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Home My WebLink About20171454 Ver 1_LIBR_permit_package_signed_20170215_ �,� SY�TF " ' da �a�o� ",S` � '{}�. �� a ,� s;f ;� ��' '.�',�• C: �w,a,.,,,.a+' STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR February 16, 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 for Section 404 Nationwide Permit 3 and 13 for proposed replacement of Bridge No. 148 over Mill Swamp on SR 1434 (Huntley School Rd.) in Sampson County. WBS No. 17BP.3.R.53 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. 148 on SR 1434 over Mill Creek which is classified as C;Sw waters in HLJC 03030006. Bridge No. 148 is currently 35 feet long with 25.3 foot deck width. The replacement structure will be an 85 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 238 feet from the southeast end of the new structure and 137 feet from the northwest 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. A soil driveway will have to relocated from Sta. —L- 19+71.75 to 19+25 RT. 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 at —L- 19+36 RT. Jurisdictional Imp acts: There is a mill pond upstream of the bridge and the discharge from the dam has create substantial scour on the downstream right bank therefore, 61 linear feet of Class II rip rap bank stabilization will be required on from Sta. —L- 18+92 to 19+01. Since the proposed slope is less than 1.5:1, NCDOT would like to a waiver from the filter fabric requirement so the rip rap can be pressed into the bank for better placement and stabilization. Minimal wetland impacts (0.01 acres of inechanized clearing and fill) are proposed in the southeast quadrant along the shoulder. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DNISION OF HIGHWAYS 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Telephone: (910 341-2000 Fax: (910) 675-0143 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Purpose and Need: The existing structure is structurally obsolete and structurally deficient with a sufficiency rating of 28.36 out of a possible 100 for a new structure. Utilities: Based on the Preliminary Utility Analysis and Progress Report, the only utility conflict on this project is the SREMC powerline which will have to be shifted to the NNE. There are no jurisdictional impact associated with this relocation. Regulatory Approvals: Section 404 Permit: We anticipate USACE Nationwide 3 and 13 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 and 3885 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, �7 �/ Digitally signed by Mason Herndon <�� L�`-- /��s•,�-� DN: cn=Mason Herndon, o=NCDOT, ou=Division 3, email=tmherndon@ncdot.gov, r—US Date: 201 Z02.15 17:1223 -OS'00' Mason Herndon NCDOT Division 3 Environmental Program Supervisor ec: Joanne Steenhuis, Division of Water Quality Enclosures Low/Minimal Impact Bridge Praject Data Sheet 7iP NO WBS Element No. Description Basin Ciassification Siream SIN Type Size iWidth & depth) Type Existing Structure 3lze Suff. Rating Proposed Structure Typg B�ZB (IengihxwidRh outoutf Stream USACE Impacts (LF) NCDW� Impacts (LF} USACE Impacts (AC} Wetlands Non 4p4 Impacts (AC) CAMlA Imnacks (SP! itormwater Permit Required (Y!N) Haqitat TSE Species Present Bio Conclusion Moratarium TypQ Dates Nati�elHatchery Trout Wat$rs Trout Species Pi Traut Conditiona WRC Reviewer CAMA AECs Essentfa! Fish Habitat {vinl Wild and 5cenic Federal lands TVA Area FEMA Buyou� FEMA Flood : U5Ts Haz Ma Reloca Location �T LONG Project Comments Gompleted by: Q . � . � ,�.�. � 1�51f� Lead Engineer, Dat �„ db MasonHerndon �igi a ysigne y �� DN: rn=Mason Herndon, o=NCDOT, ou=Division 3, �4T"—' maiktmherndon@ncdotgov, r—US Da te: 2017.02.15 17:12:56 -OS'00' Division Environmental Officer, Date 9/612077 Replace Bndge 148 on SR 1434 (Huntley School Rd) over Mill Swamp Cape Fear C; Sw 18-68-1-17-5 Perenn9al $X5 Reinforced concrete deck 1� 97' - 9"and 1� 17' - 7" 2a.ss Cored Slab � 40'-0", 1� 45'-0", 21" wifh a 33' total wicfth 61 0 0.07 D Yes (American Alligatar) None No effect No No No No No No -78.50897 I Ii�Il��dV Norch Carolina Department of Transportation StOYt7]YVc�fPY- � � ,..,..,..,� Highway Stormwater Program �;- STORMWATER MANAGEMENT PLAN -- (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.3.R.53 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: TIP Number: 176P.3.R.53 Project T pe: Brid e Replacement Date: 12/22/2016 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Desi ner: HNTB North Carolina, P.C. / James A. B rd, PE Address: 4901 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: Salembur Count ies : Sam son River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.09 Surroundin Land Use: Rural Residental and Agriculture Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: 2- 11' asphalt paved lanes with 2' paved shoulders, 6' grass shoulders. Roadway 2- 10' asphalt paved lanes with grass shoulders. Wetlands are present in the transitions from super to normal crown as you progress down the alignment. Also southeast quadrent of the project and a non-jurisditional pond is present in the relocated soil drive to -L- 19+71.75 from 19+25 on the right. northwest quadrent of the project. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 700 Year: 2032 Existin : 350 Year: 2012 General Project Narrative: State project 178P.3.R.53 involves the replacement of Sampson County Bridge # 810148 on SR 1434 (Huntley School Rd.) over Mill Swamp. The existing bridge consists of 1 (Description of Minimization of Water @ 17' - 9" and 1@ 17' - 7" Reforced concrete deck on timber joists and timber piles and is to be replaced with a 1@ 40' - 0" and 1@ 45'-0", 21" cored slab bridge (85' total Quality Impacts) length, 33' total width) at the same location. The proposed bridge does not contain deck drains, all storm water from the bridge and approaches will be collected by a storm drainage system and discharged into a Class "B" rip-rap pad at -L- 19+36 on the right. There are no proposed ditches on this project. Waterbody Information Surface Water Body (1): Mill Swamp NCDWR Stream Index No.: 18-68-1-17-6 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) Z O � � BEGIN TIP PRO ECT 17BP.3.R.53 �/�/ETLAND & STREAM IMPACTS C�INTB HNTB NORTH CAROLINA, P.C. PROJECTREFERENCENO. SHEETNO. � -1,- P�C .STf� 15+90.00 sas e. six Forks Road, suite zoo UBP.3.R.53 4 I \� NC1Li9enSe�Noh Ca1554na 27609 yyy SHEETNO. I �- \\ W2 rLOATING ` ROADwAY DESIGN HYDRAUlICS -"�- � �L � MECHANIZED CLEARING IN WETLANDS = 0.07 AC /427 SF TURBIDI7Y RIP-RAP AT EMBANKMEM �� ENGINEER ENGINEER 1_ SEE DEfAIL 1 / i I ;� - BEGbV / ENO S;iFE� � FENCE FILL IN WETLANDS = <0.07 Ac/188 SF CURTAIN -L- STa.2C�+58 ii_Tl ,� IMPACTS IN SURfACE WATER = 0 LF -L- STA 19+71.75 = �- � � � L�L.I� `�. umuis oF . -ORVI- STA IO+OOAO �S MEGHANIZED CLEARING IN W,ETLANDS = 0.0 Ac/0 SF \ � �� . I, QEGIN / END SAFETY FENCE P�1 - FILL IN WETLANDS = 0.0 Ac/0 SF _� I. � -L- STA15+82 2l1 �� -� IMPACTS W SURFACE WATER = 32 LF TI N � A A y / I � -'` - - � � k � � ' � � ' L � � _—,5 - —� j5 END TIP PRO ECT 17BP.3.R.53 � =� �-, 1 �i � � �s _ _ _ , � � � � �' � � � 1 � � L POT STA 20 + 50. 00 E 7 1 -. � . .. � � i- � �- e' , � ; � �' ' i i 4, , - � �",� , - ' - � � . - - . . . m _ �=- �� 1 � s . -{�� i .' '- �j '� s E � `" � �� - LPDE� DOCUMENT NOT CONSIDERED FINAL - - - ..� ,..: ...i _ , �-� .. _ _ _ EW f- ,, �� y{ _ - UNLESS ALL SIGNATURES COMPLETED \ . _ i" I� 5 ', � �>. i -- . _ . .. . _ - � - - nV . __�� - . - : '1" _ _ - - _ _ - � � � i-_-___ .'. _ - -_ _- _ _ .- F �-'�Ct�,� � a �$ \\ _ " --_ _ _ I � .._ __ - - ' - _ .... , � PUE �—E � `4C�� ,. / _ _ p ---'� '� � � O � •�, BeGiN / END�AFETY FENCE � � � � � � �� L- 7A/5+84 (RTl % WA77LE BGRRlER � - - 1� � / � 7 .. �5� c�` . � � �' � BEGIN / END SAFETY FfNCE v� . .�\ ._.. . �:;�� / ,)S' .;IFadf� , � L t srkz,+�3 rRr, �'A JG_,_ ,. N.1r2;1 / y,.l ' �5" RCP-IV � / DRAIN POND PRIOR 7 W3 GB �343 PG 91T � / TO CONSTRUCTION O MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF �. � �5' FILL IN WETLANDS = 0.0 Ac /0 SF O .�� .� � ` � �OJ, IMPACTS IN SURFACE WATER = 0 LF �. /�' \ O � �5 F � � j' ^ � LEGEN� �� - \\ �. F �AI�L If 1 fkt.iA' , . ' '�' ' DENOTFS MFCHANIZED �� O :��io?1 f___ � nl ..�1 I _. CLEARING SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT . \! , BEGIN AFPFOACH SLA6 NOT TO SCn�E � J, � DENOTES FILL IN -L- POT STA 18.�.16....,'- �.. wennNo BEGIN BRIDGE - \�, O W4 � DENOTES IMPACTS w -- -F28-��- �- MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF SURFACE WATER � FILL IN WETLANDS = 0.0 Ac/0 SF -_ . ' '\ . La i Tlc' G q.=:;_ Fd,a i?tiFWS� .➢R, IMPACTS IN SURFACE WATER = 29 LF i . __;. Ht�;ll'�u' P'�i�;i+501d N�4T':H[Kj S - /� \ ClG �irip P4 65� 1 � I �, END CONSTRUCiION -L � I RIP �PDET �IBANKMENT \ -DRVI- POC STA 11+40.00 � i I Noi ro scaml l % . __-- , / 5'min �ND BRIDGE - � j e� ��, - i.om�� ` ; zo' -L- POT STA 19+73+/- E��n�� . j5� �S j . �-� / GEOiEXiILE — Sireuni � Bed ' END APPROACH SLAB � *r„- or��,e.- so �o�is, ei u n�p aap ` -L- POT $TA 19+25-/- croic.��i-= so � FROM -L- STA. IB'�. 92 TO STA. 19 i 01 . ___ __ _ ___ __ . . . . . . ___ i __ _ . ___ __ . . . . . . _. �'__ _. � _. _._.-_ � __._.-_ . ___.___ . __.___ . . . . . i ._._. .- . . . . . . __.__ __.___ - -__ �__._ . . . . . . . . . . . , . . . . . . . . . . . . _._.__._ ___._.__ _. _._.-__ __._._._.- . = BM#1 - SPIKE IN 24" p�NE ,�;- -- ��,,, f _ m,_ _" m, __ __ � - --- -- �� - �� --- � �,T ; ' ; ; � I- -; �T =�-- -- �T . . _ - -- . . - -- - _ - - _ - - - - - -- - -_. .. - -_: ---- _ ', : , �T -L- STA 22 +66.31, 32.86' LT � � � � � � � � ' - --- - ___� -- - - - - �- - - -- __._ - - ELEV. - 129.01' � __ _ -' : en�� ru,�e .. D � � � � BEGIN GRADE , � � ' _ ��- ' � � � ELEV. G 13q 57 . . ; � . . - L A +90,OQ � � 'r . -: i T �--�i- . . � � � T - -- � �JO � MATERIAt TO': BE REMOVEI3 : -�� '- � - �-. EtEV. = 133.90 - -- - - ; � - � - - - - - � �JO -- __ �_ - � �JO - ___� �.wS-EL � .�� , __4 P - 79+90.00..- _ BE�lN I.Ai�� - �. �. �. . �. : �. . ' : - -- T -�, ; . _ . _. i ��- i StlRVEY 0! 2i-i6� : : - � ��_ : �. _ �. . . DRU . : -� r- � - - , PI = 17+00.00 - ��-�r � --- --r VC = ,120'9 - �rT - � -- 51 � 10 13 98i - -� i - - - i - -- _ i_ : _ :� = EL = 131.65 - -r - - - - - - - - -- - -- �CEV. . . ___ __ '- _ - . _ , .�_� __. . __._._ . . � -- i_�i-- - .: : .'- - ' _ VC = 220' - i__. _ ,_ --� -- �� - ---- _ - � - - - - �L-: -- - � -- -- � -- -- � - - - -- - - --- K 163 � � _ _-- - - - { -- ' �r-rT 1 0 17 �4� - - -:i-_ K = 137 - V = 66 MPH - �4� -JI --:: -:: - �'_ �4� . . � - �rrT -- -- -i- V = GO MPH �r�-�� m� - -r--�r�-i �� - r ��r �r�- � �. _ - - � -'- : `- -_ . : , . . �-- � � � = � ` �T _ i _ : � i �� Tn-rrr� - - - - �r� r - - �- - - f -�r �r� � -- i -- T � - r- -- - - - _ _ i -- � - - - - -- -- _- -- - - -- - --- __ - - - - - -- __ ___ - - -- - --- - - - - - - - - - - . . -- �_ -. - - - - _ -- _ - -- - - -- --- -- - - - - - - - -- -_ _ � ___ - - -- -- - � - - ' - - — --- --- -- ' � '� �u_ __ , - . _ � _ - -- -� - � _- -- : i _ _;� - � -- -- �- ' - - -� _— - i - . . ._)0: 3d5% ; . t : � � -- -I � . � � � 130 � --_ , __- T --, _�= r -- � , _ !(-)z-.oas r _ — _ _ ry - , _� � _ _ 130 — _aaozf� - - - = 130 - --- --� -- ---- ------- ----- -- _-- - - --- —_ -- � ,�1 - � - .L �_�__ L� �'_ L� � L�', - �_. _ '�. i_ i.. �: t)0.306 _ ��_� � � i _ — f � � i ... i ii i. iL .i _ui iui ii__i i.—. � '" _ � �-� � �L� �_,_�� t. �1 � �, � � I I � �.�� L,_Lk_�� ;_ i_�1� �„ i 1�-� ' «-. � I/ ��-_ � , _, _ ' rl- i- 7 r ' ' - � I n V �j i -�-r J-r rr r�-rr� ,-�� t' _ 120 BRIDGE HYDRAUUC DATA ,'-'- , ,�-�,__�1u,_� u;i; u. � ii; : - s6^ ece � 120 �, - _ 1--�i 120 I-� I � I "; �I �-�� I-�i � r t � i �'� --� � i' � � '- —�� . _ � .. i l_ 1 LL _I1 L I 1 - 1_ �� 1 _ J_1 �_ L 1_ I 1 � i . _ .. .. N I I _' . . �� P . . � . I_ -._. _ . .- . � � �; �. . . . � . _ i � ._— . I i. � J l L_! _l.l � ... _ �_ ... i . . !i.. �.i � � �� '- 1..! DESIGN DISCHARGE 600 CFS -i 1 µ. �, � r �— �. � �� . , ��,_ �. � � � L �� .. L� ��_ . �«_ . L� �� DESIGN FREQUENCY _ 25 YRS �_ _ ��_ _� i �� L__ L_� __ � �_� � ��_ _ �� _�_ .', F m� ', PIPSta.20 �00.8UL30' �PT N L- : 1L ., _ r � r r -r� r J.-_: , o I _ ---. . 110 ��O _ I-� I-� F Z� ��O I� EDRVIGRADE11�49�0 __ liL u' BASE DISCHARGE - 900 CFS � �' t i I' t I _ L_ ELEV. = 130.75 - BASE FREQUENCY l00 YRS _ ORAINAGE AREA 68 AC l N H W L A l N - l -u- r -1-_ i OVERTOPPINGEDISCHARGE _ 1300(+1 CFS Y tL, � �� , ��-� f�_i .-�� _t' DES�GN FREOUENCY 25 YRS L, - � _ � iu — u. � _l . ll !_l . . L I_ _ L ! ._.. _ L !_ . . . LL . . . . . J . � �_ _ _ L. � DES16N DISCHARGE = 25 CFS �uu . i � 1_ �_-:�f. 100 - � �� +��N� i-� �-- �_ r i 100 � , -- - - ---I- 100 OVERTOPPING FREOUENCY- �500(+1 YRS ;_ r_� �._ 17.r_� 1.. r_� ! 7 _ Yr - .r Y' " . - DESIGN HW ELEVATION = 1252 FT -r----- r t t. 7r_il 7r� r' r— r. '--` � -- � OVERTOPPING ELEVATION = /30.50 FT _'- � r I � , �u__ �1_[��_ . _ u — 1_�. �— iL_ _ �i i_ -i�[--�Li— [_!_! l00 YEAR DISCHARGE = 40 CFS t-_. ._i Lr �it-�. . _-- . t _ : : _ :_ -:_i'. � t t_�_ 1�_�1 � �1_ � t t_ �-�t ��-tLt_�-t 7�t-�� f�LL�-k t�i� '-�k t� � l00 YEAR HW ELEVATION = 126.44 FT i- �t� -:��' � - -- � � _� . �� < < . . L ' i �`�` � . . .. L � �_� �_� L � � �_,— �� µ i 1 - i 1-- µ �- i i-- i i ri-r i -r i', I OVERTOPPING FREOUENL'Y= �500(+l YRS �' +--J+- � ;_ � -�1 _ �_-:�f: � � �_ Li _ < < < � � � < < � _ ,_� i-- "- 90 DATE OF SURVEY = 07-21-16 _ : -- � -- � �� + OVERTOPPING DISCHARGE = 60�+1 CFS , _ 90 I _,_ _ r-�_ *�; ,- , - 90 ' ,�_ -u ,_ .�1_�. , �_� � � � 1�I , i �1�-, < < _ �i _ �� ;_i_ u . I i. � _ � � � � -- _ � __ _ WS.ELEVATION _ FT � � �i �' �—'—,�� —' �— '-`�'- OVERTOPPING ELEVATION = 1305 FT L , +`- � 1�i _ Lu i._ �1_u� � ' I � AT DATE OF SURVEY - 12353 � µ� � . . L� i � �-�L �_� _ �L � ; �-� �� 1 � ��L � �L�_i_k_ �k w � , _. 1 . LL �, � < < ' �;�� L; � �� . � � ,_�� i " I : �� L 8� = z� - _ � L - ":� � :_ :.:� t :_ ::� �=i = i = z� � -, _ : � � r r� : � _ -t �7. : 80 rt- - �C1T �Cl L-'T L�t }T LT'i- � 8� �, �� - �„ LL -,�' 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10+00 11+00 12+00 � �_ � _ �' -� BE��N TIP PRO ECT 17BP.3.R.53 �/�/ETLAND & STREAM IMPACTS WNTB HNTB NORTH CAROLINA, P.�. ,f 343 E. Six Fo�ks Roatl, Suite 200 _I �\� -j,- I��C STli IS-�9o.�0 Raleigh, North Carolina 27609 NC LiCense No: C-1554 � �\ \ W? rLOATING RIP-RAP AT EMBANKMENT _ L 1 '� MECHANIZED CLEARING IN WETLANDS = 0.07 Ac /427 SF TURBIDI7Y SEE DEfAIL 1 ��` Bt��ld / EN[1 $.=iFEii FFN('E FILL IN WETLANDS = <0.01 Ac/188 SF CURTAIN -L- STq.20+i8 ii_Tl IMPACTS IN SURfACE WATER = 0 LF -L- STA 19+71,75 = �� _ L�L.I� `� � unniis oF _ -ORVI- STA IO�OO.00 �S � MEGHANIZED CLEARING IN W,ETLANDS = 0.0 Ac/0 SF \ ` P.I j� FILL IN WETLANDS = 0.0 Ac/0 SF � � ._:= ' � �� - IMPACTS W SURFACE WATER = 32 LF ii N ( _. - . . QEGIN / E-L� 5 A15+82 lLTI+ i 1 ' ,. . .. . � . ¢. - � , � L' ,- , -.5-- - J END TIP PRO ECT 17BP.3.R.53 ' i �' � � � 1 � - " ` -L- POT STA 20 + 50.00 � ,. . _ F . -is � i • � - � �� - ,�, �v i m - i . . .. t � �: �� ;, � � .� - _ � , � i�t � i ` �= . _ s _ _a. i � � � , r w.� �. � 1 _:- --�- - _ - - -. _. _ i ,, , . �, . �� \ �PDE� -- - EW �'. �. � � - _ �� 5 � � __,< - a � � , �------ �.. PUE --- --�� C � \�� : � � �, BeG�N / END�r�FETY FEfJCE � E �� L- 7A/S+gq (RT1 WA77LE BGRRfER . J � .\ " ' j5 :.. �� `�.�� , 74dfiLi %'¢ // ' W3 �'�. . 15" RCP-IV U6 i nJ PG 91T MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF �`. � .-�Y� FILL IN WETLANDS = 0.0 Ac /0 SF O. ��' IMPACTS W SURFACE WATER = 0 LF �. - . � ./jSJ� F � / � / SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT \� a BEGIN AFPFOACH SLA6 NOT TO SCn�E . ��':� S -L- POT STA 18 �t� 16 -...;_ � BEGIN BRIDGE - . _ � ��. -- +28-_ ui .� __ � ' . . `\ . I i1'Ic t',Ai'rlrWj�J(� i . ��ti� � at -i�iER � �t50rf N4T'HEwS s U ' I� P� 6�4 ZJ .._"-.i' 1 \ � N I I `� a. -L � I RIP �PDET �IBANKMENT �, � � , �o� �o s�a��, _, � / 5'm�in_ \\ �ND BRIDGE _ x I e� ��, - i.om�� ` z.o -L- POT STA 19+73+/- ' ; E��n�� . 15 � 1`' . - s,e��, � / � GEOiEXiILE Bed ' END APPROACH SLAB � *r„- or��,e.- so �o�is, ci u n�p aap ` -L- POT $TA 19+25-/- croic.��i-= so � FROM -L- STA. IB'�. 92 TO STA. 19 i 01 _ _ I ._._. ._ . . . �_�_.__ __.___ - -__ . -._._ . 1 - . . . . . . . . �. . . �. . . i__._ _.1 _ _�_.___ -._ _�_.___ -._ _.___ __. _. '.__ _.. . . '. = BM#1 - SPIKE IN 24" PINE � -- ��, -'�-- '� -- - *� 150 140 130 120 110 100 /, = �.-r,_._� - � F . .----��1 . . �. - „ - - ---...� �\ _ _ _ � BEGIN / END SAFETY FfNCE / L STA2l+l3 (R71 DRO.IN POND PRIOR TO tONSTRUCTION / O � I',� t i f I..!ry' R \ �Ir<ul f.� 11 ..�.1 _ �� ,, ' � W4 MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF FILL IN WETLANDS = 0.0 Ac/0 SF IMPACTS IN SURFACE WATER = 29 LF -ORVl- POC STA 11+40.00 1- -; - � �T ,T,-r,T,� ,T,� _ , �T -- -�- .;._ _ -- �- - --- --- - - - - - - - _ , _ __ I -- L BEGIN GRADE ; �_ �� ` � � � EI1JD GRADE� �i i ELEV. 129 Ol - + � Ev �sa.5� + . � E -- � � a +9a,00 � T T � MATERIAt TO BE REMOVEI3 -:___ �� '. r-- � _j_ EtEV. = 133.90- - -_ -'-= - ,- ----- � - - - --- - ��JO . - � _ _; -- --.-�. � - �:..-W.S-EL i - , . I . . . .. .. �� i � �.,s 4 PI - 79+90.00 -- i. - _ -- ��- sqrryEv or-zrib EL = 730.39' - . ,T _ � PI = 17+00.00 - ��_ i --r VC = 120, - �rT - -- r- - - - i - - -�- ! _ i EL = 131.65 - - - - - - , � . _ , - ' - --- - - - -- - - _ - - - -- --- - _ __ __. __._ � --' i_�i-- - .. . ._- - - � --- _ VC = 220' i�_ �. � � � - �� ' --- - � �L- . . �--rr -� � --- - - - - � -- ' K 163 _ - -:i-_ K= 137 - V= 66 MPH -_- �4� � �rrT -- -- -i- V = GO MPH �r �-��r�m� - -r--�r�- --. j- -- r ��r �r�- . . _ ;' � � - � �T I--_ --- -- -_ -- - - - - - -- _ _ _--' - _ -� - _ __ ��,-r,�r� __ __ =�r _---' : f � _ _ ��_ __:_ - :- -.- - - _,. _. . -- , - _ -_ - - - _ - - _- � � - - --- - --- -- -_' � � . �u -- -� - � _- -- _: i _ _;� � _- - i - . . �)0: 3d5% ; . t : � � --- - T -- � - - � , - I(-)2-.045 - - r i �30 , ' ? - - - --- � -- ---- ------ ----- --- - --- - - - �1 -- - I t 1 _ L� J L _ L� `-t�. � � �� , � �, � � `. � � � ,� --�-r r � 0.306 _i �Ti . : . i i i . i � ,+%� � , �j ,� , i i i�� . . �Li i�_u i f�. u_+. i i i i I _ .�. � . i i. . . : : � � µ I Y_ � . �. �. _ � i �. � . : _ �-rr�- � BRIDGE HYDRAUUC DATA '- r '- ` � � � ` �� - _ t � i � ; , ; , - � " 120 r � � -' I.-___ ' _ � J_L_LL_11J-1J - J-111 1S. �' i 11�� . � . .36" RCp �V �. .. � l .1 L_ J1 .. LI 1_ _.. L 1. .. _ ll I. .. 1 f l_.1 . LI f l 1 _.... N I f. . I', � P .. i. -'__- I__-_ . _ I L L _ . I � l �_ j� 1 __ � 1 �_ � rt � . _ L� .� ; . � . y . . . _ . . . . �. . �. � �. . . . . �. . DESIGN DISCHARGE = 600 CFS µ _ , � � � 1 1_ I 1 1. I w I. r �_ __. -L- Sto.20+00.8 30' RCP- A DESIGN FREQUENCY - 25 YRS [- r� + , � r� L� � i� m F PIPE HYDRAUUC DAT DESIGN HW ELEVATION - 127A FT � � � . �� L _ _ L � �_ _ � � _ �. � � ��._ . i� < <_ .. ; , ¢ � 11 O _i BASE DISCHARGE - 900 CFS � �� i-� �- - Z J N ---. BASE FREQUENCY = l00 YRS � w� � pRAINAGE AREA = 68 AC -7 r � t[_ Z� 1. 7 r_� � r_� t. 7 r � t rg� t r! : BASE HW ELEVATION = 1279 FT �- �-�- � �{-� �- �= 1- � �. � DES�GN FREOUENCY = 25 YRS _i. �� _i.. L �__ L�..._L ��_-µ- ��._L �� OVERTOPPlN6 DISCHAR6E _ 1300(+) CFS ,,_ tL� _ � i, -�L �,_�1 �, 7 t � � �� , Ei: , DES16N DISCHARGE = 25 CFS � ::. �� +�,�� i� �-. _ r j 100 OVERTOPPING FREOUENCY= �500(+1 YRS :_' Y r � i';_ r_� �.--�7 r_� 1.. _r_� � 7 t � �. 7 - DESIGN HW ELEVATION = 1252 FT r t t. 7r il 7r�i-1 r'. , r-- OVERTOPPING ELEVATION =/30.50 FT .',- � r �_ ,, � r ��__ �1_r��_ ,, _ u-, 1_�. �- i�_ -, , r-� �__ �I'�,u'�- [_;_: ;_ l00 YEAR DISCHARGE = 40 CFS � ; � ` �� tLi _`-` � �� i �-1 � i < < �- � �L �-� � � L �-f �-�� -f �-tLi_� � 7tit-i� f �L�-i-E ��i� '-�E i� � � � l00 YEAR HW ELEVATION = 126.44 FT � � � ' � i-� - � � OVERTOPPING FREOUENCY= �5001+1 YRS �� 90 � - i 90 DATE OF SURVEY = 07-2/-l6 __ . _ � -- � � -- �, - �, - �, - � � - � � - � � �-�-r � r � ' OVERTOPPING DISCHARGE = 60�+1 CFS , - -- �__u, , � _L_<<..�iE k -- ,, 1�� Lu ,._ �1_u, �1_�. ,_ , Lu _, 1�� ,. �1�_, � �_�_,_� u� _� � � - 12353 FT ; � � �� -� �L� L,�L � L � � � L , . �_ � OVERTOPPING ELEVATION = 1305 FT WS.ELEVATION � � _ �< < �" �- i �. ._ . i i_ - ��i � i �� i� - �� + �� AT DATE OF SURVEY - µ , � �-Ei1 � � - �L � ' _ _ '; 8� -- . Ll __ . ." 1 L - ":� 1 :_ :.:� �f :_ ::� �=i = i = Zl � -, _ : � � r r� : 1 = -r 17 . I : i � '�: �: - - : � 8� PROJECT REFERENCE NO. SHEET NO. 17BP.3.R.53 4 fLW SHEEf NO. ROADwAY DESIGN HYDRAUlICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �"�O LEGEN� ' '�' ' DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER 2O` _-_ -�: _ - -- _:- - - _ - DRV1 � - - T- -- _- -�-- Bi:vlN 4�AG� � - -DRV1 S1A 10 13 98' -�- �- � _- �LEV. 130:1Z __ �--_ -- - � ---- -_ - �__ -_ - � ___ __ - �- � __ , _ T�-_ _- __ � __ �-__ _ - -_ - - � __ - � - -! - ' -- =4b42f! --- - - �_. --- � _ 1 -- � f - --- f_�.'. � «_. I i � _��--:' . � _ �� _ ,-r � �� rCL_ -L .1 . . . . :_ LL_ -�-L �. . l L L 1... ... "-- Jy l L l.ly .� i1Lu �� . . . . . 1 � J_LLLu -LLL. . � �.. . . . . . � - � , �_ ��_ __ i.i- END GRADE 1 i L_� _u : �� -DRVT- STA 11 t 49 �0 __ �L_ � : ELEV. = 130.75 - _ * ri ,- ' �. �iL , _ - � � i�u i i 1 i- .� � - - --- r- *rLC �r , � -_*' t-_. _i_ i t-! . _i. - �- . LLL J+LLLILI 1LL.0 _ �. _.J1. . i LLLi 1 �.: L.1L�_ �. � i1 . i__.11 . 1 - __ f_T.i �r r_. __ -. -_ - ' ,-, i _ _ . _ � ._ _._ . l LL _. .LLLI 1 l l LL11L1 L_:_I ll l.l 1_Lll1l L. 111. . � i�� :� �� _ �� :: ;.. ' .: Ct�- -. : �C1T : �Cl _LCiT tt iT t�-i- � . . 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10+00 11+00 12+00 150 140 130 �2� 110 100 90 8� 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) (ft) (ft) (ft) 1 -L- STA. 17+28 TO STA. 19+01 21" CORED SLAB BRIDGE <0.01 0.00 0.00 0.01 0 0 0 61* 0 0 TOTALS: <0.01 0.00 0.00 0.01 0 0 0 61 * 0 0 NOTES: Permanent Fill in Wetlands: 188 sq. ft. Mechanized Clearing in Wetlands: 427 sq. ft. 'Bank Stablization Projec! 7'racking Na.: i 6-o�-oa43 Nd NATI4NAL REGISTER UF HISTORIC PLACES o��, ELIGIBIJE UR LISTED ARCHAE�LOGICAL SITES � �� , ; a, q.8 c� � ` � �', � PRESENT FURM r�� n �� :�: �� F= �_o�°' . This fortn only pertains to ARCHAEDLOGICAL RES�URCES for this project, It is nat �; ��.:�' , •.•.. , r� �`�-�`;�� valid for Nistori� Architecture and Landscapes. You must �onsuit separately with the ��7..0 Historic Architecture and Landscapes Group. PRU,IECT INFORMATIUN Projecl No. WI�S No: F.A. Na: Bridge 148 f id �3 a[c�l .��cJ nla Federal Permit Required? Counly.• Sampson Dacument: MCC Fundirag.• � State ❑ Federal � Yes ❑ No Permit 7'ype: NWP14 Project Description: The replacement of Bridge No. 148 o�er Mil1 Swamp on SR 1434 (Huntley School Road) in 5ampson County, North Caroiina. The archaeologi�al Area of Potentiai Effects {APE) is centered on the hridge structu�'e and measures 6�6ft. in length (3U�ft, from each bridge end-point} and 150ft. in width {75ft. fram each side of the SR 1434 center-line). SUMMARY QF ARCHAEULUGICAL FINDII�GS The Nortlr Carolina Depar�ment oj Tra�tsporlrrtion {NCDDTj Arcltnevlogy Graup reviewed Nte subject project and determ��ed.• � There are no National Register listed or eligible ARCHAEOL�GICAL SITES present within the project's area of potential effects. (Atta�h any notes or documents as needed) � No subsurface archaeolagical in�estigativns were required for this project. ❑ Subsurface in�estigations did nat re�eal the presence �f any ar�haeolagical resources. ❑ Subsurface in�estigativns did not re�eal the presence af any archaeolagical resources considered eligible for the National Register. ❑ All identified archaealogical sites located within the APE ha�e been considered and all compliance for archaealogical resources with Secti�n ld6 of the National Historic Preser�ation Acf and GS 121-12(a} has been completed for this prvject. Brref rlescriptian of review artivitres, resulls nJreview, a�rr! conclusia�rs: Ta determine the cultural resaurce p�tential of the APE, numerou5 sources af information were cansidered. First, preliminary constructinn design, funding, and other data was examined for defining tF�e patential impacts to the APE grvund surfaces and far determining the level of effort necessary for campliance. In this case, the project is state-funded with federal permit interaction and subject to 5ection 1D6 of the National Historic Preservation Act. Next, a map review and site file search was canducted at the Dffice of State Arehaeology {OSA) on Thursday� �ctober 6, 201fi. Dne pre�inusly documented archaeologica! site �31SP235) has been recorded directly adjacent to the project's APE. Identified as Matthew'S Miil on the archaeological site farm, the site was recorded by the �SA in 1981. 31SP235 constitutes the abo�e-ground remains of a dam, mill, and mill pond. This cultural resaur�e remains unassessed for Natianal Register of Histnric Places �NRHP} eligibility. "NU NA'I'1DNAI. Rli[7LS7ISH liIJG1RI.li OR !.lST H.O ARC'HAI:pf.Ck:IC.lI, S1TI:SYRIiS1iN7"' farilr jor!!te Ame+�rled Adrrror 7'rair.cpnrlaliw� Projecas us Qirnfrfred iti fhe 24�7 Pmgmu�nra�rc Rgreernerrl. l of 2 Prajecl Tracking No.: 16-09-0043 Examination of NRHP, 5tate 5tudy Listed {5Ly, Lacalfy Oesignated {LDy, Determined Eligihle (�Ej, and 5urveyed 5ite (SSj properties employing resources available on the North Carolina 5tate Historic Preservation Dffice �NC5HP0) website illustrated that the Matthew's Mill location is also known as the Rob Crumpler Mill and situated in the southeastern project quadrant but beyond the limits af the APE. It is currently unknown if any other abave-graund or subsurface remnants af the mill may extend into the currently defined APE. Furthermore, historic maps af Sampsan County were appraised for former structure locatians, land use patterns, or other canfirmatian af histari� occupation in the project vicinity and archaealogical/hi5torical referenee materials were re�iewed as well. In addition, topvgraphic, �eningic, flaad boundary, lidar, and NRCS soil survey maps were referenced for the e�aluation of geomorphalagical, pedeological, hydrological, and other environmental-type elements that may ha�e resulted in past nccupation at Chis location. Finally, review af aerial and on-grnund images �NCDOT Spatial Data Viewer, Goagle, ARC-G15j afforded first-hand per5peetives of the overall study area which were useful for assessing localixed disturbances, bath natural and human induced� which cnmpromise the integrity of archaeofogical site5/deposits, Based on the presen�e of a previously recarded archaeolagical site �315P235j an in-field reeannaissance and survey of the site [acation is reeommended prior to con5truction/replacement activities. This survey work will seek to determine if any portion of 315P235 extends inta the APE and will e�aluate the resaurce for NRHP eligibility if contained within the project boundaries. A reconnaissance in�estigation of the project area was completed hy NCOQT archaeologists 5cott Hal�nrsen and Damon Jones on Friday, Oetober 28, 2016. No portian of 31SP235 is located within the pre5ently defined APE. The mill structure is located a caupie of hundred feet fram the eastern APE baundary. Also, there are no mill efements {mill race, dam, etc.} cantained in the APE. The mill dam, situated east of the APE, was breeched during Hurricane Mathew by the falling of a giant tree. The entire contents of the mill pond emptied over and through the dam flooding the entire APE. During aur �isit, some two weeks later, e�idence of the flood was still �isible in the APE. 7he northern and southwestern quadrants still contained ponded water, while the southeastern quadrant is a natural spill- way fnr the dam. Because of these condtions, and since the APE is already underlain hy frequently flooded and poorly drained soils (BHj, no shovel testing was necessary ta confirm the absence af significant archaeological re5nurces. Na further arehaeological wor[c or consultatian will be needed for the project as proposed. SUPPURT DUCUMENTATI�N See attached: � Map(s} � Pre�ious Sur�ey Info 5igned: f►C�iI� ITi��. ZiT:Irxl]�L�Ie��lli ❑ Phatos ❑Correspondence �l' rs'zr� � Date "N(] NA7'ICJN.4I. 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K �F��7. - r ' � y� .'!�' ,�i ., - .- .,C .�� +3-';��,, r w':K�iN; : o i : � ''NI � t ' . 1� =�r, r., k � .G ��;�- �� 1, �,� �,' -'�' � � .�� ., w., ; ,. �,�� ; � '� ,� � " � � . � ;F�, •, � ,- _ t� , � �, - �i�' � .' �r ;;iS t - � �l . ": :1F ,..., L - - �� i � ,Z: . � , � ,. ' �� _ sV� � !� �{ � , , � j'• as r; k .°� , „� ��rf f� '� Y., .- � .._ g ��'�y� 1 }� f ''�� y�, �,� 1�' i .. Y �. t x • � '�, � Rroject Study Area � �1' ,.' �,� t�+� ,�, `i}� � � �, � , �� Elevafiian �.;� �,+, ;� , :r f �; , , „ R �,��,t { = ..� - H ig h .,,r+.."z � r�i, f��,��''' , n+� -�'� ��,� � �„�i' � •', - �1 ` . I�I � "> r t�.'; �,N � �.ow �� .', � � �'� !'. o sao i aaa `„ q• �,y,, "� �� L J. i FBet � �1 -� "�' .. Z�� 1� �. `-�� Source:FVigh Resqlulian NC Statewide � � � � � °� ' ! „� 6rihoim�a9ery. CGIA. 2672: �}�,, . ��'�� , ' _ ` .I�:.� Projecl Bouneary approximaled 6y ESI. �'�{�� 5��,� �.�' ' �, ir: Oisclalmar. The infarmallon d'eplcEed on Ihis fgurc is !or �� ` ';� ': t-�, inFormauanalpmrposeso�rya�iwasnotpre��arer{for, Y�+„ +�. E�INap, N•' nY�.r�torU�ur.�i�aK�hi• Inf rrna��°��n .nd�.naly�sis, hJ�'G antl Is no1 switahle for logal or ongfn¢a�tl�g purposes. } . ,� . ��-� � � � � .,.��' I r`�q` wouiw p,�q�r. ;; k� . , � O 4T y��u}y� Pa1h: P:IGsoGra+Pes��elsV2018t653b�_OS4GISYfy_litlar_V2.mxd Dflte: 319f2698 9;s6�A5 AM Proj@ct: �ER16�5�.Q7 �ate: Mar 2016 DrwrrlChkd: KTIRT Fi�ure: 3 ��igure 4: 5alernburg t�pog�aphic map detailirrg tloe Ic�catian arud boundarues of the prvject area in 5�mps�n Gounty, I�o�th Carniin, FigGre 5: ARCGnS map detaifin� khe location and boundaries of the project area in Sampson Gouraty, Narth� Ga�olina. � SP052S JahrtC.lMiUiams � HOu'SE S6'0525 ES. iMill'pms Hause .,1�'.F . �e`� , ,�: .�^- ,� ,� 'I�_ :X.: : - �� '� ^� � .., #--� . = -> r :s°� c1F � i ,� .r `� � �' ' �c . i,:. -'-: . µ: - , ef'•'�= � - - _� �_�: titi -. .� � 4t e� �� J� r� o�,h �ry _ SPO�� Robert Crumpl�r _ �'aA M� SO�� yous� - 5�0532 �to5 �rump�er _ - _',,f�:_ •'" _ - twlilfl ��_ _ - -- ' �r ��1f<< i,�� : �r e �Y�f :; 'tl+tir`� � 'Ra ry+�,,�y � `��} � a ,r�- _-}_ _ �i'o51$ kouss . �c� �x. _ _ � j �� 1,� • i � .-��. �.�. � :if. - , - • t�� e} �� 1 r `ti� , _ �'r _ ' ' _ _ ' S.'. _ _ ' . . . _ -i� : vt;: . . . .., — � y �:,1,_ - v _ f ±%_r SP051�a ��ws"hlail�nd jr Cl iiOUS�' �/ � /�� ,-b v F J C v � � w _ _, ., �d�A�r Rd rn -- � +, � �" . . Y � ,:. -� r r 2J'�7! � ;- . � . � . � , �' �.. `. �. �// ti.t :- _� :� � � ` � �` F � �' }rz.. � � � . i�' � . . � . ��.�. _ ....-.;s - � . - _ _ .�i:t:. � '.': � � �: � C j k�d S6'� r`` G ti� �� '�3Q� jU:5fl0l1 $I.0�4f f3�tt�pi�oe (ariginsts�e; mave�} IJ$$ � Figure 6: I�CSI�PC? w�bs�te ru�ap 611u�trating the locatian af the praject �r�a which incle�d�s preWiaus�y su�veyed locatio�ns un Sampson County, Narth �Caroluma. Pvoject T�•acking No. (Inte�nal Use� 16-09-0043 HISTORIC ARCHITECTURE AND LANDSCAPES NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: County: Sat11pSOn WBS No.: 17BP.3. R.53 Document Ty e: Fed. Aid No: Funding: X State Federal Federal X Yes No Permit NWP 3 Permit s : Type(s): ProiectDescrintion: Replace Bridge No. 148 on SR 1434 (Huntley School Road) over Mill Swamp (off-site detour planned, assume no improvements). SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW ❑ There are no National Register-listed or Study Listed properties within the project's area of potential effects. ❑ There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project's area of potential effects. ❑ There are no properties within the project's area of potential effects. ❑ There are properties over fifty years old within the area of potential effects, but they do not meet the criteria for listing on the National Register. X There are no historic properties present or affected by this project. (Attach any notes or documents as needed.) Descri�tion ofreview activities, results, and conclusions: HPOWeb reviewed on 1 November 2016 and yielded two SS and no NR, SL, DE, or LD properties in the Area of Potential Effects (APE). The APE for historic architectural resources extends 300 feet from either end of the existing bridge (NW-SE) and 150 feet to either side of the SR 1434 (Huntley School Road) centerline (NE-SW) to encompass all anticipated construction activities and likely impacts. Sampson County current GIS mapping, aerial photography, and tax information reveal a mostly wooded APE with several residential and agricultural resources dating mainly from the 1920s to the 2000s. The circa-1922 Robert Crumpler House (SP0511) sits approximately 275 feet NE of the SR 1434 (Huntley School Road) centerline, beyond likely project impact; no other buildings or significant landscape elements appear on the property, which, however, may be related to mill resources located further to the SE (#1324 Huntley School Road, PIN: 06064162001). The APE intersects a parcel on which an unexceptional, circa-1940 house is located about 480 feet NW of the existing bridge (#1407 Huntley School Road, PIN: 06065220006). SE of the bridge, the APE intersects parcels (PINs: 06064220009 and 06�05582003) containing two unexceptional houses and various outbuildings dating to the first half of the twentieth century, a cemetery located about 350 feet NE of the SR 1434 (Huntley School Road) centerline, and the above-ground remains of a mill, dam, mill race or sluiceway, and mill pond, all but part of the race/sluiceway outside the APE approximately 290 feet and more E of the bridge. The mill resources are recorded in the state architectural survey as the Rob Crumpler Mill (SP0512); they appear in the state archaeological record as Matthew's Mill (31SP235). Constructed in 1954, Bridge No. 148 is not eligible for the National Register _ Hisloric Archi(eclure and I.nndscapes NO HISTORIC PROPERT/ES P26SENT OR AFFGC76D form for eL/inor Transporlalion Projecls as Ounlified rn fhe 2007 Programmalic Agreemext. Page 1 of 2 according to the NCDOT Historic Bridge Survey as it is not representative of any significant engineering or aesthetic type. There are no National Register-listed properties in the APE or along the proposed off-site detour route. Initial screening of the project suggested that additional investigation of the mill resources might be needed (survey required form, 7 November 2016), but additional design and permit information received from Division 3 indicates that a finding of "no historic properties affected" will satisfy both Section 106 and GS 121-12(a) compliance requirements. Should any aspect of the project design change, please notify NCDOT Historic Architecture as additional review may be necessary. SUPPORT DOCUMENTATION � X Map(s) ❑Previous Survey Info. Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic chitecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OR AFFECTED • �� NCDOT Architectural Historian Date Bridge No. 148 Replacement, Sampson County WBS No. 17BP.3.R.53 Tracking No. 16-09-0043 Historic Archi(eclure and l.andscapes NO HlSTORlC PROPER%7ES PRESEN%'OR AFFECTED form jo�• Minor Trunsporlarion Projecls as Ounlifie�f in the 2007 Progrmm�mtic Agreement. � Page 2 of 2 1 N O ;� Salemburg SAMPSON Project Area f ' �..t. . .i�.� . . 1_ - ,F e... 1\ ,,� � � k�` . FMA� \ . �.\ . , 1 � I � �, S $ 2 m, � 8 � : . ; da,IvvJ�� 'n . ..r ��'� � lO�Pk m ��C .9 � „� I ... . .....cWu.ru- Clinton � 'f Inl� � , �� g�- 7�';.fr $u IA o' '� \. ., � Bridge No. 148 Relocation WBS No. 17BP.3.R.53 Sampson County Base map: HPOWeb, nts NCDOT — Historic Architecture November 2016 Tracking No. 16-09-0043 Bridge No. 148 Replacement Sampson County Historic Architectural Resources Base map: current Sampson County GIS, nts NCDOT — Historic Architecture November 2016 Tracking No. 16-09-0043