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HomeMy WebLinkAbout20061617 Ver 6_Agent Authorization Letter_20140610 Burdette, Jennifer a From:Chris Huysman <chris.huysman@wetland-consultants.com> Sent:Tuesday, June 10, 2014 4:50 PM To:Burdette, Jennifer a Cc:'Brad Rhinehalt'; 'Bill Mumford' Subject:Wendell Falls Attachments:WF - USACOE Amenity Pond Permit 6-9-14.pdf; wendell aa.pdf Per your request. Thanks, Chris Huysman 336 / 406-0906 Wetland and Natural Resource Consultants Notice: This e-mail (including attachments) is covered by the Electronic Communications Privacy Act, 18 U.S.C. §§ 2510-2521, and is confidential and legally privileged. If you are not the intended recipient, you are hereby notified that any retention, dissemination, distribution, or copying of this communication is strictly prohibited. Please delete; reply to sender that you have received the message in error. 1 ri IIIIIIIIIIIIIIII�eI C-] i,�.� o�.�. ... .� Illi COMMUNITIES AT THE HEART OF GREAT LIVING June 10, 2014 Ms. Jennifer A. Burdette NC DENR / DWR 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Wendell Falls — Agent Authorization Dear Ms. Burdette: (Via Email) NASH Wendell Falls, LLC (Wendell Falls) submits the following request to identify Chris Huysman of Wetland and Natural Resource Consultants (WNR) as an Authorized Agent for the Wendell Falls project located in Wendell, NC. Furthermore, please accept this acknowledgement that Wendell Falls intends to comply with all conditions with the issued 404 and corresponding 401 Water Quality Certification. For your reference, I have included a copy of the Army Corp permit dated June 6, 2014, Action ID: SAW -2006-20100. Should you have any questions or need any additional information please contact Chris directly at 336-406-0906. Sincerely, NASH Wendell Falls, LLC William �rd, Vice President Attachments DEPARTMENT OF THE ARMY �r. WILMINGTON DISTRICT, CORPS OF ENGINEERS ����� I �� 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 REPLY TO ATTENTION OF June 6, 2014 Regulatory Division/1200A Action ID: SAW -2006-20100 Mr. William Mumford NASH Wendell Falls, LLC 13777 Ballantyne Corporate Place, Suite 550 Charlotte, North Carolina 28277 Dear Mr. Mumford: Reference is made to your request, dated April 22, 2014, by your agent, Mr. Chris Huysman with Wetland and Natural Resource Consultants, Inc., for a modification to the Department of the Army (DA) permit, which authorized permanent impacts to 0.16 acre of open water, 2,354 linear feet of perennial channel, 581 linear feet of intermittent stream channel and 3.24 acres of wetlands. In addition, the permit authorized temporary impacts to 0.2 acres of wetlands and 625 linear feet of stream channels for utility line construction associated with the development and construction of Wendell Falls Development. Specifically, the project site is located on the west side of Martin Pond Road (SR 2503), 2,600 feet north of the intersection of Martin Pond Road and Poole Road (SR 1007), in Wendell, Wake County, North Carolina. The site is comprised of approximately 1,300 acres and is found at Latitude and Longitude in decimal degrees of 35.7694621 N and 78.4220719 W. The project contains unnamed tributaries of Mark's Creek within the Neuse River Basin (HUC 03020201). Specifically, your proposal involves the elimination of two road crossings in order to re -habilitate a failing dam, which will be utilized as a source of irrigation for 15 acres on the property. These proposed modifications to the dam and pond will result in permanent impacts to 135 linear feet of stream channel below the existing embankment for modifications to the pond's embankment fill, proposed plunge pool and temporary construction activities. Your proposal also involves that an additional 45 linear feet of intermittent stream channel will be flooded once the dam's rehabilitation is complete. In addition to the stream impacts, your proposal involves a total of 0.06 acres of temporary impacts to jurisdictional wetlands (0.03 acre for the embankment and 0.03 acre for the plunge pool). Furthermore, instead of providing compensatory mitigation for the unavoidable jurisdictional impacts, you propose to abandon your initial proposal to Printed on ® Recycled Paper 2 construct two road crossings (R1 and R7), which had 135 linear feet of stream impacts and 0.11 acre of wetland impacts, respectively. We have considered your proposal and are hereby modifying the permit per the attached plans. Please be reminded that you must abide by all remaining conditions of the current permit, which expires December 31, 2022. Should you have any questions or concerns pertaining to your permit, please do not hesitate to contact Mr. David Shaeffer, at (919) 554-4884, Extension 31. Sincerely, e R&%Steven A. Baker Colonel, U.S. Army District Commander Attachments Copy Furnished: (with attachments) Ms. Jennifer Burdette NC Division of Water Resources 1611 Mail Service Center Raleigh, NC 27699-1611 Copy Furnished: (w/o attachments) Mr. Chris Huysman Wetland and Natural Resource Consultants, Inc.. 170 Dew Drop Road Sparta, North Carolina 28675 'r1S_;ySY�lusrti).u+M Rwne➢ V'- umrn^ -Ra. JLUb I nJ'dV INN ftlt VN PRELIMINARY Y OUT April11,'2014 FOR ILLUS"R I'VE . PURPOSES 0 L' Permit Modification Impacts to be Re -distributed �...._' LIT RE oL—FAdIL Wendell Falls, Wake County, NC SITE USACE:2005-20100 t 15 NC DWQ: 2oo6-1617 Sheet 1 of i `-" �a Approved Impact R-7 - w o.11 acres s m..L#RLm ... __.: °y OOL SIT - S12 10 yi CI 1 ICIqC�N ROAD] TO BE PAV 0 POOLE ROAD R = ROADWAY CROSSING = SEWER CROSSING = GREENWAY GROSSING rot = FORCE MAIN CROSSING W = WATER LINE CROSSING WENDELL rALLS LAKE MYRA Approved Impact R-1 ,- 133 linear feet GRAPHIC SCALE - 2000 0 1000 2,000 4000 1 inch = 2000 ft. OVERALL WITHERS RAVENEL STREAM IMPACT MAP s � i0ER5 1 SLLWV EP ORS CN6iSdESAPL AN .. .. _......... ... .........._ .. .._ 'C: O -Y nj 0 3 iit -, w 2 m " U' Gi w RL , 0 4 �: -, N w n F<' (D D) Q < j Ul . 'li 0 M (D , M fr, 3 3 'o ' * ;3 o M m - m M D (D --4 w 0 M M M ni aj p Z) r M ml C: 0 ct EU A F, C) In ai 0 UQ 0 -0 - 0 O� 0 CL 00 w M 0 =3 r" :t M CL M =r < I'Dr (D 0, 77 oq M Y, CL 10 TLU C -)-a 0 Po mo�41 2 rp P �6 w. z� Z5 P ol CA. (D =1 cn 0. 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