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Home My WebLink About20090689 Ver 1_More Info Received_20090720EE LLP CAROLINAS, ECS LLP Setting the Standard for Service" ®a - Geotechnical • Construction Materials • Environmental • Facilities July 15, 2009 Ms. Sue Homewood North Carolina Division of Water Quality Winston Salem Regional Office 585 Waughtown Road Winston Salem, North Carolina 27107 Re: Proposed Kernersville Medical Parkway Kernersville, Forsyth County, North Carolina ECS Project 09-14891 G Dear Ms. Homewood, JUL Q 0 2009 DENR - WATER QUALITY WETUWDS AND STQRAIWATER BRANCH Attached is additional information for the Proposed Kernersville Medical Parkway. If you have additional questions, please feel free to contact me at (336) 856-7150. Sincerely, ECS Carolinas, LLP Denise M. Poulos, LSS Principal Scientist 4811 Koger Boulevard • Greensboro„ NC 27407 • T: 336-856-7150 , F: 336-856-7160 ® www.ecslimited.com ECS Carolinas, LLP • ECS Florida, LLC • ECS Mid-Atlantic, LLC • ECS Southeast. LLC ECS Texas, LLP Stimmel 3 Stimmel Associates, PA Landscape Architecture civil Engineering hand Planning July 14, 2009 Mr. John Thomas Us Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Re: Action ID: SAW 200901179, Forsyth County Trade Street Development Dear Mr. Thomas: I am writing to address your comments regarding temporary jurisdictional water impacts associated with the project referenced above. The temporary impacts will be as follows: Deep River Stream Crossing - the Deep River stream crossing will have additional, temporary impacts to jurisdictional waters totaling 50 linear feet. These impacts are associated with the bypass channel that will be constructed to divert stream flow around the culvert construction site. The bypass channel will tie into the natural stream channel just beyond the rip rap energy dissipaters on either end of the culvert with a coffer dam separating the culvert construction site from the stream. The bypass channel will be lined with woven geotextile fabric to minimize channel erosion. The dewatering effluent from the construction, site will be pumped to a sediment basin that will release flow into the floodplain adjacent to the stream. Upon completion of the culvert and rip rap dissipaters, the coffer dams will be removed, the bypass channel filled and the stream bank stabilized. See the attached exhibit revised to show the bypass channel. Minor Tributary Crossing West of the Deep River Approaching Hwy 66 - No temporary impacts are anticipated for this location. I trust this information adequately addresses your concerns. If you have additional questions, please feel free to contact me at (336) 723-1067. Sincerely: J. Neal Tucker, P.E. Stimmel Associates, P.A. Enclosure Cc: Sue Homewood, DWQ Denise Poulos, ECS Hank Perkins, Trade Street Development 601 N. Trade Street suite 200 Winston Salem, NC 27101-2416 R336323,11367 F:336723.1069 St i m m e I 601 N Trade Street Suite 200 date: 07!14/09 job #: 08-012 Winston Salem, NC project: NOVANT KERNERSVILLE , Landscape Architecture 27101-2916 sheet 1 0 3 scale: 1"=60' •, Stimmel Associates, PA Civil Engineering Land Planning P: 336723.1067 F 336 7231069 description: KERNSERVILLE MEDICAL PARKWAY CULVERT STREAM IMPACT EXHIBIT exhibit 1 ..\. 640 SF OF IMPACT 1 + 292 LF OF CULVERT STREAM IMPACT m - ; - 25'x5O' '^ -- 1 -- ss - - - - DEWATERING/ - ss SEDIMENTATION ° - `-s ~- "- -- BASIN WITH 2:1 SIDE SLOPES LID 0, 10 00 i 00 4+00 20 LF OF TEMP. IMPACT 30 LF OF TEMP. IMPACT TEMP. STREAM J J 0 , CROSSING , BYPASS CHANNEL PLAN SCALE ' " HORIZ. 1 =60 t l l 15' 29' 23' 29' 15' - PROFILE SCALE -- T ..- :.. -- ......._. - - HORIZ. 1 "=60' VERT. 1 "=6' ...... ... . . 0, 30' C&G - ? 5 CONC SIDEWALK ---- AT? 1" FT. 4' SH6 It 89C i90 AT 1 "f FT,..._ _ 10 HE ADWA LL -- --10' HEADWALL ... _ _ -- ---- -- ..P€ OPO.SED.._ - i - - - - --- - - - - 2 -1 1 ?'XTO 88( 380 BOX 'CULVER T -- -_.. AT ?9.T.%..S .ORES - ---._:_ ........ EXISTING - - Gf?0E1ND - - ---- I - EXISTING - - ..... ROUN _ ......... . 870 P RIPRAP - , RAP- RI - - - INV I - --- INV._OUT .. ..APRON- 868. 4 867.14 ) 1 10+00 11+00 12+00 1s+uu 1 4tUU U.S. ARMY CORPS OF ENGINEERS Wilmington District Action ID: SAW 2009 01179 County: Forsyth Incomplete Application Notification Property Owner Trade Street Development Corp. / James H. Perkins Address 807 N. Trade Street Winston-Salem, NC 27101 Telephone Number 336 831-3737 Authorized COPY Agent ECS Carolinas, LLP / Denise M. Poulos. Address 4811 Koger Boulevard Greensboro, NC 27407 Telephone Number 336 856-7150 Location/Description of Proposed Activity: Site for proposed new linear transportation connector from NC 66 to Macey Grove Road (Kernersville Medical Parkway), in Kernersville, Forsyth County, North Carolina Property is adjacent to West Fork Deep River which is a tributary of the Cape Fear River. Type of Permit Applied For (check one): IP ( ) NWP # 14 (X) GP # ( ) Applicable law: Section 404 of the Clean Water Act (X); Section 10, Rivers and Harbor Act YOUR APPLICATION/PRECONSTRUCTION NOTIFICATION IS INCOMPLETE AND CANNOT BE EVALUATED UNTIL THE FOLLOWING INFORMATION IS RECEIVED (CHECK ALL THAT APPLY): Your application/pre-construction notification form has not been completed and/or signed (see remarks). Under the conditions of Nationwide Permit #39, you are required to submit an aquatic resource mitigation plan. The required plan is either insufficient or has not been included with your notification (see remarks). Your application/pre-construction notification did not include information describing measures you have implemented to avoid and minimize impacts to Waters of the United States. Your submitted project plans or maps were insufficient, too large, or not legible (see remarks). Your application/pre-construction notification did not include a delineation of affected special aquatic sites, including wetlands, vegetated shallows, and riffle and pool complexes as required. Your project is in a designated trout water county. Nationwide permit regional conditions require that a copy of your application be submitted to the local NC Wildlife Resources Commission (WRC) for comment. (Address: Western Piedmont Region Coordinator, 3855 Idlewild Road, Kernersville, NC 27284-9180) X Other (see remarks) REMARKS: ;,P Your application did not address or provide plans for temporary jurisdictional water impacts associated with dewatering or stream channel diversion necessary for the construction of the three culverted road access crossings. You will need to provide a description of your proposed method of construction and identify all temporary impacts to jurisdictional waters associated with your proposed construction. If you have any questions rel John Thomas at Project Manager Signature- regulatory program, please contact 4884 extension 25 Date July 1, 2009