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Home My WebLink About20170263 Ver 1_Sampson 17 LIBR Application_signed_20170306_ '�, St�TE ., • �• ""n'"'w,YO :�� = Qa•. t,� a ,� : :u _.� �. . '�S .K� ^m.u.m .�• ., ^r�a�...x.'° STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR February 15, 2017 Brad Shaver, NCDOT Coordinator Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 JAMES H. TROGDON, III SECRETARY Subject: LIBR Application far Section 404 Nationwide Permit 3 and 13 for proposed replacement of Bridge No. 17 over Crane Creek on SR 1146 (Moseley Ave.) in Sampson County. WBS No 17BP.3.R.50 Dear Mr. Shaver: Please find enclosed the preliminary jurisdictional determination (PJD) request, Low Impact Bridge Replacement (LIBR) package and permit drawings for the above referenced project that was prepared for NCDOT by HTNB and ESI. Project Description: The purpose of this project is to replace Sampson County Bridge No. 17 on SR 1146 over Crane Creek which is classified as C;Sw waters in HUC 03030006. Bridge No. 17 is currently 55 feet long with 253 foot deck width. The replacement structure will be a 70 feet long single span bridge with a 33 foot total deck width. The bridge will include two-ll-foot lanes and 4.0-foot offsets. The bridge length is set by hydraulic requirements. The approach roadway will extend approximately 136 feet from the west end of the new structure and 141 feet from the east end of the new bridge. The typical cross section of the approaches will include 2— 11" asphalt paved lanes with 2 ft. paved shoulders and 6 ft. grass shoulders. The roadway grade of the new structure will be approximately the same as the existing grade. The proposed bridge does not contain deck drains and all stormwater from the bridge and approaches will be collected by a stormwater drainage system and discharged into a Class B rip rap pad in the southwest quadrant at —L- 17+65 RT. Jurisdictional Imp acts: There are no stream impacts proposed with this project. The rip rap ditches on the East side of the bridge will terminate above the ordinary high water mark and will not impact the stream. Minimal wetland impacts (<0.01 acres of inechanized clearing) are proposed in the northwest quadrant for erosion control at the corner of the approach fill. Purpose and Need: The existing structure is structurally obsolete and structurally deficient with a sufficiency rating of 27.9 out of a possible 100 for a new structure. MailingAddress: Telephone: (910341-2000 Locarion: NC DEPARTMENT OF TRANSPORTATION Fax: (910) 675-0143 5501 BARBADOS BOULEVARD DNISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE, NC 28429-5647 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Website: wwwncdot.gov Utilities: Based on the Preliminary Utility Analysis and Progress Report, there are no utility conflicts on this project, therefore utility relocations are not required. Regulatory Approvals: Section 404 Permit: We anticipate USACE Nationwide 3 will apply to this project. Written concurrence from the USACE is not required for this project. NCDOT will abide by all conditions listed in Nationwide 3 and include a copy of the certification in the permit package and/or contract. Section 401 Permit: We anticipate 401 General Certification 3883 will apply to this project. Written concurrence from the Division of Water Resources (DWR) is not required for this project. NCDOT will abide by all conditions listed in WQC 3883 and include a copy of the certification in the permit package and/or contract. If you have any questions or need additional information, please feel free to contact me. Sincerely, Digitally signed by Mason Herndon ��DN: cn=Mason Herndon, o=NCDOT, ou=Division 3, —�f.i"+ email=tmherndon@ncdot.gov, c=US Date: 2017.02.15 10:41:08 -OS'00' Mason Herndon NCDOT Division 3 Environmental Program Supervisor ec: Joanne Steenhuis, Division of Water Quality Enclosures LowlMinimal Impact Bridge Project Data Sheet TIP N� WBs Element No. 17BP.3.R.50 Coun Sam son Br4d e Number 810Q17 fte lace Brid e 810t117 on SFt 1146 (Mosele DescN�tfon p g y Avenue) over Crane Creek Basin Cape Fear Glassiffcatlon C; Sw Stream SIN 18-68-2-12 Type Perennial Size width 8 de th t 2 ft. wide, 4 ft. dee Type Rednforced concrete deck Existing Structure Size 1(c� 18'-0", 1@ 18'-3", and 1(� 18'-6" Suff. Ratin 26.35 Proposed Structure Type Cared Slab 5ize 1en thxwidm out-oup 1@ 70' - 0", 24" with a 33' total width Stream USACE tmpacts (LFj Q NCDWQ 1m acts LF U usace ��act� �,ac} {o.o� Wetlartds Non 404 lmpacts (ACj 0 CAMA Imnaets ISF! 0 T8E Species Present Bio Conclusion Nloratorium Ty� Dates NativelHatchery Trout Waters rrout Specles Pi Trout Condikion: WRC Rsviewer CAMQ AECs Essential Fish Habitat (yln) Na�. Openin�c� USCG Permit Nisturic Properties Archaealogical Resources TNbal Lands d(fJ Resources 6t� [LWCF] Resources WEId and Scertic River Federal Lands NA Area Location Projeet Comments LAi No can alligator); Yes (woad stork) None M1lo effect: MANLAA No No No No -78.281339 IVo Survey forms for archaeology and nc architecture are attach+ed. �spondence frpm USFWS regarriing wvood is aFtached. �._ .r.� w,. a 1�s1�1 Lead Engi er, ate � / Digitally signed by Mason Herndon �/%� �/ / DN: cn=Mason Herndon, o=NCDOT, ou=Division !� LQ�— � 1ti•"�'"� 3,email=tmherndon@ncdot.gov,r—US _ Date:2017.02.7510:4029-OS'00' Division Enrrironmental D�cer� Date 1 211 51201 6 ��,4,�7�, North Carolina Department of Transportation �� S dCJi'1'11w"�'�lf f•1" �. _ Highway Stormwater Program \�� STORMWATER MANAGEMENT PLAN �`"'�� (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.50 TIP No.: County(ies): Sampson Page 1 of 3 General Project Information WBS Element: 17BP.3.R.50 TIP Number: Project Type: Bridge Replacement Date: 11/30/2016 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Designer: HNTB North Carolina, P.C. / James A. Byrd, PE Address: q901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: 919 212-1760 Phone: 919 424-0437 Email: rturnbull esinc.cc Email: 'ab rd hntb.com Cit ITown: Clinton Count ies : Sam son River Basin s: Ca e Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.07 Surroundin Land Use: Rural Residental and Agriculture Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 02 ac. 02 ac. Typical Cross Section Description: 2- 11' asphalt paved lanes with 2' paved shoulders, 6' grass shoulders. 2- 10' asphalt paved lanes with grass shoulders, and 2:1 or steeper grass lined Impacted ditches in the northeast and southeast quadrants are replaced with 2:1 front ditches in southeast and northeast quadrants. Existing ditches dissipate prior to tying slope and 3:1 back slopes or flatter which transition to a variable width base ditch to to Crane Creek. replicate existing drainage patterns. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 660 Year: 2033 Existin : 480 Year: 2013 General Project Narrative: State project 176P.3.R.50 involves the replacement of Sampson County Bridge #810017 on SR 1146 (Moseley Ave.) over Crane Creek. The existing bridge consists of 1@ 18' (Description of Minimization of Water - 4", 1@ 18'-3", and 1@ 18' - 6" Reinforeced concrete deck spans on I- Beams, reinforced concrete caps with timber piles and is to be replaced with a 1@ 70' - 0", 24" cored Quality Impacts) slab bridge (70' total length, 33' total width) at the same location. The proposed bridge does not contain deck drains, all stormwater from the bridge and approches will be collected by a storm drainage system and discharged into a rip-rap pad at the proposed toe of fill. The rip-rap pad will be in the southwest quadrant at -L- 17+65. The two proposed ditches, (line ahead / left and right), maintain exist drainage patterns by utilizing variable width base ditch that tapper to 0' in depth prior to reaching Crane Creek. The proposed ditch typical of 3:1 / 2:1 represents an improvement from the existing 2:1 and steeper "V" ditch that exists currently. Waterbody Information Surface Water Body (1): Crane Creek NCDWR Stream Index No.: 18-68-2-12 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � �i�j��:��;�� North Carolina Department of Transportation � Si(1Y11]4�'k1tE'� ��,�� Highway Stormwater Program ; , STORMWATER MANAGEMENT PLAN — (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.50 TIP No.: County ies : Sampson Page 2 of 3 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1) H:1) ac ft ft (%) cfs fps) (cfs f s Used Buffer Rules? 4 18+58 RT (1)Crane 0.0 3.0 2.0 0.6 60 142 9.35°/ 0.9 2.1 1.2 2.2 34.881423 / -78.281306 Creek 4 18+73 LT (1)Crane 0.0 3.0 2.0 1.1 111 177 7.72°/ 2.9 2.6 3.7 2.8 34.881546 / -78.281147 Creek Additional Comments I Im�;tl�v�i�' North Carolina Department of Transportation �� :Si()i'l l]�Yt]t{'1' � Highway Stormwater Program ;'� STORMWATER MANAGEMENT PLAN —" (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.50 TIP No.: County ies : Sampson Page 3 of 3 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Water Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- 17+65 Rt �1)Crane Creek Riprap Energy Class'B' 0.1 Pipe 15 0.5 0.3 No 34.881544 / -78.281581 Dissipator Basin Additional Comments � Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. W2 MECHANIZED CLEARING IN WETLANDS = <0.01 Ac /46 SF �INTBHNTB NORTH CAROLINA, P C. PROJECTREFERENCENO SHEETNO. W� aaa e. six Forks aoad, s�ite 200 77gp,3.R.50 4 Raleigh, North C.arolina 27609 MECHANIZED CLEARING IN WETLANDS = 0 Ac /0 $F rv c � i c e n s e N o: c- i s a a WW $HEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BEGIN / END � SAFETr FENCE -�- sraia+eircn �O 1[N��R��i, .°l[°lE 1�]L..�N� Do NOT U56 Fo RdW AWUISITION �TING s ECA� aT. END TIP PRO ECT 17BP.3.R.50 `p� BASE DITCH O TURBIDITY SEE DETAIL 1 —L— POT ST� ZO �' OO.00 "9 CURTAW • ?O � CLA55 'I' RIP-RAP �Fc � tN� � � EST. 35 SY�GF O ,l DOCUMENT NOT CONSIDERED FINAL 5lFclY FENCE -c- S�A16+38 !LT) 5�/ � y � � � i � , i Y Y 4 Y ',. N . . � � � i �_ _4� 1 �: y J. r x 1� , ' '�' ' DENOTES MECHANIZED � '.. c � � Y 4 �' � t .t V � Y � � � � k: _� \ `` ', CLEARING � � � a � � y. �- 1 -��E— _ = —w�0— _. — _ � 1 - - - E = s . ` - , , . - �� - � �� i _ .. . . - — - - - � , — — ' i �� UNLESS ALL SIGNATURES COMPLETED SPECIAL LAT.'V' DITCH SEE DETAIL 2 � .. . .. � . ,. , . , . - . . . . .. . _ . - - ... i i i � - - - v ---.. . . a . .. .. .. � � �� - - . . . �t �._ . .. , � , .., .. . I K+v � - 15" RCP-III 1• � � -- — E / DETAIL 2 BEGYN / END � SPECIAL LATERAL 'V' DITCH � SAFETY FENCE '�� 1r+ono s�eial O -L- 57A16+4/lRTI � O i y � . SPECIAL LAT.'V' DITCH J. K�ITFi JON��S AND WI��E, . SEE DETAIL 2 No1 Qi � `°� F.il L.EANNk� B, JONES CLA55 'B' RIP�tAP �� , CLA55 'I' RIP-RAP G.ou�d 3;� F�o e� siope 00 i4°ePG 473 EST. 1 TON ' �� i� EST. 55 SYOGF SPECIAL 1.4T.'V' DITCH D (%�{ :1 Pv 100 EST. 5 SYGF � , SEE DETAIL 3 VAR. WIDTH Min. D= 1.0 H. BEGIN TIP PRO ECT 17BP.3.R.50 BASEI DITCH SF Ei� =E �"E FROM -L- STA. 19+25 TO sTA. zo+oo RT —L— POT STA 16 + 50.00 SEE DETAII 7 -L- S'A.1�+/5 (R71 FROM -L- STA. 19+00 TO STA. 20+50 LT �/3 DETAIL 3 DETAIL 1 SPECIAL LATERAL'V' �ITCH VAR. WIDTH SPECIAL LATERAL BASE DITCH ( No� w Sr.al�� I No� ro scaie� �— II No�ural d'� �` Slope cro�na ?.� D F�o�°� v Ground ?') p F� �¢ caomnne g d Min. D= 0.5 fo 0.0 F. ;le � MECHANIZED CLEARING IN WETLANDS = 0 Ac /0 SF W4 MECHANIZED CIEARING IN WETLANDS = 0 Ac /0 SF � , � � � � � � �� • • s ��p p��miiiiiiiiiiiiiiiiiii�� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■ �� ■�� ■�� ■ �� ■�� 1 ■ �� ■�� ■��o�� ■�� u�� ■ ��o��o�� ■ ■�� o��o��o��■ �� ue ue e ■ ��u��u�� a��- ��ii�� i��c-r�o� �� s'-rr��i�� ............................................................................�..............................................�. � ...�.......... ..................................................................��_...::.......... 1 1 �� ■ i �� 'o ��-rri�� 1 1 �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�i�iii� i��iiiiiiiiiiioiiiiiiiiiiiiio �iiiiiiiiiiiiini�•i•- : �� •�i��iiiiiiii�■ �a ''�• iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiw��iiiiiu�iiiiiiiiiiiiiiiiiiiii� ��■ ��m �� ■ ��ni �� . �; ��a-r�� ■ �� ni �� a��c.��i�� ni �� c �� ■�� ■ i �� r ��-�r��i�� ■ • � ■ �� r ��■c-��i�� ......e ................................................ � .......... .... ..� ; 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' � ::::::::::::::::::::::::::::::::::::::::::::7::::C::7::::C::::::::::::::::::::::::::::::::::::::::::::: . ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :G.CC.:::::::::C::::C.::::::C .:::::: :::::::::::::::::::::::::::: ::::::::.C:::::::::::::::::::::::::::. �.:::::::::::::.C.C::::.C.:.CC..C.:::.CCC.:::::::::::::.C.C::::::. ....................................E............................�...................................... � � .......................................................................... �� e� �� .......................................................i.........i.........i...................i........................' .......................................................................... .:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: � ...... ................................................ �...............�....... ....... ...... ....... ....... ....... ............... ....... ....... ....... ............... ....... ......... 60 50 40 30 �m :� 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 w2 MECHANIZED CLEARING IN WETLANDS = <0.01 Ac /46 SF LEGEND ' '�' ' DENOTES MECHANIZED CLEARING / � 1_ 1 --J� �� ,.� C� � �� Z�Z� � I:� W1 MECHANIZED CLEARING IN WETLANDS = 0 Ac /0 SF TURBIDITY BFGiN / END � - � SaFETY FENCE i -�- 5�A16+38 lLTI 5�,� � � r- t � � � i � � � � � x r � t � � � I. �I �. � � �: � � � � '- -�. 1 �. � ,. y . Y _r �� Y 's i: � p � ti � t 1 � � e , � �� - L � I 1 _ —' ��E—� __= —wlB— _. 1,_ ` � i ..Y .V . - - -- ^-,. ' ' -- � �b[ —� - E /�; � - � _ �_-_ DETAIL 2 SPECIAL LATERAL 'V' DITCH � r+o� m s�eial Nolurol � \ �� Fill G.ound 3.� p F�o e� Slope M��. o= ,.o H. BEGIN TII O BEGYN � / END SAFETY FENCE -L- STAl6+4/lRTI J. KEITH JONE�S AND PoIf�E. LFANNp' B� JOI4ES D�' 3�':5t?�; <fI3 P� i7 PG =.C:i � ,I � 15" RCP-III y� jl i �; BEGIN / f_n'D 5.4FETY FENCE -L- 57A18+61lLTI VAR. WIDTH SPECIAL LAT. BASE DITCH SEE DETAIL 1 CLA55 'I' RIP-RAP E5T.20 TONS EST.35 SYGF � CLA55 'B' RIP�tAP //' � I � CLASS 'I' RIP-RAP EST. 1 TON - � � I EST. 30 TONS EST.S SYGF � L EST.55 SYGF VAR. WIDTH SPECIAL LAT. BASE DITCH FROM -L- STA. 19+25 TO sTn. zo+oo eT -L- PUT' STA I6 + 5�%.�lU SEE DETAIL 1 FROM -L- STA. 19+00 TO STA. 20+50 LT �/3 DETAIL 3 DETAIL 1 srecin� uTean� �v oircH MECHANIZED CLEARING IN WETLANDS = 0 Ac /0 SF VAR. WIDTH SPECIAL LATERAL BASE DITCH ( No� w Sr.al�� I No� ro scaie� \_ No�ural d'� �` Slope cro�na ?.� D F�o�°� v Ground ?') p F� �¢ caomn e g d Mn D 0.5 fo 0.0 F. Geo�ex"e� Min. D- 1.0 F. Max d- lA Ft. Ma.. d= 1.0 R. e 0o m S.a Ft Type of Liner- Clazz'I R'p Rop Type of Liner= Class'I' X-p-Rap FROM L- STA 18+43 TO STA.18+58 RT FROM -L- $TA. 78+58 TO $TA. 19-25 RT FROM Ir STA 18+58 TO STA.18+73 LT FROM -L- STA. 18+73 TO STA. 19+00 LT . . . . . . . . . . . . . . . . . , �.� �.. _ . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ . I"___ l .-_: ._I_: �-: ;. ...... ... ..... . ..... . .... . ................. .... _-_I�i1�ll�l _ � � � MATERIAL TO BE REMOVED �� _ � � 1�� C� N T B NC1ei9ense�NohoCai55anaS27609200 �� END TIP PRO%ECT 17I3P.3.R.50 `p —L— POT ST� 20 + 00.00 �y 0 ?0 O �l PROJEC7 REFERENCE NO. SHEET NO. 17BP.3.R.50 4 RMI $HEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��.,�� ...°J�� Do NOT U56 Fo RdW AWUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SPECIAL L4T.'V' DITCH SEE DETAIL 2 , „ ---� . .a' F5'-� _ _ -LGYd00�5 . .. � �,�t��--� i � i o. �F � '- - �0z=� ��__ � ---=T - — _ — _ = - - �, . ` -- — - _ ' � � 3 w000s � 'cz. SPECIALLAT.'V'DITCH ,��L.fLETCHER PEARSON 9e� SEE DETAIL 2 ""`- � p0 �DEEfl REFfRENCE � ' - ' � ' . . � SPECIAL L4T.'V' DITCH \ SEE DETAIL 3 � BEGIN / ENO SAFETY FENCE W4 -�- srais+is rRn --- MECHANIZED CIEARING IN WETLANDS = 0 Ac /0 SF WETLAN D & STREAM IMPACTS - i -____ ,;I � .ES`e'x �-\�� I/11� � ' , . _ ;` R> i oiiiiiii i o000000000 ■0000��0000��000000000i i o000000000 ■0000��00000000000000i i o000000000 ■0000000000000000000i i o000000000 ■0000000000000000000i i o000000000 ■0000000000000000000i i �� ■�� uu��i i �� ■ i��■ �� i�� i �� . �� i �� ............................�. ...�.......... 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' � ::::::::::::::::::::::::::::::::::::::::::::7::::C::7::::C::::::::::::::::::::::::::::::::::::::::::::: . ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :G.CC.:::::::::C::::C.::::::C .:::::: :::::::::::::::::::::::::::: ::::::::.C:::::::::::::::::::::::::::. �.:::::::::::::.C.C::::.C.:.CC..C.:::.CCC.:::::::::::::.C.C::::::. ....................................E............................�...................................... � � .......................................................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::::�:::::::::�:::::::::�:::::::::::::::::::�:::::::::::::::::::::::: . „ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: � � • , . ........................................................................................................................� .......................................................................... �� , �� ■�� ■�� ■�� i� • 70 60 50 40 30 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (�t) (ft) (ft) 1 -L- 17+14 TO 18+21 24" Cored Slab Bridge 0.00 0.00 0.00 <0.01 0 0 0 0 0 0 TOTALS: 0.00 0.00 0.00 <0.01 0 0 0 0 0 0 Notes: Permanent Fill in Wetlands: 0 sq. ft. Excavation in Wetlands: 0 sq. ft. Mechanized Clearing in Wetlands: 46 sq. ft. Hand Clearing in Wetlands: 0 sq. ft. United States Department of the Interior FISH AND W[LDLIFE SERVICE Raleigh Field 4ftice Post Office Box 33725 Rafei�h, North Carolina 27636-3726 May 25, 2016 Rabert Turnbull Environmental Services, Inc. 4901 Trademark Drive Raleigh, North Carolina 27610 Dear Mr. Turnbull: This letter is in response #o your letter of May 18, 2016 which provided the U.S. Fish and Wildlife Service (Service} with the bioIogical conclusian of the North Cazolina Department of Transportation that the prapas�d replacemer�t of Bridge No. 250 on SR 1952 over Tenmile Swamp and Bridge No. 17 on SR 1146 over Crane Creek in Sampson County may affect, but is not likely ta adversely affect tiie federally endangered woad stork (Mycteria americana). These comments are gravided in accordance with Section 7 of tlie Endangered Species Act {ESA} of j973, as amended {16 U.S.C. 1531-1543). According ta yaur submitted information, the site was surveyed f�r wood stark nests in March 2016. No waod storks ar wood stork nests were observed, although potential foraging and nesting habitat was present. Based on available information, the Service concurs with yaur biological conclusion that the project may affect, but is not likely to adversely affect the wood stark. We believe that the requirements of Section 7(a){2) of the ESA have been satisfied for this species. We remind you that obligations under Section 7 consultation must be reconsidered if: (1 } new information reveals impacts of this identified action that may affect listed species or eritical habitat in a manner not previously considered in this review; (2} this action is subsequently modified in a manner that was not considered in this review; or (3) a new species is listed or critical habitat determined that may !�e affer,ted by this identified act'san. If you have any questions regarding our response, please contact Mr. Gary 3ordan at {919) 856-4520 (Ext. 32). Sincerely, ((d� Pete Benjamin « Field Supervisor Electronic capy: Brad Shaver, USACE, Wilmingtan, NC Travis Wilsan, NCWRC, Creedmoor, NC Anneliese Westphal, NCDOT, Castie Hayne, NC Projecl Trackrng No.: 16-09-004Z aa��- NQ ARCHAEQL�GICAL SURVEY REQUIRED FORM A q •; �� . s. �: �" �' � This forrn only pertains to ARCHA�ULOGICAL RES011RCES for this project. It is not �;; n �� a��►� valid for Historic Architecture and Landscapes. Yau must cansult separately with the ;, - � �� Historic Architecture and Landscapes Group. �� PRUJECT 1NFGIRMATIQN Project No; WBS No. F.A, No: Hridge 17 17BP.3.R.54 Federal Permit Required? County: Sampson Document: MCC Funding: � 5tate ❑ Federal � Yes ❑ No Permit Type.• NWP3 Project Description: Replacement of Bridge Na. 17 over Crane Creek on SR1 i 46 (Moseley A�e} in Sampson Caunty, North Carolina. The archaeolagical Area of Potential Effects {APE) is �entered on the bridge structure and measures 60Uft in length (3QOft from eaah bridge end-point) and 150ft in width (75ft from each side af the SR114b center-Iine). SUMIVIARY QF CULTi.IRAL RESOURCES REVIEW Brief description of review activities, resulis af review, an�i conclusians: Initially, permitting and funding informatian was reviewed far determining the le�el of archaealogical input required by state and federal laws, Based on the submitted "request for cultural resources review" form, the projeet is state-funded with federal permit interactian. Therefore, 5ection 106 of the iVational Historie Preser�atian Act will apply. Next, construction design and other data was examined (when applicable) to define the character and extent of pvtential impacts to the ground surfaces embracing the pr4ject locale. Because tF�e project is state- funded, the APE was primarily designed to capture any federal permit lacation. Dnee an APE was outlined, a map re�iew and site file search was conducted at the Offiee of State Archaeofagy (�SAj on Thursday, October 5, 2016. No previously da�umented archaealogical sites are lacated in the APE or directly adjacent. Examination of National Register af Histvric Places {NRHPj, State Study Listed (SL}, Lacally Designated �Loj, Determined �ligihle (UEj, and Surveyed Site �SS� prQperties employing resources a�aiiabfe on the NCSHPO website is crucial in establishing the lacation af nnteworthy historic occupations related to a perspective construction impact area. A cross-check ot these mapped resources cancluded that no meaningful historic properties with passible contributing ar�haeolagical elements were lacated inward af the archaeaiagical APf margins. In addition, historic maps oFSampsan County were appraised to identify farmer structure locations, land use patterns, or o#her confirmation of histvric accupation in the project vicinity. Archaeologicaf/historical reference materials were inspected as welL In �eneral, the cuftural background re�iew escablished that no NRHP iisted properties, �reviausly recorded archaeological sites, or cemeteries are Iflcated within the APE. Based an cultural-histarical factars, the APE is considered ta have a low potential for the documentatian of arthaeological resources. Further, topographic, geologic, flood baundary, lidar and NRCS sail sur�ey rnaps {BH, GtCj were re#erenced to e�aluate petlealvgical, geomorphoiogical, hydrological, and other en�ironrnental determinants that may have resulted in past occupatian at this location. Aerial and on-ground phatographs (NCDOT Spatial Data Viewerj and the Govgle 5treet View map application {when amenablej were alsa examined/utilixed for additivnal assessment of disturbanees, bath natural and human induced, which compr�mise the integrity af archaeological sites, Enr►ironmental/impact factars do nat suggest a heightened patential far archaealogical resource reco�ery, "No ARC'HAEDI.OGY SURVF,Y RF,QUIRIiD "form for rhe A�i¢nded Mrnor Tiw+rsporratrvn Prajecrs asQuulrfied in rhe d01 S Pragramn+arrr Rgreem�nr. f of2 Projecd Tracking No.,� i �-o�-aaa� ,8rief Explr�r�atian of why the avrril�rhle i�rformalivr� provides a reliable husis for reasvnably predreting that there are �s unide�rt�etl leistoric praperties in the APE: No dacumented cultural resources are contained wi#hin the curr�nt ARE limits far the SR1146]Britf�e 27 replacement project in 5ampson Caunty, North Caralina. Half nf the APE is underlain by poorly drained sails. The remaining pnrtinn of the APE east of the bridge structure is characterized by sloping land surfaces o� parts that h�a�e experienced disturhance fram grading and ather activity related ta a Iaca1 business at the lacatian. In such eantexts, intact or significant NRNP archaeolagica! sites are unlikely tv 6e present or preserued. No further consultatian is ad�ocated. A finding of "no arehaeological survey required" is cortsidered apprapriate. SUPP�RT DOCUMENTATIQI�1 See attached: � Map(s) � Previous Su�vey �nfn ❑ Phc�tacopy of Caunty Survey Notes FINDING BY NCDOT ARCHAEDLOGIST NC1 ARCHAECILOGY SURVEYIIEQUIREIJ NCDQT ❑ Phatos ❑Correspondence O�ther: � "No ARf:tlA&C]LCIGY SiJRY6Y REQUIREI?"jorm jar rhe An+ended Miar�r Transpar�nrran Prajec�s us�rafrfreri in rhe 1UlS Pro�granin�rrric A�gmemenr. 2 of 2 Pelh' P 1GeoGraFPrejeclsh201616."i3406_d3B1GI5lTg_r+cmty_V2 mx6 Oate' 6!4@l2018 9.14.59 Aµ / ► • w�.. � ti � f . , ,-.� � � - f t' , � i_` t, ��, ,... ``3. � t' -�'�•1. -�4,. i � i � J ,_ ' fs� �r � � 1 � t+ ��'' �' • `�� '1� �") . . i � 7�T (�,- l .^1" ��.iT`'r. tittl `'� ' '"`-� •,�' i fB `y iv . r � o- r ... � I i! . : f., . `1}a/`S �.' 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'��' . "p v1R!"' Pro�act 6aundary a�pproximalgd q�y ESt �r�� + y'�, �,�f S�j� ;� � + �,� �,4� "Y�� ` ��Sc�s me . Yha infOfmai 4n dBplC9ed ort Ihl. figur0 is C + �' . � ,q ,. a � . � i h. I d �� t B rodiat. �� ' q:, r' � � � P �° '� �' � '{�:4 � �+ tJG �neMap, �JC �..enker fiar veo;graphic lnforaiafiar� and ,4ralysis, �1C �and is na[ si ila6'.e for legel nr arvgmetnrv,� puryasss. �I i�' i\�� - � �.,�0 1 , . g., �11 Bo�rd � '�,t �,i"�.�t�.� � �Frnpi�s,�Q Project: EF�16053.06 i F p,� , LILAR ; ,, Qate: Mar 2016 5�1�1pSOt1 "� 1� �4 � Samps�on County, North Carolina ��nlChkr�: KTlRT �� ,� � FiAure: 3 Pe1h: P:1GenGralFrajad5L20181053VYb_081GI545g_Yedaf_V2.mxd �i�ta: 318/7d16 S:d6:�7�5 AM =igure 4: Clinton S�uth tapograpYsic map de#ailing th� lacatiar� an�i �vu�dari�s of the projeet ar�a in Sampson County, FJarth Carolii Figure �: AR��I� rnap detaiVing tf�e loc�tiora an�i boundaries af the projectar�a in Sam�s�r� County, hJoeth C�rolina. 14Q 1�ezek i��i �_ � Fryr�r hi a�� .�. �Pfl'139 V�nn''�r�ney'trrtiii � `'w Oo� �� I�� l 1 .� _ �=. �; - 4."� �, ��l ��" � ��" r �' :3�i�I:�-z, �Pfl5�0 �illy 4��'WiCli�rnsorc �ir�us� �� '�; `'�f �� igure 6: N�SHPC? websi#e rnap illustrating the Icacatian of the pr�ject area �n Sarn�r�an Cc+ur�ty, Narth Caralina. . Uil • � . M'�" ' �^ k : YY �•� �`,q F� t � � < . Y � �'• !� i ✓ j � ' �, ��IY��.� ��"'� �� '. . , r� A� � l •! �f' �� k,� `%�51,'i'i'I� u , .,� ��$� �� .'� , . ��,: .� S � ' �. ��< �,,�i� ��, , h � . �5�; .ry.: �;1 � `•.� � P f t ��':��o ?�, _,. _` _ • +! e4,1 * .'� � �',N,.. ). �''�':�� ' \';,� � .,e' . � �,;��.,' �. , ��,, , �A WaB—Wagrarrtz loamy sanei, 0#ra 6 p�rcent slc�pes Map Un�t Sett�ng • NaFiar�a� n7ap utait symboP� 3vr6 • Efevation: 80 to 33i1 feet • Menrr annut�! pretiprtatian: 38 tcr 55 is�ehes • f4?enr� na�n�rof �rr temperoture: 59 to 7d d�gr2es F • Frost;free period: 21Q to 265 days + Fnrmfarra'clnssifi�atio�+: Farmland afst�tewide imp9rtance IL�4ary Unit Campsssition * 1Nnc�rcrm and srmiJUrsorls: 90 p7ercent • r'VTinorcompt�nents:5gereent • Estimntes are bt�sed on abserv�tr`o�as, descrrptrons, ond trnrrsects of [he mnpunit. Descriptiar� af Wagram Setting • tc�ndfnrm: Bra�d interstrearx� divides an rrarine terraces, rid�es on marine Rerraees • Landform,�osrtron (two-dirrTerasi�rrt�lJ: Sktoulder, sumrnit • Lnndform pasitian (tl'�ree-drn�ensi�nc�f): Crest • Pown-sfopesha,�e: Conwex • Across-slope shape: Convex • Parent material: Loamy marine deposits Typical profile • Ap - 0 to 8 inches: loamy sand • E- 8 to 24 inches: loamy sand • Bt- 24 to 75 inches: sandy clay loam • BC- 75 to 83 inches: sandy loam Properties and qualities • Slope: 0 to 6 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Well drained • Runoff class: Low • Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: About 60 to 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 6.7 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 2s • Hydrologic Soil Group: A • Hydric soil rating: No Minor Components Bibb, undrained • Percent of map unit: 3 percent • Landform: Flood plains • Landform position (two-dimensionalJ: Toeslope • Down-slope shape: Concave • Across-slope shape: Linear • Hydric soil rating: Yes Johnston, undrained • Percent of map unit: 2 percent • Landform: Flood plains • Down-slope shape: Concave • Across-slope shape: Linear BH—Bibb and Johnston soils, frequently flooded Map Unit Setting • National map unit symbol: 3vq0 • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days • Farmland classification: Not prime farmland Map Unit Composition • Bibb, undrained, andsimilarsoils: 80 percent • Johnston, undrained, and similar soils: 10 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bibb, Undrained Setting • Landform: Flood plains • Landform position (two-dimensionalJ: Toeslope • Down-slope shape: Concave • Across-slopeshape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 6 inches: sandy loam • Cg1 - 6 to 60 inches: sandy loam • Cg2 - 60 to 80 inches: loamy sand Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Poorly drained • Runoff class: Low • Capacity of the most limiting layer to transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 0 to 12 inches • Frequency of flooding: Frequent • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 7.2 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 5w • Hydrologic Soil Group: A/D • Hydric soil rating: Yes Description of Johnston, Undrained Setting • Landform: Flood plains • Down-slope shape: Concave • Across-slopeshape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 30 inches: mucky loam • Cg1 - 30 to 34 inches: loamy fine sand • Cg2 - 34 to 80 inches: fine sandy loam Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Very poorly drained • Runoff class: Ponded • Capacity of the most limiting layer to transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 0 inches • Frequency of flooding: Frequent • Frequency of ponding: Frequent • Available waterstorage in profile: High (about 9.4 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 7w • Hydrologic Soil Group: A/D • Hydric soil rating: Yes GtC—Gritney fine sandy loam, 4 to 8 percent slopes Map Unit Setting • National map unitsymbol: 3vqc • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days • Farmland classification: Farmland of statewide importance Map Unit Composition • Gritney and similarsoils: 90 percent • Minor components: 3 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Gritney Setting • Landform: Ridges on marine terraces • Landform position (two-dimensionalJ: Shoulder • Landform position (three-dimensionalJ: Crest • Down-slope shape: Convex • Across-slope shape: Convex • Parent material: Clayey marine deposits Typical profile • Ap - 0 to 9 inches: fine sandy loam • Bt - 9 to 58 inches: clay • C- 58 to 80 inches: sa ndy clay loa m Properties and qualities • Slope: 6 to 10 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Moderately well drained • Runoff class: Medium • Capacity of the most limiting layer to transmit water (KsatJ: Moderately low to moderately high (0.06 to 0.20 in/hr) • Depth to water table: About 18 to 36 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 7.9 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 4e • Hydrologic Soil Group: D • Hydric soil rating: No Minor Components Bibb, undrained • Percent of map unit: 3 percent • Landform: Flood plains • Landform position (two-dimensionalJ: Toeslope • Down-slope shape: Concave • Across-slope shape: Linear • Hydric soil rating: Yes Projecl Tracki�rgNo. (Inleriia�i Usej 16-0�-0042 HIST�RIC ARCHITECTURE AND LANDSCAPES Nf] SURVEY REQUIRED FORM This form anly pertains to Historic Ar�hitecture and Landscapes for this project. It is not �alid far Archaeological Resources. You must consult separately with the Archaeolagy Group. vi�fl7FCT iNFfIRMATTf1N ProjectNo; ; Cnu�aty. S�mpsDn WBS Na: 17BP.3.R.5D Document T e. Fecl. Aid 1Vo: Funding: X State Federal Federal X Yes ❑ No Pertnit NWP 3 Permrt .s : T e s : Proiect Descrivtion: Replace Bridge No. 17 on SR 114b �Maseley Avenue) over Crane Creek (off-si�e detour planned, presumed no impro�ements). SUIWIMARY �F HISTURIC ARCHITECTURE AND LANDSCAPES REVIEW DESCRIP7'IONOFREYtEWACTIVIT7ES RESULTS AND CONCLUSIQNS: HPOWeb reviewed on 1 Nn�ember 201fi and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects {APE). Sampson Caunty current GTS mapping, aerial photography, and tax information indicate a mostly wooded APE {viewed 1 November 2016}. The APE intersecks a large parcel on which stands an unexceptional circa- 1945 house apprflximately 1000 feet SE of the existing br9dge� as weil as later autbuikdings, A eemetery is lacated �b�ut 2400 feet north of the bridge, well beyand (ikely projeet impact. Constructed in 1954, Bridge No. 17 is nat eligi�le for the National Register as it is not representative af any distinetive engineering vr aesthetic type. Goagle Maps "Street View" canfirmed the absence af crit�cal architectural or landseape resources in APE {1 Noverrzber 2016}, No archi#ectural surve is re uired for the ra'ect as currentl de�ined. WHY THE AYAILABLE 1lYFORMATI�N PRO �IDES A ltELIABLE BASIS FOII REASONABLY PR,EDICTING THAT 71YERE ARE ND UNIDENTIFIED SIGIVIFICANT HIST�ORl'C ARCHIT,BCTUR9L DR LANDSCr4PE RE'S�URCLF"S IN THEPROJECTAREA. APE extends 30Q feet from each end af the exisking bridge (NW-SE} and 100 feet to either side of the SR 1146 (MQseley Avenue} centerline (NE-SW) to encompass proposed construction. The original comprehensive architectural survey af the county (1979; T�m 6utchko, An InventaryofHistoric Arrhitecture, Sampson County, Nortlr Carolina (Clinton: Gty oF Clinton, i9si)) and later additians record no prnperties in the APE. County GI5/tax materials and other visuals illustrate the absence of signifrcant architectural and landscape resources in the APE. Na National Register-listed properties are located within the APE or along the proposed off-site detaur raute. 5hould the design of the project change, nlease notifv NCD�T Historic Architecture as additional re�iew may he necessary. SUPPURT DUCUMENTATIQN X Map(s} ❑Pre�ious Surv�y Info. ❑Photos ❑Correspandence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORZAN Histo c Architectux scape -- N[} SURVEY REQUIRED �� NCDOT Architectuxal Historian Date dC Ni.s�orvc Arclrilrc'+r�+� arul l.mic�scrr�rs N[7 5'flRl'!i Y Nli{)illHt:!) jornr for� Alirior T'r'ail.aporralloi+ !'�njec[s rrs DernhJiec! rrr f/�e 2007 f'rvgrnr++r+inlrc Agi�eeuienf, PRELIMINARY UTILITY ANALYSIS AND PROGRESS REPORT WITH PRELIMINARY ROUTING NCDOT Project 17BP.3.R.50 Location: Bridge No. 17 over Crane Creek on SR 1146 (Moseley Avenue) Sampson County Prepared By: '� lM A E�ngineering �� C�nsultants, Inc. PRELIMINARY UTILITY ANALYSIS AND PROGRESS REPORT WITH PRELIMINARY ROUTING To: Mr. Alton Edgerton Division Bridge Program Manager 5501 Barbados Blvd. Castle Hayne, NC 28429 From: Webb White MA Engineering Consultants, Inc. 598 East Chatham Street Cary, NC 27511 (919) 297-0220 Ext. 124 Date: September 28, 2016 Power Owner: Four County EMC Four County EMC has an aerial pole line along the north side of Moseley Avenue. This line crosses the road outside the project limits and more than 100' from the end of the proposed bridge and should not be in conflict with the proposed construction. PUE or Additional Ri�ht of Wav and Possible Environmental Impacts MA Engineering has reviewed the project to see if any PUE's will be necessary for any utility owners that currently have an existing easement or right of way. At this time we do not see the need for any additional right of way needed for the use of utility relocation work. Estimated Cost for Relocatin� Utilities with Prior Ri�hts There are no utility conflicts with the proposed bridge construction. Recommendations for Earlv Relocations N/A 2 SUE Information MA Engineering has forwarded the plans to Sampson County Water and CenturyLink to verify they do not have facilities inside the project limits. Utility Owners Water — Sampson County Water Contact info: Mark Turlington Sampson County Water 827 Southeast Blvd. Clinton, NC 228328 (910) 592-0188 bhairr@sampsonnc.com Phone — CenturyLink Contact info: Kevin Godwin (910) 366-2142 kevin.�odwin@centurvlink.com Power — Four County EMC Contact info: Joe Dail (910) 259-1813 joedail@fourctv.or� 3