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HomeMy WebLinkAbout20140046 Ver 2_Application_20140908STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PATRICK L. MCCRORY GOVERNOR September 2, 2014 U.S. Army Corps of Engineers Regulatory Field Office 2407 West 5th Street Washington, N.C. 27889 -1000 Attention: Tracey Wheeler ty 3-// y ANTHONY J. TATA SECRETARY I U - vo q Co %/. Subject: Request for a NW 12 Permit and DWQ 401 Authorization for the relocation of existing utility lines for Low Impact Bridge # 12 over Newland Drainage Canal on SR 1360 (Fire Tower Road) in Pasquotank County. WBS # 45347.1.13 The North Carolina Department of Transportation is requesting the issuance of a NW 12 permit and corresponding DWQ certification for the relocation of utilities associated with the replacement of Low Impact Bridge # 12 in Pasquotank County. The relocation of the existing power line with a temporary overhead power line and pole on the north side of the bridge will temporarily impact 106 square feet of wetland. There is also a Century Link line that will have to be temporarily relocated. This utility line will be relocated through the boring method and have no additional wetland impacts. This bridge replacement project was permitted under the NW 3 Permit Action Id: SAW- 2014 -0039 and was issued on March 5, 2014. The DWR project #14 -0046 was issued on February 24, 2014. This bridge followed the Low Impact Bridge Process established by FHWA, NCDOT and Regulatory Agencies. Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. If you have questions please call me at (252) 482 -1876. Sincerely, Jerry Jennings Division One Enginee�U�— Clay Willis Division One Env' nmental Officer Cc: Garcy Ward, DWQ Sonia Carrillo, DWQ Z Low /Minimal Impact Bridge Project Data Sheet 1/1712013 TIP NO BD -5101L WBS 45347 1.13 County Pasquotank Bridge Number Bridge #12, 690012 Description 4 span bridge, 67' long x 25' wide concrete deck on timberjolsts with timber caps and piles Stream Basin Pasquotank, 03010205 Classification Class "C, SW' SIN DWO Index # 30.3 -1.5 Type Warm / Inland Size 65' wide at bridge Existing Structure Type concrete deck on timber joists with timber caps and pees Size 4 span bridge, 67' long x 25' wide Suff. Rating Suff Rating =9.8 Proposed Structure Type 3 span precast cored slab deck on concrete or steel plies Size 105' long x 33' wide Stream USACE Impacts (LF) COE jurisdictional stream present, do to bridging there should be no stream Impacts Non 404 Impacts (LF) N/A Wetlands USACE Impacts (AC) Wetland impacts will be within the threshold for NW3 Permits from the COE Non 404 Impacts (AC) NIA CAMA Impacts (AC) There are no LAMA jurisdictional wetlands within the project area NC DWQ Buffers Impacts (SF) Project is not within a Buffer Basin, therefore Buffer rules do not apply Buffer Application Required ( >40 ft) (VIN) NIA NC DWQ Storm Water Permit Required (YIN) Permit Required (YIN) No T&E Habitat (yin) No habitat for Bald Eagle (BGPA) Species Present No habitat present Bio Conclusion No effect Moratorium Type No moratorium required. Dates NIA Trout Waters NativelHatchery NIA Trout Species Present NIA Trout Conditions (VIN) NIA WRC Reviewer WA CAMA AECs Division of Coastal Management claims "Public Trust" on this water body Essential Fish Habitat (yin) no Nev. Opening 4'- V vertical clearance, 17' horizontal USCG Permit none Historic Properties Survey Rerquired Archaeological Resources none Tribal Lands none 4(f) Resources none 6(f) [LWCF] Resources none Wild and Scenic River none Forest Service Lands noire TVA Area none FEMA Buyout FEMA Flood Study LISTS Haz Mats Relocatees Location LAT 3642419 LONG .76 36952 Project Comments Completed b Lead En er I If Division Environmental Officer 1/1712013 Pasquotank Bridge #12 Replacement r% rA A /'1 ^ ^ Ir ' • 4 n--% n n o fr.-, U I qD u% I %3UU r, H U u uwui Mid Over Newiaria Uramaye Uanai .. 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CD, "•.�����y %, m m Newland Drainage Canal ENGINEERS • SURVEYORS w o 'i'� � '°o A-A • c> � Z � P. O. BOX 391 1899 WEEKSVILLE RD. O0 O for South Mills Water Association ELIZABETH CITY• NORTH CAROLINA 0] N (252) 338 -4161 (O W W South Mills, North Carolina !!r I.1 I' I ' , I I ` J N � I I I I m , f� I ' , lI f ' I, ' f I ' , ' � r I ' , I ' I I - 7VNb'0 3Jf "7I 10 ON VIM3N , I 1 , , , , , , , , I. Iii r„ I! a 1 a {i _ - ' i Z- M I' , C ..I I z - 1 k'' " � F , ,f A 0).0 I -0'0 McDOWELL &ASSOCIATES, F.A. O -' `°�V m O Newland Drainage Canal N = CD r n. tD I z (D CF) n° o� for South Mills Water Association 1899 WEEKSVILLE RD. ELIZABETH CITY, NORTH CAROLINA o + CD a co O p -hr -n CD w w �m �. a c p 1+ N o w a cc m 00 v T. � M w r- N j n 8 I � Z Z N co ; f cv ' l CD p . � i 5- D 1' r l i' �1 ! f , , , , , , , , I. Iii r„ I! a 1 a {i _ - ' i Z- M I' , C ..I I z - 1 k'' " � F , N OR M ,f ! m 0).0 -0'0 McDOWELL &ASSOCIATES, F.A. N OR M m a ey I-1 I I I x I I i I� t "I I ca i 7, me n ft 1, 0 s = ov)!E*W- rneW 'U � m0 �o �m Q N O r '1•I n r N C i r- m z DOX =m-0 O 10 0 >cc) n r- 00> m < Z < j D Iv 0 Z m x cn z 0 n D m X r z m (D (D ODX rWD —� r1 I :U = z po0 DO<,f C) mn �D _Cn m m O C0 �7 0 m z m N z - o D p r T r o � v 00 Ca m m c °v n m X a A CD CA 8" Waterline Relocation Firetower Rd & ! m m a ey I-1 I I I x I I i I� t "I I ca i 7, me n ft 1, 0 s = ov)!E*W- rneW 'U � m0 �o �m Q N O r '1•I n r N C i r- m z DOX =m-0 O 10 0 >cc) n r- 00> m < Z < j D Iv 0 Z m x cn z 0 n D m X r z m (D (D ODX rWD —� r1 I :U = z po0 DO<,f C) mn �D _Cn m m O C0 �7 0 m z m N z - o D p r T r o � v 00 Ca m m c °v n m X a A CD CA 8" Waterline Relocation Firetower Rd & N 0).0 -0'0 McDOWELL &ASSOCIATES, F.A. O -' `°�V m O Newland Drainage Canal N = CD r n. tD o P. O. BOX 391 (D CF) _ o� for South Mills Water Association 1899 WEEKSVILLE RD. ELIZABETH CITY, NORTH CAROLINA o + CD ao�' co O p -hr -n CD w w �m �. M South Mills, North Carolina p 1+ N o w o cc m T. � M WO r- N o CO) n � Z Z ::E co cv CD p � = °- 5- D 8" Waterline Relocation Firetower Rd & McDOWELL &ASSOCIATES, F.A. `°�V m Newland Drainage Canal ENGINEERS• SURVEYORS - y0. TF • • N • • o P. O. BOX 391 —�C•T � Hen•-- M 11 for South Mills Water Association 1899 WEEKSVILLE RD. ELIZABETH CITY, NORTH CAROLINA co O (252) 338 -4161 W South Mills, North Carolina If D.\Active. Projects. 1\E1769.SMWA.WL. RE LOC. BR12\a cad \BR12.FIRETOWER. 8 inch.DWG, sh3 BR12 mca PROFILE, 10/30/2013 5:43:30 PM, Xerox WorkCentre 7345 PCL6.pc3, 11x17, 1:1 + i� O m v 0 CD CD 3 U3 0 0 O T3 r � 1+ m CL a 3 CD c X X W v 0° m 03 < n =. m m a m v m o N z n n a v �z w — -a �0 m a a O r t7 n - m w = N p m I(III,I �A PROPOSED 10 W fn COVER (MIN.) 1 I 1 11 1 m ,I �O C7 (2) 0 p00m X O �a ��o o- O<m a; 13 moo -5i -0 Asia � _ m m � � 0m G) z°D "< go TT M = a vmmz v °m °cam (p. z m ° m z O v m n DIz� _1m 0, a-U P. O. BOX 391 C, z mz m m 0 W m °m for South Mills Water Association 1899 WEEKSVILLE RD. ELIZABETH CITY, NORTH CAROLINA b.cm �a 0 C- D O �m 0) 23 o wii Q x Q (A) South Mills, North Carolina m g O o N m CD 27 -0 CO S Q 7 O 3 1+= m °v n m D v �. -n 0 m =z m ° m n o 00°; m0< n co Cn m Cl) n CD ONm -S vmC to o m i v CL v U m O N m ,I �O C7 (2) 0 p00m X O �a ��o o- O<m a; ADO° m � � 0m G) z°D "< go TT M = a vmmz v °m °cam (p. z m ° m z O v m n il' N DG)0 mz --I � � m mCo m-4 m 0� n r z 0 T -s O ° 8" Waterline Relocation Firetower Rd & �a p tD v vmmz v °m °cam (p. (p 0m�° nb-0-1 C) j7 ° m :H F= 0 _ 0 ?501�m O ENGINEERS• SURVEYORS DIz� _1m 0, OrOcv OGm) zo P. O. BOX 391 C, z mz m m 0 W O30 for South Mills Water Association 1899 WEEKSVILLE RD. ELIZABETH CITY, NORTH CAROLINA b.cm OMK 0 C- D O �m 0) CD N x � O (A) South Mills, North Carolina m O o N m CD Q D v D -� m =z m 00°; m0< n m Cl) n CD ONm -S vmC 0m N N DG)0 mz --I � � m mCo m-4 m 0� n r z 0 3 i T m ° 8" Waterline Relocation Firetower Rd & p (� McDOWELL & ASSOCIATES, P.A.Q.` ® (p Newland Drainage Canal ENGINEERS• SURVEYORS P. O. BOX 391 M v W O for South Mills Water Association 1899 WEEKSVILLE RD. ELIZABETH CITY, NORTH CAROLINA O (252) 338 -4161 0) W (A) South Mills, North Carolina 3 i