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HomeMy WebLinkAbout20120944 Ver 1_Application_20121012 fi)i+ s� ' Q �✓ M STATE CT 1 2 2012n., •N..,. Tt,A&CEt�R btATERQUAIITY S AR'-"URM WATER BRPIICH STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Beverly Eaves Purdue Gene Conti GOVERNOR SECRETARY October 5 2012 U S Army Corps of Engineers �� Ea ft Regulatory Field Office 1. 2 09 Post Office Box 1000 Washin,ton N C 27889 1000 Attention Bill Biddlecome Subject Request for a NW 3 Permit and DWQ 401 for the replacement of Low Impact Bridge#41 over Portohonk Creek on SR 1 148 in Camden County WBS# 17BP 1 R 26 The NCDOT request the issuance of a NW 3 permit and corresponding 401 water quality certification for the replacement of Low Impact Bridge Project#41 in Camden County Bridge#41 is located on SR 1 148 approximately 0 071 miles east of the intersection with NC 343 This bridge crosses over Portohonk Creek classified by DWQ as class C SW Portohonk Creek is a tributary of the Pasquotank River This water body is not considered an anadromous fish spawning water by the NC Wildlife Resource Commission or the NC Division of Marine Fisheries Bridge#41 has a substructure consisting of 1 interior wood bent and support piles The deck is comprised of wood timbers and girders with a wood barrier rail The bridge span structure measures 31 ft long X 20 ft wide The proposed replacement bridge is a 55 ft long X 28 ft wide The new structure will be a single span precast concrete deck supported by two end bents of concrete bent and pile This bridge will be replaced on its existing alignment as shown in the provided permit drawings The bridge crossing will be closed to traffic during the bridge replacement An off site detour will be established during the period of this road closure impacts to jurisdictional wetlands and surface waters have been avoided and minimized The resulting impacts include 0 02 acres of surface water impacts(mostly ditch fill on NE corner) 0'004 acres of permanent wetland fill 0 002 acres of permanent hand clearing(long term bridge maintenance) and 0 002 acres of temporary hand clearing for construction/erosion control devices The impact listed at site 3 &4 ieat din,excavation in wetland is to accommodate foi drainage These areas will pinery soil function as wetlands These impacts are detailed on the provided permit drawings Due to the lengthening of the bridge NCDOT will be able to restore approximately 0 022 acres of riverine floodplain adjacent to Portohonk Creek This bridge is following 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 it you have questions please call me at(252)482 7977 The permit fee can be charged to WBS# I7BP I R 26 Sincerely Jerry Jennings Division One Engineer 2i/ta Clay Willis > Division One Envi mental Officer cc Garcv Ward DWQ Sonia Carrillo DWQ L w/MI m I Imp ct B dg P I ID? 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Vii � ;,,.f:;,Z� m f,,,,4 ''4 'I i \'a !'F a T'5:�� �� ; N‘73'14:::.' �_ \ ; "� }` wx' � *fi ".. , y,° - .. ,`� . s ��y x P F, yp Y ,� s u'.• _ j g p Ind Iph r. , 1:- x T ,c -- Y . c i xs : ,maa # Ya f 4/6 1 . lit- ',(C4:44.SRI L Y K I 2000 1000 0 2000 4000 N C D®T 1 USGS SHILOH NC 7 5 QUADRANGLE (2010) DIVISION OF HIGHWAYS CAMDEN COUNTY (� PROJECT 17BP 1 R.26 (SF—140041) tg y `� RE NO 140041NON SRI14S OVER PORTOHONK CREEK SHEET OF 09/05/12 P olecl T ticking No ante nal Use) 12 03 0008 L EFFECTS DETERMINATION FORM PROJECT INFORMATION Project No 140041 County Camden WBSNo Document MCC F A No rardmg Z S a e ❑ Fedetal Federal(USACE) Permit Required? ® Yes ❑ No Permit Type Project Description Replace Bridge#41 in Camden County on SR 1 148(Hawkins Ln)with a new bridge on the same alignment Minor impacts to adjacent wetlands and surface waters may occur Area of potential effect is 40 feet either side of the centerline and 100 feet from the bridge structure in either direction Brief description of review activities results of review and conclusions Review of HPO quad maps HPOweb GIS historic designations roster and indexes was conducted on 3/12/12 This review yielded no existing NR SL LD DE or SS properties in the Area of Potential Effects(APE) which spans 100 feet from the bridge in either direction and 40 feet either side of the centerline of SR 1148 Constructed in 1961 bridge#41 is not eligible for listing in the National Register of Historic Places(NRHP)according to the NCDOT Historic Bridge Survey The review of Camden County GIS and tax records confirmed the presence of a church and cemetery older than the age of fifty years adjacent to and partially within the project APE Thus because Camden County has not received a comprehensive architectural survey a survey was required for this project in order to identify the church and associated cemetery and assess for eligibility to the NRHP During the field survey the church and associated cemeteries were documented evaluated and found to be eligible for listing in the NRHP Shiloh Baptist Church is significant at the statewide level under Criterion A as being the oldest Baptist church congregation in the state ofNorth Carolina(established in 1727/1729)with a strong documented history and eligible under Criterion B for locally significant persons boasting multiple important congregation members and former pastors Located in the community of Shiloh in Camden County along the Portohonk Creek Shiloh Baptist Church played a key role in the formation of several other Baptist churches in the region and helped to grow the Baptist denomination during its early years in North Carolina Several of its early leaders were not only well known community members but also influential in the political arena during the Revolutionary Period in North Carolina The congregation has played an important role in serving the community for over 2A years in Shiloh and in the Albemarle region as a whole The project was assessed for potential impacts to the church and burial grounds Project activities within the area of potential effect will not adversely impact the property provided that the work stays within the current ditch lines of the existing right of way The grassy areas to the south west of the bridge on either side of Hawkins Lane likely contain unmarked graves and these areas must be avoided from any construction or vehicle related impacts Guardrails will extend from each corner of the new bridge but will remain in the current right of way and stop on the south side of the bridge where the intersection with the church driveway occurs The new bridge will be a standard two bar metal railing type that is symmetrical on each side of the bridge Eff crr Der m of n fo mfo thno T ansp moo P of et 0 all J rh 2007 1 gramm 4g in ni VCDOT A chaeology Hr l A ill r G a p 12 03 0008 EFFECTS DETERMINATION Property/Site Shiloh Baptist Church and associated cemeteries Status Eligible Effects Finding ❑ No Effect ® No Adverse Effect ❑ Adverse Effect Explanation of Effects Determination Project activities within the area of potential effect will not adversely impact the property provided that the work stays within the current ditch lines of the existing right of way The grassy areas to the south west of the bridge on either side of Hawkins Lane likely contain unmarked graves and these areas must be avoided from any construction or vehicle related impacts List Environmental Commitments (f any) Construction must stay within current right of way and ditch lines and not impact the land to southwest of the bridge to either side of SR 1 148 upon which the Shiloh Baptist Church sits and in which several graves of prominent Shiloh Baptist Church members are buried Construction vehicles and equipment must not park anywhere on the grass southwest of the bridge they must stay upon the paved roadway Tree clearing must not occur or be kept to a minimum Guard rails will remain within the current right of way and not be placed past the church driveway on the south sides of the bridge in order to avoid impacting any unmarked graves If these instructions are followed then there will be No Adverse Effect upon the National Register Eligible Shiloh Baptist Church SUPPORT DOCUMENTATION See attached maps Determination of Eligibility report Design plans photos site plans NC 1TPO survey site form g/7/12. 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H 0 I I- Le I � OWNE OPERTY�L��iy O V����/y NE S NAMES AND ADDRESSES PARCEL NO NAMES PROPERTY ADDRESS 0 DB 58 PG 106 SHILOH BAPTIST CHURCH 952 343 HWY S P 0 BOX 31 SHILOH NC 27974 SHILOH NC 27974 0 DB 175 PG 459 PHILIP C WHALEN & 108 HAWKINS LN PEGGY J WHALEN SHILOH NC 27974 108 HAWKINS LN SHILOH NC 27974 0 DB 210 PG 451 WILLIAM GRADY STEVENS HAWKINS LN REVOCABLE TRUST SHILOH NC 27974 29 OCEAN DR JUPITER FL 33469 0 DB 48 PG 280 KENNETH PIERCE & 111 HAWKINS LN PEGGY PIERCE SHILOH NC 27974 111 HAWKINS LN SHILOH NC 27976 0 DB 58 PG 106 SHILOH BAPTIST CHURCH 952 343 HWY S P 0 BOX 31 SHILOH NC 27974 SHILOH NC 27974 NCDOT DIVISION OF HIGHWAYS CAMDEN COUNTY PROJECT 17BP 1 R 26 (SF-140041) REPLACEMENT OF BRIDGE NO 140041 ON SR1148 OVER PORTOHONK CREEK SHEET OF 09/05/12 I I I 1 I REVISIONS 9/24/2012 — �) e,, V 9 (/) (/) (11/) (_n �y C7 I N m -1 I -1 �,, C 'o z 1 rn W ,N �_ 1 CO 03 Ci) O �D rr -P \ �' _ M "0 N <o0 -a D Z I Dr m �i� �� ��i� /-I 1-p 0 -1 o rn TI TI 1 p z D y9 - �q� �� m-< f Tl C I I V y x- Ul D z ��i2 \ ` �y cn•K f l = 0Aa° D O - \s ---I •Z -I o n I O Z■ I O I 1 m D rn - `��` (§) • x M o N�' ° to 1 1 1 �zK -0 \ \ �F / -� ° --1 v) F \ \ + N .rte s \ V' °o + la 71 C1 ITl D rn 04 X N I W 1 I D i x) po 7a~ I I 1 Zp� LT) N \ s:�\ <J y- O / rn � c� F \ `' ✓ N N Ul - -0 x to 0 O� -' / mV�Ulm D *m C7 > r . _ f"1 _1 I ,-0r� fTIX r G� o /9 Il m N LO —1n mwm 0x 0 w �S D nZ rT1 W I I r D M - # rr1 1 �D / (l) n /� 1 1 D< r Co-0 m v.� ‘1 ` N 0 1— -.1 CO _ �l TI oD 5zo -o-i �nD 1` 0 O ;; • DSO v C, � c�� = r C/) CP X F I> X1 ,:r64A-Cgm (A m > `n q-.1 n X it ,.‘:::)\,.. >--I V1 r���1 W + vl nmD m ogm + * / U, a,� , p .p -� Z--In m O ,..��� ,1rr1 as � TI fTl � • �w, »I N � Of�1D ��AIc11a 'v � r. 5"1 D >X1< i* wr w���� -1 Co it N M I I� I DDS S 14 28 _ • • I'�' rI6AL \ -,-1 nmv' > TOHOIVK 1i�•�� -�.- 13+00 � z) CREEK PORTOHONK CREEK m - 0 \ <00 r .;.. r + ��I'� 1j� m 1 r II II n N I \ `11$ �■IV { V1 r• \`� �� t i \ I I w o D -0 D W � `i'1 L` 1���C W N - o -� N w IllUql. .�∎� w z m o III w D D rn rY : ice:. 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