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HomeMy WebLinkAbout20061617 Ver 6_USACE Permit_20140610Action ID: SAW-2006-20100 Mr. William Mumford NASH Wendell Falls, LLC 13777 Ballantyne Corporate Place, Suite 550 Charlotte, North Carolina 28277 I Hourm a ffil I 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 pen-nit 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 o 1 0 2014 ]O N T, Printed on 0 Recycled Paper N construct two road crossings (RI 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, Attachments Copy Furnished: (with attachments) Ms. Jennifer Burdette NC Division of Water Resources 1611 Mail Service Center Raleigh, NC 27699-1611 Copy Furnished: (,A�/o attachments) Mr. Chris Huysman Wetland and Natural Resource Consultants, Inc. 170 Dew Drop Road Sparta, North Carolina 28675 -V JJR = ROAMA* CROSSING MAP SEWER CROSSING ry GREENWAY CROSSING M FORCE MAIN CROSSING IK= WATER LINE CROSSING MULII-FAMIL: SITE I Lq 1 0 4 II o.1i acres RICHA "-'ON ROAD -10 B PAVW�% POOLE ROAD OVIRALL VVENDELL FALLS WITHERS RAVENEL STREAM IMPA-CT MAP A.. ry G2 LAKF MY V.A Approved Impact R-1 133 linear feet GRAPHIC SCALE 2000 0 1000 200 4000 I inch 2000 ft. OVIRALL VVENDELL FALLS WITHERS RAVENEL STREAM IMPA-CT MAP r"ClagEERS I PLA-44EQS I SURVEY01S C — ,4 ff N r�0 pj un N: y n xrD nI°F3 �o_an too Ca,Em00 as fD °aa3 3 o3 3 °�' N 0 on n n. i 3 °� .° 3 o ro ° : m M L4 'C7 rJ` rr M O O O -y n tD C cr ^ er Q4 mD J • r f 4 G 4 / x ♦. yp f l'% yet✓, " S >1 2 A O O#J _ X , e v _ � J rn _ at I , 7 rD I. C D r) Tu N n rn . r �p°�a 1' , _. -.... Vo ro0 3 CL 5 - 3 o Ln � M � fp iu HO 3 w 4- .CN i rD rD d O rtz rN ...' aQ. i 0 i� (D in raj. h N Q Q Cr rj 3 0 aX WENDELL FALLS DAM o > ,n M WENDELL, NC ti K OVERALL SITE PLAN �y� Z z 0 I rD I rD eD C) 0 rD ID ci CL C: r) 0 rt CL cz (D (D 0 r j 0 (�D = m rD -0 0 co i5- E if 23 -;l r (D < Z) 'M o 0 > 0 m0 0 2'. 0 C: E2- I. C7 cn tll rl) 0 tl PEI H 7n Pi I I. (D Co 0 CL C: > r 0 0 if 23 -;l r .4 in 'M o lu Et 0 I. tl PEI H 7n Pi WENDELL FALLS DAM 9 > WENDELL, NC 0 DAM PROFILE AND SECTIONS P. MIMI I I. VO Co 0 n > > r if 23 -;l r .4 in 'M C2 M V, I. WENDELL FALLS DAM 9 > WENDELL, NC 0 DAM PROFILE AND SECTIONS P. MIMI I Ntl WENDELL FALLS DAM 9 > WENDELL, NC 0 DAM PROFILE AND SECTIONS P. MIMI