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HomeMy WebLinkAbout20160788 Ver 1_Bridge 73 on SR 1324 (Ollie Harkey Rd) in Davie_20160805 Carpenter,Kristi From:Euliss, Amy Sent:Friday, August 05, 2016 2:26 PM To:Thomas, John T JR SAW (John.T.Thomas.JR@usace.army.mil) Cc:Wanucha, Dave; Carpenter,Kristi; Chambers, Marla J; andrew_henderson@fws.gov; Swicegood, Dale L; Evans, Rachel C; Bailey, Kevin (Kevin.Bailey@stvinc.com); Vance, Edward (Edward.Vance@stvinc.com) Subject:Bridge 73 on SR 1324 (Ollie Harkey Rd) in Davie Attachments:073-S016 Permit Drawings.pdf; NLEB-streamlined checklist Br no 73 on SR 1324 in Davie.pdf; 290073_14-11-0005_NoSurveyReq.pdf; Structure 290073 Davie No NRHP Archaeological Sites Present Form.pdf Follow Up Flag:Follow up Flag Status:Completed John, This is the bridge replacement project we discussed on the phone yesterday. We’re replacing Bridge No. 73 (SR 1324) on Ollie Harkey Road (SR 1324) in Davie County with a new bridge. We believe this project can be authorized under a NW 3. This is a courtesy copy for DWR. A copy of the permit drawings, stormwater management plan, cultural resource reviews, and NLEB streamlining form (with clearing acreage) are attached. Also, we committed to a tree clearing moratorium from May 15-August 15 as a conservation measure to avoid disturbing potential Northern long-eared bats in their summer roosting habitat under the ‘Interim 4d rule’. However, with the issuance of the ‘Final 4d rule’, NCDOT will no longer meet the moratorium. or the proposed action, NCDOT has committed to the conservation measures listed below: Thus, f 1)No alterations of a known hibernaculum’s entrance or interior environment if it impairs an essential behavioral pattern, including sheltering Northern long-eared bats (January 1 through December 31); 2)No tree removal within a 0.25 mile radius of a known hibernacula (January 1 through December 31); and 3)No cutting or destroying a known, occupied maternity roost tree, or any other trees within a 150-foot radius from the known, occupied maternity tree during the period from June 1 through and including July 31. NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(o) and effective February 16, 2016. Section 7 responsibilities are therefore considered fulfilled. Let me know if you have any questions or concerns. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 336 747 7802 office aeuliss@ncdot.gov 1 375 Silas Creek Parkway Winston Salem, NC 27127-7167 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 1 li�;tl�v 3�' North Carolina Department of Transportation � 6t0111]4Vr7�C T � � , ..,_.. Highway Stormwater Program �.'I STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 176P.9.R.61 - Br. 2E TIP No.: County ies : Davie Page 1 of 1 General Project Information WBS Element: 17BP.9.R.61 - Br. 290073 TIP Number: Pro'ect T pe: Brid e Replacement Date: 5/27/2015 NCDOT Contact: Contractor I Designer: STV/Ralph Whitehead Associates, Inc. Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715 Raleigh, NC 27610 Charlotte, NC 25202 Phone: (919 707 6751 Phone: 704) 372 1885 Email: Email: Edward.Vance stvinc.com City/Town: Mocksville County(ies): Davie River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro�ect Length lin. miles or feet : 0.07 mile Surroundin Land Use: Rural and agricultural land Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Two 10ft lanes with 3' paved shoulders Two 8' lanes Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 230 Year: 2014 Existin : 200 Year: 2009 General Project Narrative: This project, SF-290073, consists of constructing a new 55' single span bridge (1 @55'), 30' out-to-out width which will replace the existing 30'-6" single span bridge (1 @30'-6"). (Description of Minimization of Water The project is located near Mocksville, NC on SR-1324 which is classified as a local road. The surrounding area is rural residential and agricultural land. The drainage area for Quality Impacts) Dutchmans Creek at this crossing is approximately 6.2 square miles. The project drainage system consists of drop inlets and pipes that drain to roadside ditches. Riprap aprons are located at the end of each pipe outfall and where ditches tie into the stream banks. Waterbod Information Surface Water Body (1): Dutchmans Creek NCDWR Stream Index No.: 13-2-24 NCDWR Surface Water Classification for Water Body Primar Classification: Class B Water Suppl IV WS-IV Su lemental Classification: None Other Stream Classification: None Im airments: None Aquatic T8E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) � � � m � � � � T o=� NM ��. o�o NO \ O� I� N' � � � V • � � V � � O ,V BEGIN PROJECT 17BP.9.R.6I -L- STA. Il +40.00 (B2,cN AN ERS N ROqD� THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ����� �� ������ �������� �������� �� ��������� DA VIE CO U1�T Y LOCATION: BRIDGE #290073 OVER DUTCHMA11l CREEK 0111 SR 1324 (OLLIE HARKEY ROAD) TYPE OF WORK GRADIIIIG, PAVIIIIG, DRAINAGE, �' STRUCTURE SURFACE WATER IMPACTS PERMIT .� �� BEGIN BRIDGE —L— STA. 12+92.50 � SITE 1 - END BRIDGE —L— STA. 13+62.50 —L— SR 7324 (OLLIE HARKEY ' �J 4 sT— PRo�F� RFF.aF.N �oT 1� 5 1� ,��� � � ., � PRELIMINARY SUBMITTAL SUBMITTED: 7-29-2016 SUBMITTAL #S—O76 � � �oi� � Ap 8y N ` -� END PROJECT I7BP.9.R.61 -L- STA.IS+30.00 TO SR 1002 —� (LIBERTY CHURCH ROAD) IN��:�1�1L]E'Jf°]E �1L.�N� DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� SMITH-ROWE, LLC Permit Drawing ��� ��� s�� �������� ��� 900 West Trade St., Su;te /15 �, cna�roeee, Nc za2oz Sheet 1 of 6 "° °`�°_� "°`"°�` �-°��' GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH 1'LANS AREPARED Fox THE NCDOT BY: HYDRAULICS '� STV ENGINEERS, INC. ENGINEER 20 10 0 20 40 ADT 2014 = 230 900 West Trade Se., Ste 715, Char(otte, NC 28202 NC License Number F-0991 G��Wpz LENGTH OF ROADWAY PROJECT 17BP.9.R.61 = 0.062 MILES �� �� `� � V= 55 MPH zo�z szAxnnrrn snEcuzc.9zroxs ���a �`�o PLANS T= 6 0�0 � LENGTH OF STRUCTURE PROJECT 17BP.9.R.61 = 0.010 MILES r.E. � � — � -- � 20 10 0 20 40 TOTAL LENGTH OF PROJECT I7BP.9.R.61 = 0.072 MILES srcharua�: � '� RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY a g PROJECT ENGINEER �� � MAY 19, 2015 DESIGN PROFILE (HORIZONTAL) * TTST=3%, DUALS=3% ENGIIVEER �'�\p oQ��` FUNC. CLASSIFICATION: LETTING DATE: PATRICK A. LIVINGSTON, EI �� ppp��� 4 2 0 4 8 NCDOT CONTACT: VIRGINIA MABRY LOCAL RURAL MAY 19, 2015 PnoJecr nEsrcxEx $UB REGIONAL TIER Priority Projects Unit PROFILE (VERTICAL) PE SIGNATG'ItE: DETAIL A LATERAL 'V' DITCH ( Not to Scale) Nar��a� � � �' F��� Ground ?.� D �•:� 1'�Ft. Slope Min. D= 1.5 Ft. b = 2 Ft. FROM STA. 12 + 60 TO STA. 12 + 91 (LT) DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'miT. J Grade 1'S T GEOTEXTILE Type of Liner= 18 TONS,CL I Rip-Rap _ Geotextile= 35 sy o LATERAL 'V' DITCH NSTA. 12 + 60 TO 12 + 91 FROM STA. 13 + 40 TO STA. 14 + 48 (RT) FROM STA. 12 + 80 TO STA. 12 + 95 (LT) � (DETAI L A) � FROM STA. 13 + 35 TO STA. 13 + 50 (RT) �`�_ � �'� � � � a� ,` � �� LEONARD La HAYNES9 JRe ETAL& �,° ,� LINDA HAYNES SNOW �! DB 439 PG 874 � � DB 59 PG 124 `�i --- �� �----------------- - � ------------- i_ - _ ------�---------------- i- ------- --------- QOV � . ./ , � CLASS I RIP RAP � Y� -AT EMBANKMENT ��� (DETAIL B) '�, O °,`\\ o ��,, � � °� � � �� �� BANK STABILIZA�ION �� IMPACTS IN � �� S�t,1RFACE WATER `�\ �, o � - �_, � E % T � ' W � � � � � \ � , � � � _ i', � � ����� ; / ' �--�� C.�;, ---�-----------� ���l� i' ���� I � � `"\ � �J - �, - - � / �J Y I I � �_ � � , r � � / � � _ c / / r F — — — �GRAU 350 TL-3 TYPE—III �� i—�� � � � � � � T T T T TTTTTT r LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER :11� 796 � -- �-- F-------- F � � \ \ STREAM PERMIT IMPACT � �__ F� AREA (AC) LENGTH (FT) w I TEMPORARY 0.03 92 � SW IMPACTS \ FI SW IMPACTS < 0.01 1 b rn I I L DONNA Ra IVESTER DB 211 PG 687 ��� � BEGIN GRADE � F E � 25'R SHOP TYPE—III AT-1 CURVED _F�\ �_ 0 �DESIGN SPEED W lT HlN 20 MPH & T RAFFIC VOLUMES : �1500 V PD T HEREFORE NO DESIGN EXCEPT lON REQUIRED PER SUBREGIONAL T lER DESIGN GUIDELINES : � EXIST lNG BRIDGE � i i" i i i ' T 0 BE REMOV ED �i� li i i �I ���i i�ii II I I I I IIII I i i�i� i ii ii i iiii � ���� ���! ���� ���� : BEGIN BRIDGE � ���� � � �� ���� i i i I i i I i i L .., .� „• ,..o.... —L— J/ H IGT�CoJV � ��� �� � i��� ���� ���� ���i ���� � ELo 788073 _- �— � i �i i ii i i i ii ii ii i i�i i i i fi� Pl = l2 f25o00 � � _<< � 792 ��� �� �:� :�� : ��� �� EL = 786082' � � �� , , � � �' i'� � � � ' VC = 90' PROPOSED GRADE � ---__ _�� � _,_;�� �� ���� ��� K= 5� � — — — � � i DS = 35 MPH � — � --_ , _ _ -- : __ --- L —�— � � � � � EX� T—__ . ___ ____ - ° �—)2 7 33% _: --, � S � 788 '�� � ��� ���� � 5 _ �, - _ _ �� �� � ���� ���� �� ----- �r; �� � � � � ����- �-� --- � � �: � � 784 � _ E L � � `� 78� � � 3 � i � � � 776 � � � � � O L > '� 772 � � � � w � � � 768 � � �� o �� c�-� � � �� N= L �oo� �r� 11 O � LEONARD Le HAYNES, JRo ETAL& SMITH-ROWE, LLC LINDA HAYNES SNOW DB 439 PG 874 STV Engineers, Inc. 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ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER �I�T��I�'lIl[�l[e]E ]E ][�][e�I�T� �D� N�7C �T�IE 1F�ff8 % i� A�QPdJd�d�[°d�IV O � NSRS 20�� DOCUMENT NOT CONSIDERED FINAL NAp $3 UNLESS ALL SIGNATURES COMPLETED BRIDGE #290073 � ,�1_ �� / � _ EXISTING R/W -�� — — — — — — � � � � F � � �' F � � _� F —� - - - - - - - - - - - -F------------------------------�-----------�- ----- - -- --- --- -- ---- -- -- -- -- -- -- -- -- -- -- � \ � - --E--- � �CLASS I RIP RAP AT EMBANKMENT � (DETAIL B) GARY JAMES IVESTER & BANK STABILIZATION PHYLLIS CARTER IVESTER LATERAL 'V' DITCH & IMPACTS I N DB 185 PG 143 STA. 13 + 40 TO 14 + 48 SURFACE WATER (DETAIL A) � � � �_ 2e25,35% —(—�7T 5��0�` -- � � � ----- — --- --- -- ----- — � � -�- -�- - I I � � � � � � � � � � '� I I I I I i I r—� — T� i � � � � � � � � � ', LOVI i i EXIST lNG GROUND �, ' —L — � � � � � , � � , , , ELo i i f�� `�''�'-- �;i4�s�. � � � � � I � ; ' Pl =12+60000 LT ���.���� ���� �" El= 779000 ------------------ LEFT DITCH : ------------ RIGHT DITCH Pl =l2 f9/o00 LT I I El = 777,56 - --� � ��_ �-I- � � � � � � � � � � � �� CUT EXISTING VERTICAL � ABUTMENT AT TOP OF FOOTING (APPROX. 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BEGIN GRADE I E I � I I � � ----� � � D ETAI L B , , , I �� /�,�� � j /���� � GARY JAMES IVESTER & � 4 O O 4 O � �j� j: ���� � o,,,��� ��ANK STABILIZATION PHYLLIS CARTER IVESTER LATERAL 'V' DIT�H / ��,= & IMPACTS IN DB 185 PG 143 STA. 13 + 40 TO 14 + 48 / /j � � � %�� � �� SURFACE WATER DETAIL A � � � � GRAPHIC SCALE � ��_, � � / //� � � ,r�i/ ,� � � �DESIGN SPEED W lT HlN 20 MPH & T RAFFIC VOLUMES �1500 V PD T HEREFORE NO DESIGN EXCEPT lON REQUIRED PER SUBREGIONAL T lER DESIGN GUIDELINES � ; � ����������������������������� EXISTINGBRIDGE i� i i ii i ii - ' � ' � ' � � � ' _L - ST A ll +40000 � ' � � �'� �'� '� '� � ELo 788073 -- i' �i i i��ii ��ii iii i��i ���i � i�ii i i ii iiii i i i fii , ��� �� � � �� ��� �� � � � � � �� ���� , i'i i ii �— � ��� _' ''_' _'_� � � i ii i i i � i � � � I —�� i � � --_ _ -- --- � � '� � ' EX/ST �-J2 7533% . ___ ____ ii � ��� ���� � _ �� �� � ���� ���� ��: �� � � � � �� 11 BEGIN BRIDGE -L - ST A l2 +92050 Pl = l2 +25000 " " " " ", EL = 786082' VC = 90' PROPOSED GRADE K=5/ DS = 35 MPH � - - �-�2e25 5 T 0 BE REMOV ED l-�7T50�0�`------- — --- — _� I _�_ —�—�---��-----�— � � � r-- - T�� ; , � '� ' EXISTIN� GROUND �� � ,�� , , , � f�� _ _ �; J465 � I � i i i i �- �__ /, ; ' Pl =12+60000 LT `�'-- ��� ���� ���� �" El= 779000 ���—�� �—I—I � —��� W�I—! ------------------ LEFT DITCH : ------------ RIGHT DITCH Pl =l2 f9/o00 LT El = 777,56 - --� � ��_ �-I- � � � � � � � � � � � �� CUT EXISTING VERTICAL � ABUTMENT AT TOP OF FOOTING � (APPROX. ELEV. 777.9') ! RETAIN EXISTING MUD SILL (EACH SIDE) 175 C.Y. TOTAL EXCAVATION 12 �� 13 BM -1 -L - ST A l3 �6/e69 llOo44' LT ELEVe = 78/e50' Pl =13+40.00 RT El = 777°00 �r� —i -L - ST A l3 +69a7/ '3042' LT ri �ii - �Rti ��� 14 15 16 :11 796 792 �� 788 784 %8� 776 772 768 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) (tt) (ft) (ft) 1 -L- 13+07 to 13+42 70' Single Span Bridge 0.03 92 2 -L- 12+92 to 12+98 Upstream Bank Stabilization <0.01 8 3 -L- 13+32 to 13+34 Downstream Bank Stabilization <0.01 8 TOTALS: <0.01 0.03 16 92 NOTE: TN Revised 3/31/05 \irl'Ki ii� •� :. � : :�i �•� il �ii � ii Federal agencies should use tkus form for the optional streamlined consultation fiamework for the northem long-eazed bat (NLEB). Tlus framework allows federal agencies to rely upon the U.S. Fish and Wildlife Service's (USF'WS) January 5, 2016, intra-Service Prograimnatic Biological Opinion (BO) on the final 4(d) rule for the NLEB for section 7(a)(2) cornpliance by: (1) notifying the USFWS that an action agency will use the streamlined framework; (2) describing the project with sufficient detail to support the required deternilnation; and (3) enabling the USFWS to track effects and determine if reinitiation of consultation is required per 50 CFR 402.16. This form is not necessary if an agency detennines that a proposed acrion will have no effect to the NLEB or if the USFWS has concurred in writing with an agency's detemunation that a pmposed action may affect, but is not likely to adversely affect the NLEB (i.e., the standard informal consultation process). Actions that may cause prohibited incidental take require separate formal consultation. Providing this information does not address section 7(a)(2) compliance for any other listed species. Information to Determine 4(d) Rule Compliance: YES NO 1. Does the project occur wholly outside of the WNS Zonei? ❑ x 2. Have you contacted the appropriate agencyZ to detemune if your proj ect is near X � Imown hibernacula or matemity roost trees? 3. Could the pmject disturb hibernating NLEBs in a lmown hibernaculum? ❑ x 4. Could the project alter the enh�ance or interior environment of a laiown � X lubernaculum? 5. Does ttte project remove any trees within 0.25 miles of a laiown ]ubernaculum at � X any time of year? 6. Would the pmject cut or destroy lmown occupied maternity roost trees, or any other trees within a 150-foot radius from the maternity roost tree from June 1 ❑ x throu Jul 31. You aze eligible to use this form if you have answered yes to question #1 p�yes to question #2 g�,no to questions 3, 4, 5 and 6. The remainder of the form will be used by the USFW S to track our assuwptions in the BO. Agency and Applicant� (Name, Email, Phone No.): NCDOT Division 9, aeuliss@ncdot.gov, 336-747-7802 Proiect Name: Project Location (include coordinates if known): Replace Bridge no. 73 on SR 1324 over Dutchman's Creek in Davie County. Basic Project Description (provide narrative below or attach additional information): Replace existing 30'-6" single span bridge with a new 55' single span bridge. ' http://www.fws.gov/midwesUendangeredhnAmmals/nleb/pdf/WNSZone.pdf 2 See http://www.fws.gov/midwesUendangered/mammalslnleb/nhisites.html 3 If applicable - only needed for federal actions with applicants (e.g., for a permit, etc.) who are party to the consultation. General Pro.iect Information YES NO AQencv Determination: By signing this form, the action agency determines that this project may afFect the NLEB, but that any resulting incidental take of the NLEB is not prohibited by the final4(d) rule. If the USFWS does not respond within 30 days from submittal of this form, the action agency may presume that its determinarion is informed by the best available information and that its project responsibilities under 7(a)(2) with respect to the NLEB are fulfilled through the USFWS January 5, 2016, Programmatic BO. The action agency will update this determination annually for multi-yeaz activities. The action agency understands that the USFWS presumes that all activities are implemented as described herein. The action agency will promptly report any departures firom the described activities to the appropriate USFWS Field Office. The action agency will provide the appropriate USFWS Field Office with the results of any surveys conducted for the NLEB. Involved parties will promptly notify the appropriate USFWS Field Office upon finding a de�d, injured, or sick NLEB. Signature: Date Submitted: 8/1/16 ^ Any ac6vity that temporarily or permauently removes suitable forested habitat, including, but not limited to, tree removal from development, energy production and transmission, mining, agriculture, etc. (see page 48 of the BO). 5 If the project removes less than 10 trees and the acreage is unlrnown, report the acreage as less than 0.1 acre. 6 If the activity includes tree clearing in June and July, also include those acreage in April to October. Project No: WBS No.: Fed. Aid No: Pro�ect Trackirsg No. (L+te�nal Use� 14-11-0005 HISTORIC ARCHICTECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and I.andscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. f.Y�i�G1`IIIIy�? 17BP.9.R.62 Federal I IXl 1'es I I No INFORMATION Counry: Document Fun�ling: Permit Davie PCE or MCC State I I Federal NWP 3 or NWP 14 ProiectDescrivtion: Replace Bridge No. 73 over Dutchman Creek on SR 1324 (011ie Harkey Rd) in Randolph County. Bridge No. 73 will be replaced at existing Iocation. The Area of potential effects is 75 feet either side from the centerline of the roadway/bridge and 300 feet from either end of the project. . Project length is approximately 500 feet. There will be an off-site detour but no work is anticipated on the detour. Temporary and permanent easements are required. OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities. results, and conclusians: Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was conducted on 11/17/14. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE). Built in 1969, Bridge No. 73 has not yet been evaluated for the National Register of Historic Places (NRHP) according to the Historic Bridge Inventory due to insufficient age. Davie County GIS mapping and property records revealed no properties over the age of fifty years old within the project APE. This is further confirmed by aerial photography and satellite imagery. The APE lies in eastern Davie County and consists of mostly cleared farmland dotted with patches wooded terrain and residences and farms Thus, a survey is not required for this project. Whv the available inlormation provides a re/iable bnsis for reasonablv predictinp Uent there are no unidentired sipni�cnnt /iistoric architecturn! or landscaae resources in tl:e proiect area: HPO quad maps, HPOweb GIS mapping, Google Street View, Google maps and Davie County property records are considered valid tools for the purposes of determining the likelihood of historic resources being present. A survey is not required for this project. Hr.vloric Archilechve miJlandscnpes NO SUNVISY R/i0U12l:�D jorm for blinor Tranaporlalion Projecls ns Qi�a/ fed in tlie 2007 Programnrmic Agreement. Page 1 of 2 SUPPORT DOCUM�NTATION �Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING I3Y NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURV�Y REQUIRED NCD01' Arc�itectura] Historian Date Halor ic drehilrelurr m�d Lundscopc� NO S(lli 17i Y RliOO!/iliD Jonn Jor dfinor Transpnnuiim� Pr �ei �� ne Ouuli7ied in Oie 2011J l9'ogi�nnnmic A��eernenl. 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It is not '�� Y P P J �:.'''•••::.:,..•'` �..�,.�: ..� �•�.�� valid for Historic Architecture and Landscapes. You must consult separately with the �.�� Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No Structure 290073 17BP.9.R.62 County: Document.• Davie LIBR Data Sheet (PCE) or Minimum Criteria Sheet F.A. No: N/A Funding: � State ❑ Federal Federal Permit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14 Project Description: The NCDOT proposes to replace Bridge No. 73 on SR 1324 (011ie Harkey Road) over Dutchman Creek in Davie County. Bridge No. 73 was built in 1969, and is considered to be structurally deficient andfunctionally obsolete; therefore, it has been selected to be replaced under the State Funded Bridge Replacement Program-Design-Build Year 4 Express Design-Build. There may be minor ditch-line impacts, and an off-site detour is to be used during construction. The Area of Potential Effects (APE) will measure approximately 75 feet to either side of the centerline of the roadway/bridge and 300 feet from either end of the bridge. Based on these measurements and the size of the existing bridge, the APE measures approximately 88,955 square feet or about 2.04 acres, inclusive of the existing roadway and the existing structure to be replaced. SUMMARY OF ARCHAEOLOGICAL FINDINGS The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: � There are no National Register listed ARCHAEOLOGICAL SITES within the project's area of potential effects. ❑ No subsurface archaeological investigations are required for this project. � Subsurface investigations did not reveal the presence of any archaeological resources. ❑ Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. ❑ All identiiied archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. � There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present or affected by this project. (Attach any notes or documents as needec� "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED " form for Minar Transpartation Projects as Quadifted in the 2007 Programmatrc Agreement. 1 of 10 Project Tracking No.: 14-11-0005 'I 7xK���J����LI An archaeological survey and evaluation of the proposed replacement of Bridge No. 73 on SR 1324 (011ie Harkey Road) over Dutchman Creek in Davie County was conducted on February 7, 2015, by Terri Russ and Laura Griesmer of Environmental Services, Inc. (ESI). As a result of the investigations, no archaeological sites were located within the project's APE. No further archaeological investigations are needed far this project. I concur with this recommendation as the proposed bridge replacement project will not impact significant archaeological resources. If the project expands and impacts subsurface areas beyond the defined APE, further archaeological consultations will be necessary. SUPPORT DOCUMENTATION See attached: � Map(s) Other: Signed: � � i1,f. NCDOT ❑ Previous Survey Info � Photos Fe IST ❑Correspondence 23, 2015 "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED " form for Minar Transportation Projects as Qualifted in the 2007 Programmatic Agreement. 2of10 Project Tracking No.: 14-11-0005 Brief description of review activities, results of review, and conclusions: ESI conducted an intensive archaeological survey for the replacement of Bridge No. 73 over Dutchman Creek on SR 1324 (011ie Harkey Road) in northwest Davie County, North Carolina (Figures 1 and 2). As defined by the NCDOT, the survey area (Area of Potential Effects [APE]) for archaeology measures approximately 300 feet (91.44 m) from either end of Bridge No. 73. The corridor is approximately 150 feet (45.72 m) wide, extending 75 feet (22.86 m) on each side of SR 1324 from its present centerline. A map review and site file search conducted by NCDOT on 25 November 2014 revealed that no previously recorded archaeological sites have been identiiied within a one-half mile radius of the APE. A search of the North Carolina State Historic Preservation Office online database (HPOWEB GIS Service) revealed no previously recorded historic architectural resources within the APE that have the potential to yield intact archaeological deposits. Topographic maps, aerial photography, United States Department of Agriculture (USDA) soil survey maps, and historic maps were examined for information on natural or cultural factors that might have affected site locations or preservation. The c.1910 Rural Delivery Route Map, 1927 Soils Map and 1936 Davie County Road Survey all appear to show the current road alignment and crossing. No structures are depicted near the project APE. The APE consists of a mixture of pasture and wooded areas. Oriented roughly North-South, Bridge No. 73 and 011ie Harkey Road cross Dutchman Creek, which drains southeast into the Yadkin River. Map units (soil series) are named for the major soil or soils within the unit, but may have minor inclusions of other soils (NRCS 2013). The soil units mapped within the APE are listed in Table 1. The majority of the APE is comprised of Codorus loam, frequently flooded (CoA). This somewhat poorly drained soil is encountered on floodplains. The northern end of the APE is mapped as Clover silty clay loam (CnC2; 8— 15% slope). This moderately eroded, well-drained soil series is encountered on hillslopes, and typically consists of less than 20 centimeters of silty clay loam over silty clay. The southern boundary of the APE lies within an area mapped as Clover silt loam (CmD). Although mapped as being an area e�ibiting between 15 and 25 percent slope, field investigations indicated that the topography in this portion of the project area was gently sloping to nearly level. Table 1: Project Area Soils Soil Name Code Slope Drainage Landform Clover silt loam CmD 15-25% Well Hillslopes on Ridges Clover silty clay loam, moderately eroded CnC2 8-15% Well Hillslopes on Ridges Codorus loam, frequently flooded CoA 0-2% Somewhat Poorly Floodplains The current archaeological investigation included pedestrian (visual) inspection and shovel testing within the APE. Photos of the project area are shown as Figures 3-8. A systematic visual inspection of the APE was undertaken to search for surface artifacts, above-ground resources, or other signs of cultural activity. The northeastern and southeastern quadrants of the APE are located within a gently sloping pasture. Jim Iverson, the owner of the land along the eastern portion of the APE, indicated that the area had been terraced and ditched in the past for agricultural purposes, and that an unpaved access road to his field (within the southeastern portion of the APE) had been built up with surrounding soil and gravel. Iverson, who has owned and farmed the property for several decades, indicated that he had not noticed any artifacts while tilling the fields. The northwestern quadrant of the "NO NATIONAL REGISTER EZIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED " form for Minar Transportation Projects as Quadifted in the 2007 Programmatrc Agreement. 3of10 Project Tracking No.: 14-11-0005 APE consists of wooded areas and a fallow field. The southwestern quadrant of the APE is wooded, with a moderately dense understory of green briar and other vegetation. Surface visibility was generally poor due to ground cover and existing vegetation; however, a general visual inspection of the APE and immediate vicinity revealed no surface artifacts, structural remains, or other signs of historic ar prehistaric cultural activity. Ten shovel tests were excavated within the APE (see Figure 2 for shovel test locations). Shovel testing within the southeastern quadrant (Shovel Tests [STs] 155-157) revealed previous disturbance and erosion. ST 155, excavated at the southern end of the APE, contained 10 centimeters of light reddish brown and yellowish brown sandy loam and gravel over light reddish brown sandy clay. In contrast, ST 156, excavated 30 meters north of ST 155, revealed 45 centimeters of dark yellowish brown sandy loam over an olive yellow compact clay. ST 157 encountered compact reddish brown sandy loam and road gravel. STs 158 and 159, excavated in the northeastern quadrant of the APE, contained 10 centimeters of fill (brown sandy loam and gravel) over 20 centimeters of brown loam. Subsoil was a compact light reddish brown clay or silty clay. ST 161, excavated along the side slope in the northwestern quadrant, encountered 30 centimeters of light brown sandy loam over light yellowish brown silty clay. ST 162, excavated within the floodplain of Dutchman Creek, consisted of 25 centimeters of dark yellowish brown loamy sand over 35 centimeters of dark yellowish brown silty loam. A grayish brown sandy clay loam was encountered from 60 to 80 centimeters below ground surface; water was encountered at this point and the shovel test was terminated. STs 163-165 were excavated in the southwestern quadrant of the APE. This area exhibited dense undergrowth and pushpiles of soil along the existing road. Shovel testing encountered less than 25 centimeters of yellowish brown sandy loam over reddish brown clay. Shovel tests measured 30 centimeters in diameter and were excavated to sterile subsoil or the water table. All soils were excavated by natural levels (soil strata) and screened through a 0.25-inch hardware mesh. No artifacts were recovered from any of the shovel tests. Based on the results of the background research and field investigations, no archaeological resources are located within the APE for Bridge No. 73 in Davie County. It is recommended that this project be allowed to proceed without concern for impacts to significant cultural resources. Should the boundary of the proposed APE be expanded or moved, additional archaeological investigations may be necessary, as determined in consultation with the NCDOT and/or SHPO per the Programmatic Agreement. .����yl�u�� Terri Russ Senior Archaeology Manager Environmental Services, Inc. "NO NATIONAL REGISTER EZIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED " form for Minar Transportation Projects as Qualifted in the 2007 Programmatrc Agreement. 4of10 Project Tracking No.: 14-11-0005 REFERENCES CITED National Resources Conservation Service (NRCS) 2013 Davie County Soil Survey. Natural Resources Conservation Service, United States Department of Agriculture Web Soil Survey. Tabular Data (2014); Spatial Data (2013). http://websoilsurvev.nres.usda.gov/ accessed January 26, 2015. North Carolina State Highway Commission 1936 North Carolina County Road Survey of Davie County. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/2111/rec/7 accessed 29 January 2015. U.S. Post Office Department 1910 Rural Delivery Routes, c.1910. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/sin�leitem/collection/ncmaps/id/1792/rec/3 accessed 29 January 2015. U.S. Bureau of Soils: North Carolina Department of Agriculture 1927 Soil Map, North Carolina, Davie County Sheet. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/323/rec/4 accessed 29 January 2015. U.S. Geological Survey (USGS) 1966 Lone Hickory, N.C., 7.5-minute topographic map (1:24,000). "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED " form for Minor Transportation Projects as Qualifted in the 2007 Programmatic Agreement. Sof10 Project Tracking No.: 14-11-0005 � - �,��j�� ��— �-.v �� ' i ,�: � �, b� ' � � � � _ V" , ". �'�' ` r�7�. � �r _� �l �'� , '' ?� y � �" ', � � - "' � n •�r �-- - <� i' - ����� __ , � . ' .�', ; ,, _. ;. , � _ � - Y•-�-�+�'l� ` �' . 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I• �µ y ;. � �� � � � � .������ �� � �,� �Y ,,. _��" _`�. ; . .��� �., tl�' t i' ` � �# ,'�� � � ��4 f��� .�'�':,y Q Projeck 8oundary (APE} �._ �.. - ��..- � � �� � J � ,,� - o f000 2000 � i, l � 1 � , � ,,� � E ... � - - � ��� 1�'� � � r[�,r.� - '�^'� � � '�JI �a yi �h �eet ��'� L JJ.� �� - '�' � *"1� _ ' !_ �-- y I I Source�.2011 Na�ionalGeagrapMicSac'ety/ESRI. Fcubed > �' �f L ��� �� q, � �' �� r��k� � amless LISGS quatlrangles (Lone H ckory, NC)�, Project �, .'''j ��'�,75� ' '�+,��� \�'� � �- ���� � ..;�� BountlaryprouBedbyNCDOTFieltlworkhyE51. l � ) ��. - _ _ , ' � p fi-'. . �� �� s �� V 1 f � o �� . rn t < aep tea o� m s rt���,s ro� �� �� � I puryosv ly p �etl �or and �is no[ — � /^� , � _ �„ \ _ � !�� ♦ . �t�blelo I y I n�,ee gp Goys �•... f � ��' �—. 1 i.. "�: � x k f'r 6�' u�. C i? �� I( j f l �: .l Figure 1: Project Location (Lone Hickory, NC USGS 7.5-Minute Topographic Quadrangle). "NO NATLONAL REGISTER ELIGLBLE OR LISTED ARCfIAEOLOGICAL SITES PRESENT OR AFFECTED " form for Mir2or Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6of10 Project Track��rzg No.: ( 14-11-0005 � � - ,�;�,� . �~ � � :;�� � . �.� � . : , � �� � , ��~ t �: �� inr �• � �� � 1k� ` 1� � ' I . .t � , ., .. � � � �� � � � , i _T ��,�� , 1' - s•' � �� ` �, ��.��� ��• - _ - � sTa51 ; I �- � ��rs"�"`�"� �" � =���4` � �� � � ��Y�r': �'�� _✓ • ? '�,' � ' `�� � �'-3 � ���,�'' ", y - i��� R� ' i� � "`, ��+� � ,. � .' � �' �R . '�`�` . •'' � r �`�� � " �� : * '� : �`� �, _ ��,. G 8 .� � �� � . � ,q� "a ST159 ' ' . . . j' ���'� •'1 �'�``J � � �i tl .���4 �,�. t�,,� � '+��,..�,,�� .� ,� .. ;,,�= . � �sT�sz � ��� �� _ � "�,'� �j�' ��'' ' — �.��s,; J��. r . . � �- . r "V' :., r P .i jfI (�[ y� !,� � . 1 ( �i .. - � 'R ty ��I . \ - � _ f�_ � �.� ST�(�58. � ` �°E +}'��, - ��� , �� I � - - . .. ,a�. �,�` y� r I.; f� � � a, � � � "`+� 1��". ' � ��, ��+" � � f �� �;.:�, '�;9+�, �.: � . � � � � �� - �- � �T,� � ,}: ` _ . �'� , � . � ��� � � �I,r • .� , '~- �� - �� �• « ST157 � c�i �� `� „� , '�. fjjq:� f � ' �r . :' ' , . 4 ST164 `�� � ;�� . _� � � � �. � _ * � �y' � p ST156 � `` � i� . y',"T ,i E ��jjj `��I _ , � I' � ST165 �7 ��.' . � , . . ..y . . � � �� i1t e " ` � A ' ,, :I '� .. �-. , : ' ST155 " _� . , �� ' �a,��� . , ^ _ ��-ky�. �; � Project Boundary (APE} •._� ., ti. w S_' y,•;(�' ' �� Shovel Test. � �# •. � . . ti,.° r � /yy • Posi(lue Shovel Test (Subsuriace) I i. '� ' ^ � � ,,, P_,- � r� � � � a��_� � � Positi�ve 5hovel Tesf (9urtace) I �r : � �► �, � ,'r�� f o so ioo � � �� w �� ti � � �, , ,� •� . Feef �� ,�5'� �' _ Source�. High Resolution NG Statewide Orthalmagery, CGIA.2010: Pmject Boundary provided by NCDOT, i ��.� i.��,1 _ � F'eldwork 6y ESL �y �� p� I� r The n"orm2 on dep. t d �h fig e's br �' na1pufposesonlyandwes lp p edf anCisnol ' - ��� n.o su'uablehrlegaiore:}grnee.rngpurPoses. � ..:. �.. � ., � . , � � •_ �i1l�i��i� - 1lf�� _. " Figure 2: Map of Bridge No. 73 Showing APE and Shovel Test Locations. "NO NATLONAL REGISTER ELIGLBLE OR LISTED ARCfIAEOLOGICAL SITES PRESENT OR AFFECTED " form for Mir2or Transportation Projects as Qualified in the 2007 Programmatic Agreement. 7of10 Project Tracking No.: 14-11-0005 ��� � �1� '�, ,,`��� � t �� _ tiE 4 �� ,f'� .��F �' � � � . �,(. �l, � .�¢ U�-.� .��� I _ .. ^ �.. ��!F .,�. 'i�.�%�',. - _ ���1�� =��- .� � °� . �_ - � ��: ���• 4 ` � ` . . . _�-� �.��-�i.. ' ~ _ _ ._ .�,,..'��^ . . . .. yr � �. �,� j�. �. . ' y. r y�7.i � ,.,w „�, . . � "Y �� � v r.z,> -r. - . , ,�".w.x�,a,rv .. ,.r`' � �- �' k. �� �- . r' . . ,a ..�_� . . h*ro . . .:. y' . 'S� . '�,,., q ' . .'-�'r �� x �M i r �. -. �.R t+ �.� .-` _ � ""v:.'. � F}!: p . f� �+. �6 fi y : .: 29� ��, ,.�� � v� � � +t� �+� � , � w 7`5y�� y ..� �,xa '�',r� rs +, . '�'�"* �;s� �, �F *" ,� x �;w � ir � F �'+ ' � .. , y�t ,� r�r ,; .` � * :� i7�. �1 4it 4� � ` �?' � �'.�'s �, � � a � � � -i' S �, n � - a . �. « .. " �,� i ,.'�.'�' ;:'. n ,,,�� d� �+ .� �_'�.,srys �3.N�''.^a aK,�:. �'."/�n.`r'.°+��+� �,o�8'T�.9c. M � . � .�t 3 � �..�n„`e": � �rfr,, d'4 s . i� � Figure 3: View of Southeastern Quadrant of APE, facing North. Figure 4: View of Northeastern Quadrant of APE, facing North. "NO NATLONAL REGISTER ELIGLBLE OR LISTED ARCfIAEOLOGICAL SITES PRESENT OR AFFECTED " form for Mir2or Transportation Projects as Qualified in the 2007 Programmatic Agreement. 8of10 �� , �� ��� . y_ F �x r^ A _ _ s �- ,_ ,. �� � �-' .1 � Y ��� �v� � �;°�;� i; � .:�>::.- �. :�r- 1 �4 � qi v�/ Project Tracking No.: 14-11-0005 ; f� , ,� ��� f � , ��s�;ir� r � � � �; � � ��� , � � -�4, � I� y��� �� . Y� �^ . .• � , � ^;�� �' . ��i.'7t�� .. '�'� � � � � � . _� � �t� '� ,� �r�a , � � y � � � �; - � �� � �`�` - . r ' nt' .a ;.� t �,.�'1 ��r � a � 4y `�, �' " �' !�'�'.i g` `�a�\T'1, �+ ��°��;��'��,� �� � � . ` � fi< '''''z t � �4.. � .* ; �> k ' e" } .�,�� . si , ati y+{I x s � � � .� ,€ °fr�cJw'�" ��� J*— tr °� F_;. � �,dc"�s �tp,,� � - _ pS �s .r� ��;�� �� iy;�+r•.� �ydr �� . :'.' �b j.:�- 7/7�` ��4R y,c�E.� ��Mi!°i �� #,, � �� y r� ^_ a � �'�:Y � � w - � `� ; �� „}�i� � +y �.�1'1: l� 4�'v'4. v��e'+�r . 'x � �i� `,p- �I! ,�'.. •�lW , � �•.k- y � � ^ ti '� _ 4—. Figure 5: View of Northwestern Quadrant of APE, facing South. �,_ � � i , r �� ��,,�� , � � � ' ° �ra ;.r ¢�` ��,'�` ,� �� w�� ° `���� ' x �� `�`"s � � ��� 1 y4 � �< Si � �q, jz`i.,, �` ����' ° ' � �f 1�� � Yy ����'j �s n �lz'��`: -" 4� ,.es,� ! _ fa�i 1. i:',� � � r _. �; � e � Ai$� � t�� ���� �� � �u � . y�t R 7 i'.. � �f � 64�'J V �i a� ''� A`z ° k y�. ��. . ` ta�F4 I����� `�7�u��1�,�' s* � 'rv�e�tr�y�j�llpl��,�l�wl,� ,�i:�t.. ��� �� � i i '�. V � i � 'S ��� ` ; � � � �y '',.�'� e � �' ,� y� � � ' :�� y ` -- " ; '�t � � � ��� a���" 'p dA +. � y4rs;� � ..: �r� X'.'!F,"� � . '�s�������� `'� � ��a �.Y.�7 'S� r�ai� �:Jw ,¢=� E"�� i �+p f �� d -: � ��~�C�,. 7f rl t � t � � � I }� ttl � qY� � �i. . ' g ah � �a � ;✓� �F h .� ��s�,.. y.N'L�,j�( i �"o� 3 �r���� 4 i /1r1� ��+�' ;i"�� �+�i '��1�� � �6, . �1 �. � y , �i� �' '�If� � '1 §�b��'S r � � ��5� � e,� `�y�� ■���y, �1 e� G3� a� � �t � � ��3 ► � ��. t.rt�t�f a� �� d � � F a �� � R�h��� +, G� �. � ti�,� �� � e �� .'� � ,!, .: � � �p , -.��� ,�., � ���,w • -., R�� �'�� o�'� r� �9 -�:�e ,.4 e�� �. i'^'� � "yp � '��,11,�" �. � a �S r;^ "�; A 6��, � � 9 P '- ?4�i � ,f i���{{{ ���� � �€Y���` M �� � � � ���d��..:` � � � � '�r��i' . � a'��`k'X) f,b'�.,_ . lu���i�`ni �j��P�l/ F1#�( ��t � � , .yA 4a �:nR11�'i. � . ° �vA -� a � � 7 '� � F �t ����� �� f , u`' �` .�� a� bdl� �.- '� 1�9 M � 4:.4 r* � I e �f `� I � e� i�� �"��i �i� x,- � i+li �� ��`""�4 °' ' �� "�# � , ' t � � q�` } � R i �1 � ° w r �� " i i � i �� � �°�� i l� '��d ��� d ! a',��i � � t r ; 'S h�4'�s � � i E Vy � ,� p.'S �� ' � ?� � ��Y � 1 ��y � � � � �. � J� �%S'�M}�'�� '� � f d � 3, �c r S� a �v � � ��l � � yy y �� i '�fr„ `i �i�" �4F � �i ��'��V� ''��.�E? 'y�'�fr: � �,q� } �ril� � j�� f. y h k ., � � ,� 6 �• T" �i 1 }��Y _ � t r Q �M1��.�'rt � �GS � 1'F SI� j.y, n �1�I�� {�ti°� �3 .�t Tq d � �&''' � a , �7! r� � �C4 ('�. �,"1 �r4"i�P"� y � '� k � ..E'; J ' ~fi.�' �' y �'E r'»� �' � � . F : ���� , �, �� ' r �: ,I,��s q�1 ;���r s r"°A rpe.°� � a:��".� � Lh� F i >�, ',� +?� _ � � }"t '�w ' �[ ' . r � •� .:� I ° i i „� 7 � . te � � �'�y : ., ��,� '.s� � - f� J'� �a iry ° • � �I s �.� K± � � .k / e# `+ �ssr°.� Ar ,� �1P �3i. ��t� `'� " ' +��,� �` ���ir , rv �r ,,r '� N+�cry „ a r�.�:':� i,Y.� :�^F���`?i'�o�' �r.r w �., Figure 6: View of Southwestern�Quadrant of APE, facing North. "NO NATLONAL REGISTER ELIGLBLE OR LISTED ARCfIAEOLOGICAL SITES PRESENT OR AFFECTED " form for Mir2or Transportation Projects as Qualified in the 2007 Programmatic Agreement. 9of10 ��� � y ��.� �.� ��: � � ,i I 4 , �° �,i; � � � �. . ��:.,� � � / � _,, -�7'" � / � /� .. � ` , �.: � ., ''t' =. � �_� I � ' "fi��"u - k `r - . �. .: # e� ��� '�, ;�. '� * [' �., - d ,r4 �- � � �� r'� �'b ..i ��� �3.� iA. � _ y � i � I��r � �. �;•�° Wkx s' ;;�, , . i�V :, Project Track��rzg No.: 14-11-0005 � .r t ���;r, � Y ��e'�r� .� _ ` �,!'d`�;'� i� � . ��� � � , ,F� ��r : � `- r� p,f ' � I�. �/ � % e'r',��:' r9 .��I,' v �6.�9c./. °'"• _.��.4'.��.i��',f �;.Y���. �, . �^�i LtiGt-. z .. iy� �4� �`r� .�i J'" , � :71t�� a. . ,' ` � �. ;. �:.: i+ ,?� h.: �� � �r ��'�1� � K � . �� � .h , } . ' '� �-t � � � � � ��� + t "4 �,�`� `�`4� �r b"'�t1,�.ln � , J� '� '' " � y` �. � �y � '�" y ,�.,;� � �" r E �.f,.y'� '�'�" � ��.�lt 4 �� , e �-: ..,,. � .,. � �.'� �t .y�iAl:���, a ..�`�1 �"."i�_�*'�-93�1 �i�� �`� �` i��*`� �°.�.., � Figure 7: View of Bridge No. 73, facing South. Figure 8: View of Dutchman Creek, facing Southeast. "NO NATLONAL REGISTER ELIGLBLE OR LISTED ARCfIAEOLOGICAL SITES PRESENT OR AFFECTED " form for Mir2or Transportation Projects as Qualified in the 2007 Programmatic Agreement. l0 of 10