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HomeMy WebLinkAbout19910041 Ver 1_COMPLETE FILE_19910101 State of North Carolina Department of Environment, Health, and Natural Resources Division of- Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James G. Martin, Governor George T. Everett, Ph.D. William W. Cobey, Jr., Secretary Director January 8, 19K Regional Offices Mr. Jerry MCCrain Asheville Environmental. Ser-vices, Inc. 704/251-6208 3261 Atlantic Avenue, Suite 200-33 Fayetteville Raleigh, North Carolina 27604 919/486-1541 Dear. Mr. McCrain: Mooresville 704/663-1699 Subject: Proposed Fill in Headwaters or Isolated Wetlands Raleigh Interstate Combined Ventures and NC DOT, Connector Road 919/733-2314 Cabarrus County Washington Project # 91808 919/946-6481 Wilmington Upon review of your request for Water Quality Certification 919/395-39W to place fill material in 0.76 acres of wetlands for road construction at located from US 29 to Derita Road opposite Winston-Salem 919/896-7007 the Charlotte Motor Speedway in Cabarrus County, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2176 issued November 4, 1987. .A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 26. An additional condition is that the cleared right of way should be kept to the minimum needed for road construction. If you have any questions, please contact John Dorney at 919/733-5083. sincerely, e rge T. Everett GTE: JD Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Regional Office Mooresville DEM Reaional Office Mr. John Dorney r Central Files P.O. Box 29535, Raleigh, North Carolina 2 7626-05 3 5 Telephone 919-733-7015 Pollution Prevention Pay% An Equal Oppommity Affirmative Action 6mplover U DIVISION OF ENVIRONMENTAL MANAGEMENT December 13, 1991 MEMORANDUM TO: John Dorney FROM: D. Rex Gleason /J l?? h g PREPARED BY: Allen Hardy SUBJECT: Interstate Combined Ventures and DOT, Connector Road Construction a' Permit No. 91808 Cabarrus County, North Carolina This Office has reviewed the subject 401 Certification request and recommends it be approved. However, Mr. Jerry McCrain, consultant, states in a letter that it should be assumed that a 500 foot wide corridor will be cleared during construction. This Office believes this is extremely oversized considering that a forty-six (46) foot median and four (4) lanes of traffic are proposed. It is recommended that the 401 Certification, if issued, limit the cleared area to only what is needed. WAH:se ENVIRONMENTAL SERVICES, INC. 3261 ATLANTIC AVENUE, SUITE 200.33 RALEIGH, NORTH CAROLINA 27604 (919) 954-0030 November 12, 1991 Mr. Steve Lund U.S. Army Corps of Engineers Regulatory Field Office ` Grove Arcade Building, Room 75 37 Battery Park Avenue Asheville, North Carolina 28801-2714 ?j9 Jam. Ov ?g9? N N aUA?1jVJ P1a? ?S a gL?C cf ?l Re: Derita Road/US 29 Connector, Cabarrus County, N.C. Dear Steve: Interstate Combined Ventures, in cooperation with the North Carolina Department of Transportation, proposes to construct a 3.2 mile connector road on new location from US 29 opposite the Charlotte Motor speedway to Derita Road (SR 1445) in Cabarrus County (Fig. 1). The roadway will be a two lane facility on four lane right-of-way with a 46-foot median. A diamond interchange is proposed at the I-85 flyover, and intersection improvements will be undertaken at terminal ends of the alignment (US 29 and Derita Road). Environmental Services, Inc. has been retained to assist with planning efforts. Our staff visited the project area on October 28, 29, and 30, 1991. The alignment was walked and jurisdictional areas subject to Section 404 of the Clean Water Act (33 U.S.C. 1344) were documented. Our field meeting with you on November 8, 1991 confirmed preliminary determinations. A concerted effort has been made to avoid significant infringement on the Rocky River and associated floodplain wetlands. For the most part, the alignment has been positioned on high ground sites above the 600-ft. contour. Encroachment will be limited to partial takings near the upper limits of several headwater tributaries which occur in the corridor (Fig. 2A; Table 1). Jurisdictional boundaries are generally confined to defined channel margins. Based on our discussions with you during the November 8 field review, we understand that Nationwide Permit #14 (33 CFR 330.5 (a) (14)) will apply at individual sites where perpendicular crossings are anticipated (Sites #1,2,3,4,6,7). Lateral encroachment at sites #5 and 8 (total: 0.76 acres) is permitted under Nationwide Permit #26 (33 CFR 330.5(a)(26)). It is our understanding that General 401 Water Quality Certifications are currently in effect for both nationwide permits. ENVIRONMENTAL SERVICES, INC. Page 2 We are hereby providing notification that our client intends to proceed with development of the proposed connector road under existing regulations, unless informed otherwise by your office. By copy of this letter, similar notification is provided to the Division of Environmental Management, N.C. Department of Environment, Health, and Natural Resources. If you have any questions at your convenience. We important project. or comments, please feel free to call me appreciate your assistance with this Sincerely, ENVIRONMENTAL SERVICES, INC. Jerry McCrain, Ph.D., CEP Vice President JM/pm R91-012 cc: Mr. John Sokol, Wells-Maniktala Associates Division Engineer, COE Attn: Mr. David Franklin DEM. DEHNR Attn: Mr. John Dorney LOCATION MAP TIP# R-2315 pppp' id 'h DERITA RD - US 29 CONNECTOR DATE: 11/91 Cabarrus County, N.C. FIGURE 1 I , v ? \ ? :ems I 0 CD r4. Cnt, °' z O v 00 M COO ? - • ? . N \ N CO CO r? cil 4V • 'r,-W? ?;. ?//,ice ?\ ? ? ( ? o y. . TABLE 1 Site # General Description Area Impacted * Permit Type 1 2' bank to bank above .005 acres NW 14 headwater tributary 2 3' bank to bank above .034 acres NW 14 headwater tributary 3 4' bank to bank .046 acres NW 14 intermittent tributary 4 4' bank to bank .046 acres NW 14 intermittent tributary 5 3' intermittent trib. .660 acres NW 26 with emergent wetlands along existing embankments; lateral crossing 6 20' bank to bank .230 acres NW 14 tributary 7 4' bank to bank above .046 acres NW 14 headwater tributary 8 4' bank to bank above .098 acres NW 26 headwater tributary; lateral crossing * Assume 500' wide corridor