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HomeMy WebLinkAbout19880238 Ver 1_COMPLETE FILE_19880101a w .? a ST/7Z o r 4. l7 State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor R. Paul Wilms S. Thomas Rhodes, Secretary October 12, 1988 Director Mr. Ken Burleson, P.E. Frank Coleman & Associates P. 0. Box 311 Raleigh, NC 27602-0311 Subject: Proposed Fill in Headwaters or Isolated Wetlands Bridge Replacement - Gorham Drive Mecklenburg County Dear Mr. Burleson: Upon review of your request for Water Quality Certification to place fill material in a tributary to Swan Run Branch, 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. If you have any questions, please contact Bill Mills at 919/733-5083. Sincere- , R. Paul Wilms ?v RPW/dkb Attachment cc: Wilmington District Corps of Engineers Mooresville Regional Office Pollution Prevention Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 •Of'Ues ire: Raleigh, NC Charlotte, , INIC Birmingham, AL V FAssociates Richmond, VA Consulting Engineers y September 27, 1988 1. l (! n rq_ Mr. William Mills Division of Environmental Management ' r Department of Natural Resources and Community Development P.O. Box 27687 Raleigh, NC 27611 Subject: Verification of General Water Quality Certification requirements Dear Mr. Mills: The City of Charlotte has retained Frank Coleman and Associates to prepare engineering design for the replacement of the bridge on Gorham Drive in Charlotte. The bridge is situated on the upper end of a 5.5 acre private lake located on an unnamed tributary of Swan Run Branch, which feeds McAlpine Creek (see attached map). This tributary is above the headwaters of McAlpine Creek. As our plans include less than one acre of fill, we desire verification that this project qualifies for the General Water Quality Certification. Please let me know if you need further information concerning this matter. Sincerely, Ken Burleson, P.E. P.O. Box 311/224 Fayetteville Street Mall/Third Floor/Raleigh, North Carolina 27602-0311/(919) 856-1777 w ,.WAR. r a? SHARON ELEM. BELKNAP SCH. G\ Q v 0?/ ?MA / -RR k4 CT/. FAIRVIEW '-4 F h?hC JAROpCY. C kEIq .GAY tow ECKF ' WIN 611 CARMEL VAN. RO. r. "y, 'r xT. P" SARDIS 4e?P A r • ? PRESS CH s?RdB vIEW 1 .g?` ?,°shA a goo ? rT. 16 A h?a h P RO• gUH? °P C` °y -BaROok cIR ° ROBMONT CT, '? \ J Sp*O,S Y NpL ; R' hF0 \? 4 OL / 0 p0• P ? OR' DR. WPVERL f PhCy 'y \ ? q0 R° DR• 6A 1. ? . A ? <<? P 4 0 v gIHO C V• = g LAN 40? h0•p? DR. 50? P t?P??OY ?OP R OA 0? 90 o0P f d = CHEV RO 004 CP STONE ROHDA ?4 * CREEK ; Cy?Ew LANSIpO p CHRIST t °q. DR. a c o 9T. ppL ' LOTH. t n e L eh°o CH. o? DR. 9u `s z 0 LYON R0. ? 00 SIDE Q RO' p'1? s C r o, OP ? EOpR LN CREOLp @ A•?r Oft. cc 9 o AUC E a4t g 0 40 SON s p MEDEOp\ Cr kk a ?EFFER a O?fh ?A OR °7o Q CT o It TO!I u °' OREYLYI? ? p GRFEh GP'E?Gp1E R0. e CH. OF 4. :0, LUTOW CHRIST m °AF L DYDE 1//^\\\ JOHN WAV EPIS. In-1 PIS CHAPEL nt TREE i. L% !'Olt OP' =J RO• 4 A Ee 1EOWICk HALFORD 6 pL• ho s,ENCIA EOENTON =4 N? N 1`\ ?W s l CHARLOTTE COUNTY SCH. w4i. A D ?S o ,?a HAYLOFT? CIR. A?Q• RO MILL o Q ?P ? L ?P ATLEIG A 1p o? 0 A t 0o P ytEM CT, A CARMEL CNA.\0? P PRES8.CH. p 20 O J ° O T ?v 0P Op S -C RU RD' \ a Ly, a'lok OP O? ?% CO P p Uhr a c CARMEL Ry C2 Jv RAPT. CH. OP Rlf A try /?? t%V-- O?r'Y \\ I en 0 v BLUE N °A LANSDOWNE / ELEM.SCH. L - r z y V 4P b 2 o c, q0 0 ? BR f? > 3611 Q. o °AO ° hh a ' f 0 LOw ,P?' L . V IDENCE I6 A via o o ? HOLYOKE ?? p y t , ohAS OAKS o ?P ?O t \? to 0 0 OP ':'AP ? ? .? r^n?-:?sr ,t? . ?7r?w'tce*WF.Y?,? {€b'A?,?•ks? s?`??. ,.5, t?? ST. }0 STEVENS UNITED METH, CH. CHARLOTTE CHRISTIAN SCH. %W S?pRE V?Ll \ \ Q?1 c \\ll P?` o DR, 4 "co ?R, 9'op \AAe pb CONC' W. L. I 605.5 ??11 POOL nom! / ,\? s .._.\-.._Y- 1. 1 . / ` 4 /20 6 POOL 630/ HgRO?SON 649.0 Z (o 50 / 6 X 643.8 654, .5 647.0 656.6 -? o 640 6 ?` V3O\ p SUTTON 66/.5 ?` ? SpR?Ni r? \ ./4 660.5 As o 73-2 59.4.1 64 659.8 662.8 X66 / L 1 ?=1? ? JI 1 ROAD 635 .,5 654.5 ?'`? S1F 1 ,: V? X WATER EL 59/.0 633. za X 73-2 ?-617.9' 0 IN i` 1 I N /0 57/.2