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Home My WebLink About20171454 Ver 1_LIB_permit_package_signed_20170215_ '�, St�TE ., • �• ""n'"'w,YO :�� = Qa•. t,� a : ,� : :u � �' . '�i .�e� w.�.m ,�. ., "r,a.,...n+ 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 far 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 HUC 03030006. Bridge No. 148 is currently 35 feet long with 253 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 Fc�.r: (910) 675-0143 Customer Service: 1-877-368-4968 Website: wwwncdot.gov Locarion: 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 Pernut: 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 Pernut: 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�`-- /�� DN: cn=Mason Herndon, o=NCDOT, ou=Division 3, email=tmherndon@ncdot.gov, c=US Date: 2017.02.15 17:72:23 -05'00' Mason Herndon NCDOT Division 3 Environmental Program Supervisor ec: Joanne Steenhuis, Division of Water Quality Enclosures Low/Minimal Impact Bridge Project Data 5heet rl� wo WBS Element No. Description �asin Ciassiflcaticn Stream SIN Typ�e 5ize (width � de�sth) Type Exi5ting StraCte�re 81ze Suff. Rating Proposed Structure Typg 3lZB (tengthxwidtF� out-0ufl 5tream I�SACE Impacts (LF) NCDWQ Impacts (LF� USACE Impacts (AC} Wettands Nan 404 Impacts [AC} CAMA Imaacts {SF! Ctormwater Permit Required (YIN) Hafaitat T8E Specias Fressnt Sio Gonclusion Moratorium ryp� Datss NativelHatche Trout Wakers Trout Species Pi Trout Condition: WRG Reviewer CAMA AECs Essenttal Fish Habftat {vinl Wild and Scenic Federal lands NA Area FEMA Buyau� FENfA Flood : USTs Haz N!a Reloca Location �T LONG Project Comments Gompleted by: Q.�. � �.� � 1��1�� Lead Engin�ee/r, Dat�,�9�eallysignedbyMasonHerndon /�/ /� / DN: rn=Mason Herndon, o=NCDOT, ou=Division 3, 1�,�4�"-- �!Gb.��email=tmherndon@ncdocgov,r—US Date: 207 7.02.15 17:12:56 -05'00' Division Environmen#al Officer, Date 1!6l207 7 Replace Bridge 148 on SR 1434 (Huntley Schaol Rd) over Mill Swamp Cape Fear C; Sw 18-68-1-17-6 Perennial $X5 Reinforced concrete deck 1� 3 7' - 9"and 1� 17' - 7" 28.36 Cored Slab � 4q'-0", 1{a145'-0", 27" wifh a 33' total wicfth $1 0 o.a� Q Yes {Arnerican Alliga#or) None No effect No IVo Na NO No -78.60897 /.wo' � I�II�;hWc1y North Carolina Department of Transportation 51vYtYlWilff'1" �� ,,,,,.,�,,, Highway Stormwater Program \=� STORMWATER MANAGEMENT PLAN �`"'�� (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: 176P.3.R.53 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.3.R.53 Project Type: Bridge Replacement Date: 12/22/2016 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Designer: HNTB North Carolina, P.C. / James A. Byrd, 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 County? 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 176P.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 N w � 6 � m BEGIN TIP ECT 17BP.3.R.53 �/�/ETLAN D& STREAM IMPACTS HNTB NORTH CAROLINA, P.C. PROIECT REFERENCE NO. SHEET NO. +9�.�� C�NTB aaa e. six Forks aoad, suite 2oo 77Bp.3.R.53 4 Raleigh, North Carolina 27609 NC LiCense No: C-1554 RNJ SHEETNO. W2 f-LOATING ROADWAY DESIGN HYDRAULICS MECHANIZED CLEARING IN WETLANDS = O.OI Ac /427 SF TURBIUI7Y RIP-RAP AT EMBANKMENT \� ENGINEER ENGINEER FILL IN WETLANDS = <0.01 Ac /188 SF CURTAW � see �eina l BcG/N i END SAFEiv FENCE IMPACTS IN SURfACE WATER = 0 LF -�_ $TA l9f�1.�5 = -L- STa.20+58 rLT1 ` -n�✓l- $rA 1�+�.� , 5..... Wl BEGIN / END SAFETY FENCE exc,avaiiurv �irr.� -L- STA15+82 lLTI � � . , � y :.. 1 1 -I � � i �. ; � x . � � � � � � ... .. � � �_ ... �. � �� _ � � � ` ' � �_ � � �, : � �- � � � , � . � � - _ _ -. _ i. _--_ �. i__ - I -- — EW _ _- - - ....___ . _ .. _ _. i ,. / . -_� .. .. � 7Mn- .. � � ------ — — - p l�,c.r%=' >• , Q � PUE F\ni rsr—F�� . \ / `- BEGIN / END ?FETY FENCE� t�—E ` �� -L- TAI5+84 lRTI WA7"iLE BARRIER � ��J � 7 ,15' �� .._ ._ /15/ NC�"P � W3 M�u �� 15" RCP-IV DB i343 PC 9R MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF � /f5/ FILL IN WETLANDS = 0.0 Ac /0 SF � O - � IMPACTS IN SURFACE WATER = 0 LF � /�'/� � �S/ F � SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT � a NOT TO SCALE . ��'\ / BEGIN r1PPROACH SLA6 � s -L- POT STA 18+16-�"- � \ BEGIN BRIDGE � - � � -- �i�28;i- �-� ..-� 't. ' liFpiH�RCPER�� SON,FAwa7S� E�''� I _ _'! J \ DB I710 9G 654 "'�� \ -L- DETAIL 1 \ RIP RAP AT EMBANKMENT ^ � �o� {o s�a�ei > �J 5 ml�. / � BencF � -� i / END BR�DGE � � P1eVar�o� ,.o-m��. . . zo� -L��POT STA 19+13+/- / � S , '� �S ��, GEOTEXiILE � ` 5t Bad � END APP OR ACH SLAB � „i:: �d rvve ot w,e.- so roNs, c� �u� u��p-xap -L- POT STA 19+25�/- °eO�e"��e= 90s FROM -L- STA. 18 i 92 TO STA. 19 i Ol MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF FILL IN WETLANDS = 0.0 Ac/0 SF -i �� IMPACTS IN SURFACE WATER = 32 LF ,s —�`'S / END TIP PRO ECT 17BP.3.R.53 � j5 -L- POT STA 20 + 50. 00 � - j�EL-.'�-._ ... ,- -'------` - � _ _ . .. .� _�_,. . r� U i . I � � -- - `\ F __— _ . � 1-�.� , - -. -- _— .. � . .,.„ - BEGIN / END SAFETY FfNCE DRAIN POND PRIORraz�+�3 �RT) TO CONSTRUCTION �.c,rn� EaRI.O rr,Ew,s, .�� ,. . .-. o�rh ii�.-_.._. W4 MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF FILL IN WETLANDS = 0.0 Ac /0 SF IMPACTS IN SURFACE WATER = 29 LF —ORVI— POC STA 11+40.00 0�� ■��I 0��YY�WYYYYYYW�� ■��I 0��n�� I �� V��V��I • • : • mo��o�om��om m��omo� o�o��m��mo�omo�omo�o� o �s u000u00000000� i o0000 �moou�0000000000�uo� .� o��o�� I��-/� ��'�e e: m�� o ......................... .. .......... i, e................................ ........................... .......... � ............................... ........................... •� �� .......... ............................... ........................... i�' ...... ............................... � . . . ............................ •� .. ............................... .............................. . ............................... ............................... .. .� �� ............................... � mo��o��mm � m�oo��o��o � o��o��un �� uo�� v �� ■ � �i�i�i�� 0000�0000000000� o �� o00000000000000� ��o��n . ■ �� • �'i�� 0000��0000000000� o ��0000� 000u0000u0000uoo 000�uu0000u000�o� ��m o00 �nm�oou000000000000� oa��a�m�ao��u000u000000000�unuo � 0000uao��oa00000�u mi �000�u�0000000000�uo .� oam��m�.r��-+�om�m�m000u0000u0000u000�oumo ��oou0000��o�oo�� imiuoii��i o�u��i o�u��i o�uu� �� ..=�,�o��......o......o......o......o.... �o......o....a .. ao��e�� ..:.................................., .� �...........� . �a................................. 130 � 120 110 100 6 � � 90 � � � �'� 80 � ��.��o..��....��r ................................,, .......... 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DRV1 150 _ 150 , .:�� .:., .� '�� - _— DRVI- ST�� 13.98 -I ' ' I � �i� i i __ �� i�� _:- i -- 140 -- �__ �_ ', — - � �� - -____ �_ ' ' ' ' --� � � - --- �____ �� ' , ,� � �� - ? - i __ - 130 — � a�� -- - '- T' ' - �� - � t , - \ ✓ :t f - _ � : :�: �- - �'r� 12 - - : � I . ..... ... . .. �. � � � jjO END GRADE i � DRVI SiA 11 fdII,Y)t7' ELE�/. = 130.7,5 �= � 100 : :-- - 90 �' $� _._. ..__ ____ __II_._ _____. ._._.__ �: _. _ 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 10+00 11+00 12+00 140 130 �2� ��0 100 90 80 6 � � � � , J � \r � � � � �� I � ' ''� �-_ i_i_I . �r� I 1 1 1 �-�'� T �T7 —r-'Y-�� BEGIN TIP PRO ECT 17BP.3.R.53 �/�/ETLAND & STREAM IMPACTS C�NTB HNTB NORTH CAROLINA, P.C. PROIECTREFERENCENO. SHEETNO. aaa e. six Forks aoad, s�ite 2oo 77gp.3.R.53 4 —L— P�C STA 15+9�.0� Raleigh, North Carolina 27609 NC LiCense No: C-1554 RNJ SHEETNO. W2 f-LOATING ROADWAY DESIGN HYDRAULICS MECHANIZED CLEARING IN WETLANDS = O.OI Ac /427 SF TURBIUI7Y RIP-RAP AT EMBANKMENT �� ENGINEER ENGINEER FILL IN WETLANDS = <0.01 Ac /188 SF CURTAIN SEE DEfAIL 1 BcG�N i F_NO S�FEiv FENCE � IMPACTS IN SURfACE WATER = 0 LF -L- STA 19+�I.�J� _ -�- STa.20t58 �UI �_ -nuv/- STA IO+OOAO j5 wi BEGIN / END SAFE7Y FENCE (. -�- srars+sz 2ns t � � r�� , y :� . 1 1 �� , . �' r . � i � '� � Y i. , ` � 1 t� \ � �� i—�- �: � � � � ' � _ _ , 4;, � �_ �_ � � y � � — EW�,��_ .�� I / ��._ . -I- ---._5 �� . m ,�� a - „��' \ . , � 1 � . . � '� � � —�� F �� ' '� --------- �� PUE — — — �. \ C ,� \ / `� BEGIN / END�S?FETY FENCE �—E �� \ — C- �\ I5+84 lRTI �WA7"TLE BARRIER . J � /... � � 7 � 15 F� . �.�5 ,�Fa, � W3 . �;�::` � �/ M�� ' �� 15" RCP-IV .�.U6 +'a3 PG 9�7 MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF ��. \ � f5'�� FILL IN WETLANDS = 0.0 Ac /0 SF � \ O �� j IMPACTS IN SURFACE WATER = 0 LF � � - � - / 'S F ^ � � SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT � �:�� a� NOT TO SCALE BEGIN r1PPROACH SLA6 � �- \s� -L- POT STA 18+16-�"- � � O BEGIN BRIDGE � . �F. _ � � -- �i� 8;i g � ;i � __� . .. - � ' LAfTic EpF: h9�TTl-iEWS JS=:. �'V � FiFqi�H�R PET[RSO�V AflAF�HE4M1`� L � �. \ DB i7i0 9G 659 Z � O---�'� --"� N w � -L- DETAIL 1 � , RIP RAP AT EMBANKMENT � � � � o�{o s�a�e, > � � ; � 5 � Be�cF � J CND BK�GE ! �eVa�o� ,� � sn, -L-'POT STA 19+13+/ � � S � � '� �S � ��, GEOTEXiILE � ` 5t Bad � END APP OR ACH SLAB � „i:: �d rvve ot w,e.- so roNs, c� �u� u��p-xap -L- POT STA 19+25�/- °eO�e"��e= 90s FROM -L- STA. 18 i 92 TO STA. 19 i Ol ..... ........ . .. . ...... ..... .... .... .._....... ... . . . . ..... . . = BM#1 - SPIKE IN 24" PINE _ L- STA 22 + 66.31 32.86' LT � �� - ' �� MECHANIZED CLEARING IN WETLANDS = 0.0 Ac/0 SF --� FILL IN WETLANDS = 0.0 Ac/0 SF -/ ��-� IMPACTS IN SURFACE WATER = 32 LF -- -- -' ��/ END TIP PRO ECT I7BP.3.R.53 � - = 'S -L- POT STA 20 + 50.00 -- E7--:..._ - . .... .._ . � _.. . ��- ,� � •-•---�-�� ' F __ __--_ , —_. `_ , ,-„ . _ � _ _ . ... BEGIN / END SAFETY FfNCE /'� -L- STA.2l+13 fRT) ,/ DRAIN POND PRIOR TO CONSTRUCTION / _ O �// DOCUMENT NOT CONSIDERED FINAL UNLESS AL� SIGNATURES COMPLETED \ LEGEN� I4i rl" �A,R! TR lp�ih'S .R. ''�' ' DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND W4 � DENOTES IMPACTS IN MECHANIZED CLEARING IN WETLANDS = 0.0 Ac /0 SF SURFACE WATER FILL IN WETLANDS = 0.0 Ac /0 SF IMPACTS IN SURFACE WATER = 29 LF 'ONSTRUCTION - POC STA II+40.00 tid� r. ........................................� ........................................� ........................................� .........................................� - � . � o�oo�muo�mo�omo�omo�o� � �u��u� �� u�� .� o��o�� I " ��e e! m�� o��o��o�� . � o��o ��o��o��o�� u��u�� ........................... •� �� .......... ............................... ........................... ...... ............................... � . . . ............................ •� .. ............................... .............................. . ............................... ............................... .. .� �� ............................... mo��o��mm � � � � ��oo��o��o o��o��n �� • . ��o�� v �� ■ � �� iiiioo �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �i 000�uu0000u000�o� � ��m oa��a�m�a��u��u��rnu�� ua��oa�� . � ..............��-�.....................................................�...... o.................�... ��..=�,�o��......o......o......o......o.... �o......o....a � ao��amur��u��n, . � �r[��! _ �_ + � � �: DRV1 150 � , .:��r �.:.;�;a_ '�� ' _ �v1-Sy'C� 13.98-�'� i 'I i �� i :� �i i � V= 66 MPH - �:-- �� : 140 � oo��m�uo��m�o�n :-��uo��u'�- -��u��o� - �o��o�� ouoo�m000u0000m000�oorr-�e�■�moou000na ou m000��0000u0000uoo oom��oo�mm000u000m�r �c�r■��mmm� ou0000u0000uoo oum�aam�aooaaum�a��■aa= ��a■ u�� oom�m�m�m��om�m�m��i�~ii�.—�� ■ �� vv��u�u�aa��o��o�� ' � ��uiiiiii� � e . 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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 No.: lb-�9-Oa43 N� 1VATI�NAL REGiSTER (]F HISTORIC PLACES oq�� ELIGIBLE UR LISTED ARCHAEQLOGICAL SITES �� ,�p- �:� � PRESENT FURM t�;� �' � �� k �: . �, : . ''�:,Q,f?°�' This form only pertains to ARCHAEOLOG[CAL RESDURCES for this project. It is not �;�.�,...:..,..�, _`�_-�`;�� valid for Historic Architecture and Landscapes. You musi consuit separately with the �`��'0� Historic Architeeture and Landscapes Group. PRUJECT IIVFURMATION Project No. WB5 Nv: F.A. No: Bridge 148 17BP,3.R.S3 nla Federal Permit Required? Gounty: Sampsan Dacument: MCC Fundrng: � State ❑ Federal � Yes ❑ No Permit T'ype: NWP14 Project Descriptian: The replacement of Sridge Nn. 148 o�er Mil1 Swamp on SR 1434 (Huntley Schoal Road) in Sampson Coun#y, Nor�h Caroiina. The archaeological Area of Potential Effects (APE) is centered on the bridge structure and measures 6�Oft. in length (3UQft. from each bridge end-point} and 15flft, in width {75ft, from each side ofthe SR 1�34 center-line). SUMIYIARY �F ARCHAEULOGICAL FINDINGS Tlie 1VvrtJr Carolinrr Deparlment of T�ansportation (IVCDDT} Arcltaealogy Graup reviewed lite subject ,prnjec� and determineal.• � There are no National Register listed or eligible ARCHAEUL(JGICAL SITES present within the projeet's area of potential effects. (Attach any nates or documents as needed) � N'o subsurface archaeotagical in�estigations were required for this project. ❑ Subsurface in�estigations tiid not reveal the presence of any archaeological resources, ❑ Subsurface invesiigations did not re�eal the presence of any archaeolagieal resaurces considered eligible for the National l�egister, ❑ All identified archaeological sites Iflcated within the APE ha�e been considered and all compliance for archaealogical resources with Section 1�6 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. Brief rlescriptedn o}'review activitres, rest�lls af review, rrnr! conclusions: Ta determine the cultural resaurce potential of the APE, numerous sources of infarmatian were considered. First, preliminary constructinn design, funding, and other data was examined for defining the potential impacts to the APE grvund surFaces and for determining the level of effort necessary for compliance, In this ca5e, the project is state-funded with federal permit interactian and sub}ect to Section 1C16 of the Nativnal Historic Preservation Act. Next, a map review and site file search was conducted at the �ffi�e of State Archaealogy �OSAj on Thursday, �ct4ber 6, 2{11fi. C1ne pre�iously documented archaeological site �31SP235j has been recorded direc#!y adjacent to the praject's APE. Identiffed as Matthew's Mill on the archaenlogical site farm, the site was recorded by the pSA in 1981. 315P235 constitutes the abo�e-ground remains of a dam, mill, and mill pond. This cultural resouree remains unassessed for Natinnal Register of Histnric Places �NRHP� eligibili#y. ..,NC1 NAT ID1VA1. REGIST'Ii1Z liLIGIHl.Ii [?ft 1,1571�.IJ ARC'HRFQI.C?Ci1CAl, S177iSYRliS1iN7.,. farrpr jorll+e Ameirded Mrrror 7rair.rpnrralion Projec�s a.s fJuefrfred in fhe 2I711T Prngramnrn�rc Rgreernrrrt. t oF2 Prajecl Tracking No.: 16-0�9-0043 Examination af NRHP, 5tate 5tudy Listed {SLy, Lacally Designated {LDj, Determined Eligihle �DEj, and Surveyed 5ite (SSj properties employing resources available on the North Carolina State Historic Preservation Of�ce �NCSHPOj website illustrated that the Matthew's Mill location is also known as the Rob Crumpler Mill and situated in the sautheastern project quadrant bui beyond the limits of the APE. It is currently unknown if any other above-graund ar subsurface remnan#s af the mill may extend inta the currentiy defined APE. Furthermore, historic maps af Sampsnn County were appraised for former structure locatians, land use patterns, or other confirmatian of historic occupation in the project viciniry and archaeologicalJhistarical reference materials were re�iewed as welL In addition, tapvgraphic, �eningic, flaod bnundary, lidar� and NRGS soil survey maps were referenced for the e►►aluation of geomorphalagical. pedeological, hydrolagical, and other environmental-type elements that may ha�e resulted in past occupation at this location. Finally, review of aerial and an-grnund images {NCD�T 5patial �ata Viewer, GQogle, ARC-G15j afforded first-hand perspeetives af the overall study area which were useful for assessing locafized disturbances, ba#h natural and human induced, which compromise the integrity of archaeofogical sites/deposits, Based on the presen�e of a previously recnrded archaeol�gical site (315P235} an in-field reeonnaissance and survey of the site location is recommended prinr ta construction�replacement activities. This survey work will seek ta determine if any portion of 31SP235 extends int� th� APE and will e�aluate the resaurce for NRHP eligibiiity if cantained within the project baundaries. A recannaissance inuestigation of the project area was completed hy NCOQT archaeologists Seatt Hal�orsen and Damon lanes on Friday, Qetober 28, 2016. No partian of 31SP235 is located within the pre5ently defined APE. The mill stru�ture is located a caupfe of hundred feet from the eastern APE boundary. Also, there are no mill elements {mill race, dam, etc.} contained in the ARE. The milf dam, situated east af the APE, was breeched during Hurricane Mathew by the falling af a giant tree. The entire contents of the mill pond emptied over and through the dam flooc#ing the entire APE. During aur �isit, some two weeks later, e�idence of the fEaad was still �isible in the APE. 7he northern and southwestern quadrants still contained panded water, whike the southeastern quadrant is a natural spill- way for the dam. Because of these cnndtions, and since the APE Rs already underlain by frequently flooded and poorly drained soils {BHj, na shovel testing was necessary to confirm the absence af significant archaeological resnurces. No further arehaealogical wnr[c or consultatian will be needed for the prc�ject as prQposed. 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Cll I��J,�f � LI QAR * ' Sa�m�psor� 148 °�te: �na��o'e � S�mps�n C�7unty, Nprth Carolina d�+nfGhkd: KT1RT �d a� ��,�+*` Figure; 3 Pa6h: P�1GenGra+P�ajacts420t5YA53100_061GIStfig_lidar_V2.mxA Date: 3182G76 9:46:65 AM �igure 4: 5alemburg topographic map detailing thc location and baundaries of the prvject area in 5ampsvn Cqu�n#y, I�arth Car�pirn Figure 5: ARCGIS map detailing the location and borandari�s ❑f the prpjectarea in Sampson County, Narfh Carolina. if��.J�� +�i c �� C i� `�s y -_ w '-�. � �� s�a u� n �, v�7 `'� x` �,�� . � . .,:: � �� .� � , ,, ,� � f� � ��.�, h � n _ � ' - �. ; = ``�� n;5 a e� ; � �'J .�! `� �Y..� P _ � . ' � i� , .,4 ��, y44� ��-' : s I ' . f ��,, r. 7 �.e .� - i �1 � ' t i°`t.je_ { . I15. . � ',f �} . � I � � ... �, �f' i � �� r ,f 44` �V. ,Z;3 fa�� 1��(�n.jl�v.n c``� �4� i „<<.:��dll�'1�,� �t:��, � or � u �' � o D2 � cv �t7 O Q. � mi 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 Bridge No. 148 Relocation Sampson County WBS No. 17BP.3.R.53 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