Loading...
HomeMy WebLinkAbout20061712 Ver 1_More Info Received_20061220u can Materials Company December 19, 2006 Mr. Ian McMillan Environmental Specialist North Carolina Department of Environment and Natural Resources 401 Oversight and Express Permits Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Subject: Vulcan Materials Company East Forsyth Quarry Forsyth County Corps Action ID No.: 200220505 Dear Mr. McMillan: The enclosed four copies of the East Forsyth Diversion Channel drawing and one copy of the cover letter are forwarded at the request of Mr. Daryl Lamb, DWQ Winston-Salem. The drawing was developed to provide additional information requested during Mr. Lamb's site inspection on December 6, 2006. These copies are for your files as Mr. lamb has a copy of the drawing. I appreciated your assistance with this matter and should you have any questions or require addition information please contact me. Sincerely, ~~ ~C Tim Knopf Environmental Engineer, Southern Region f ,, `, ~, .; ~~1 ~,, ,~_ i . „1. f ~ ~ e~YTf~~{°~-~, ~4n .`,i~.' f r MIDEAST DIVISION, VULCAN CONSTRUCTION MATERIALS, LP P.O. BOX 4239 • WINSTON-SALEM, NORTH CAROLINA 27115-4239 • TELEPHONE 336-767-4600 uc an Materials Company December 12, 2006 HAND DELIVERED 12-12-2006 Mr. Daryl Lamb Environmental Specialist North Carolina Department of Environment and Natural Resources Division of Water Quality 585 Waughtown Street Winston-Salem, North Carolina 27107 Subject: Vulcan Materials Company .East Forsyth Quarry Forsyth County Corps Action ID No.: 200220505 Dear Mr. Lamb: In response to our meeting at East Forsyth Quarry on December 6, 2006 I offer the following information. First, I would like to review of the efforts to analyze the appropriate development plan for East Forsyth facility. Background Vulcan Materials Company (VMC) has nearly exhausted the stone reserves at its East Forsyth Quarry in Forsyth County, NC. Therefore, in order to extract additional stone reserves which have been identified on site and to continue quarry operations, VMC will have to relocate the quarry plant, processing and stockpile operation from the north side of the property where suitable reserves are located. Only a limited amount of suitable stone is located on the south side of the existing pit. Quarry expansion is constrained to the north by U.S. Highway 311, to the east by NC Highway 66, to the west by Cuddybum Branch, and to the south by Old U.S. Highway 311. Alternative 1- No Build Alternative This altemative does not achieve the project purpose and need and would eliminate southern wall reserves and could exhaust quarry reserves within one year. This would leave 15 people unemployed. Alternative 2 -Expansion to the west. This altemative would not satisfy the project purpose and need since there is not enough land between the existing pit and Cuddybum Branch. MIDEAST DIVISION, VULCAN CONSTRUCTION MATERIALS, LP P.O. BOX 4239 • WINSTON-SALEM, NORTH CAROLINA 27115-4239 • TELEPHONE 336-767-4600 Alternative 4 -Expansion to the east This alternative would not satisfy the project purpose .and need since there is not enough land between the existing pit and N.C. Highway 66. Alternative 5 -Expansion to the south -Preferred Alternative Approximately 57 acres of land is located between the existing pit and Old U.S. Highway 311 on the south. This is the only area of the site which has enough land to relocate the plant, processing and stockpile operation. In order to accomplish this, approximately 808 linear feet of important intermittent and perennial stream channel will have to be relocated. Due to topographic constraints, there is not enough room to construct the relocated stream utilizing natural channel design methods. The diverted flow will be directed into a diversion channel within Vulcan permitted property and generally parallel to the Old Highway 311 right of way. Enclosed are two maps documenting the following requested information: • A layout view at a scale of 1 "=40'. • The layout view inGudes the Jurisdictional Delineation survey, for reference. • Several diversion channel centerline locations are denoted with State Plane Coordinates. • Two bearing and distance survey ties to the property line from .the delineation survey are shown. • The channel and slopes-will be seeded as required by our State Mining Permit's revegetation plan, as shown. • The Wildlife Resources Commission suggestions of floodplain benching and placement ofi rock vanes or weirs will be considered and installed if practicable. • Centerline Profile of diversion channel is shown. • Diversion channel Typical Cross-Section is shown; channel bottom is 3' wide with 2 to 1 side slopes projecting to existing grade. I appreciated your assistance with this matter and should you have any questions or require addition information please contact me. Sincerely, ~~~ Tim Knopf Environmental Engineer, Southern Region C: Doug Shrewsbury Craig VNyant