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HomeMy WebLinkAbout20091354 Ver 1_Information Letter_20100218 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR FF6I ?? T?Fp_8e010 4J EUGENE A. JR February 10, 2010 NC Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 oG- [35`4 Attention: Ms. Coleen H. Sullins Director Dear Madam, Subject: B-3693 Response to NC Division of Water Quality (NCDWQ) Letter As you are aware, the NC Department of Transportation submitted a permit .application on December 18, 2009 for TIP Project No. 13-3693 to NCDWQ- This letter addresses each item in NCDWQ's February 1, 2010, letter regarding the replacement of the Bridges 210, 211, and 207 over Raft and Holly Swamps on SR 1527 in Robeson County. A copy is attached for your convenience. These impacts are for erosion control measures and are too small to be depicted on the permit drawings. These impacts are broken down by site number below. Site 1: <0.01 acre Site 3: 0.03 acre Site 5: 0.02 acre Site 7: <0.01 acre Site 9: <0.01 acre . uC`CrmlP,ed that-there 4ViS :i i Ji:%dino. c?v: i . the figure listed on the Impacts summary sheet. The actual amount of temporary fill in the hand clearing areas is 0.06 acre for erosion control measures. An electronic copy of the revised Impact Summary Sheet was sent to NCDWQ on February 2, 2010. 2. The fill in the driveway is necessary because the driveway is being relocated due to guardrail requirements for the project. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 MAIL SERVICE CENTER WEBSITE: WWM.NCDOT.ORG RALEIGH INC RALEIGH NC 27699-1548 3. Site 1 Excavation: There is a small existing roadway ditch at the right side toe of slope. This ditch will be filled in during construction by the new fill slope. We are obligated to maintain natural flow patterns whenever possible during and post construction. We propose adding a new ditch to maintain the existing flow pattern of the existing ditch. This existing ditch tapers into the wetland area on the right side of the roadway. As a result, placement of the proposed ditch will require a small amount of excavation. Site 2 Excavation: A temporary ditch is required to address temporary drainage for the detour in this area. This is noted on the permit sheet and is included in the total impact number on the PCN, although it is not listed as an impact type. An electronic copy of the revised PCN will Le provided. Site 4 Excavation: 1 The wetland line extends upslope a little from the toe-of-slope of the existing roadbed. Therefore, when the temporary detour is removed and the old roadbed fill is also removed, it will require excavation of that upslope wetland area to bring it back down to match the surrounding wetland. 4. A pdf copy of the original permit application, including all drawings, can be found at http /hvww ncdot org/doh/preconstritct/pe/neu/permit.html. 5. NCDWQ will be copied on the response to the comments and questions presented by the USAGE. If you have any further questions, please contact Veronica Barnes at (919) 431-6758. Sire'' _ Gregory J. Thorpe, Ph.D. Manager Project Development K Environmental Analysis Branch cc: w/o attachments Kim Garvey, USACE Brian Wrenn, NCDWQ Ken Averitte, NCDWQ Jim Rerko, NCDOT Division 6