. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has released the project. 21. 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. 22. The North Carolina Department of Transportation (NCDOT) and its contractors and/or agents shall not excavate, fill or perform mechanized land clearing at any time in the construction or maintenance of this project within waters and/or wetlands, except as authorized by this Certification, or any modification to this Certification (e.g., no work shall occur outside of the footprint of the plans provided). In addition, there shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this Certification without appropriate modification. If this occurs, compensatory mitigation may be required since it is a direct impact from road construction activities. 23. Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed "Certificate of Completion" form to notify DWQ when all work included in the 401 Certification has been completed. Please include photographs upstream and downstream of the structure to document correct installation. Mr. Barry Moose, P.E. Page Five 24. Continuing Compliance. NCDOT shall conduct its activities in a manner so as not to contravene any state water quality standard [including any requirements.for compliance with section 303(d) of the Clean Water Act] and any other appropriate requirements of state and federal law. If DWQ 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, DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify NCDOT and the USACE, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to NCDOT in writing, shall be provided to the USACE 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. 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 that 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 by the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704-663- 1699. Sincerely, I /)- V forColeen H. Sullins Attachments cc: Steve Lund, USACE Asheville Field Office Sonia Gregory, DWQ Wetlands Unit File Copy