Loading...
HomeMy WebLinkAbout20161210 Ver 1_790353 404 and 401 permit application_201612087'ransportation December 7, 2016 Mr. John Thomas US Army Corps of Engineers 3331 Heritage Trade Dr. Suite 105 Wake Forest, NC 27615 PAT MeCRC�R.Y Governar N[CHrJLAS J. T�NNYS+DN Secretary SUBJECT: Nationwide Permit #14 Bridge No. 353 on Turkey Rd (SR 1349) over UT Coldwater Creek, Class WS-IV CA, Rowan County, NC, WBS Project No.: 17BP.9.R.62 Dear Mr. Thomas, We are requesting a Nationwide 14 permit for replacement of Bridge No. 353 with a double barrel box culvert on Turkey Rd (SR 1349) over UT Coldwater Creek (Class WS- IV CA) in Rowan County. I have attached a pre-construction notification application, a vicinity, soils, and topographical map with the project area called out, a Stormwater Management Plan, a'No Survey Required form for Historic Architecture', and a'No Archaeological sites are present or Affected' form for Archeology, and a Mitigation Acceptance Letter from NC Division of Mitigation Services (NCDMS). Also attached are the Permit Drawings and the Culvert Survey Report. The project will permanently impact 114 linear feet (40'-culvert, 74'- bank stabilization) and temporarily impact 14 linear feet (5 foot base channel for dewatering) of UT Coldwater Creek. Low stream flow will be isolated into one barrel, with 1' sills, and the culvert will be buried 1' below the stream bed to ensure aquatic passage. The high flow barrel will have 2' sills and floodplain benches constructed at the inlet and outlet of the culvert. The low flow barrel will be backfilled with material that is excavated from the stream or floodplain and may be supplemented with rip rap if needed. The high flow barrel will be backfilled with rip rap or native bed material of appropriate size to the sill elevation. The site for the installation of the culvert will be dewatered during construction in accordance with NCDOT's Best Management Practices. A temporary overhead power line located over the eastern (inlet) side of the creek will be installed during construction. No stream impacts are proposed as a result of the overhead power line installation. The USFWS lists Schweinitz's sunflower (Helianthus schweinitzii) as endangered and Northern Long-Eared bat (NLEB-Myotis septentrionalis) as threatened for Rowan County. The bald eagle is also listed under the Bald and Golden Eagle Protection Act. Due to habitat in the project area for Schweinitz's sunflower a survey was conducted on October 28, 2014. No individuals were located. Therefore, it was determined that there will be `no effect' on Schweinitz's Sunflower. A bald eagle survey was conducted on �``�''Nothfrag Corr�pares�.� State of North Carolina � Department of Transpoitation I Division 9— CONSTRUCTION 375 Silas Creek Pai9<way I Winston-Salem, NC 27127 (336)747-7800 T I (336)703-6693 F :::; Transportation PAT McCRORY Ga�mor N]CHOLAS J. TENNYSON Seaetary January 21, 2015. No nests or evidence of nests were found. We determined that the project'May Affect but is Not Likely to Adversely AffecY the NLEB. Anticipated tree clearing impacts for this project are estimated to be 0.2 acres. A NLEB Screening checklist is attached. Thus, for the proposed action, NCDOT has committed to the conservation measures listed below: 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(0) and effective February 16, 2016. Section 7 responsibilities are therefore considered fulfilled. By copy of this letter, we also request 401 review and approval from the NC Division of Water Resources with one copy of the application package provided to Amy Chapman, Transportation Permitting Unit Supervisor, and Dave Wanucha, DOT Project Coordinator. Please charge the application fee of $270 to WBS Project No. 7BP.9.R.62. By copy of this letter, we also request Marla Chambers, NC Wildlife Resources Commission, to comment directly to the Corps concerning the permit request. If you have any questions, comments or need additional information after reviewing this material please contact Amy Euliss at (336) 747-7800. Thank you for your cooperation in this matter. Sincerely, /� �"�.r— Amy Euliss Division Environmental Officer, NCDOT Division 9 Attachments: Application package and plans CC: Amy Chapman, NCDEQ-DWR, Transportation Permitting Unit Supervisor- e- copy Dave Wanucha, NCDEQ-DWR, Environmental Specialist- e-copy �Nothing Compares"-.� Stateo(NoriLCarolina � DepartmemofTransportanon I Division9-CONSTRUMION 3]SSilasCreekParkway� Winsmn-Selem,NC29129 (336)'J49-9800 T I (336) 903-6693 F 7'ransportation PAT MeCRC�R.Y Governar N[CHrJLAS J. T�NNYS+DN Secretary Dale Swicegood, P.E. Davidson Resident Engineer —e-copy Phil Suggs, Division 9 Roadside Environmental Engineer- e-copy Marla Chambers, WRC- e-copy Andrew Henderson, USFWS Asheville Field Office, e-copy Beth Harmon, NCDEQ-DMS, e-copy Christy Huff, NCDOT Priority Projects Unit, e-copy �``�''Nothfrag Corr�pares�.� State of North Carolina � Department of Transpoitation I Division 9— CONSTRUCTION 375 Silas Creek Pai9<way I Winston-Salem, NC 27127 (336)747-7800 T I (336)703-6693 F v�aoF W Ar�RQv � r _� a -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Bridge to culvert replacement of Bridge No. 353 on Turkey Road. 2b. County: Rowan County 2c. Nearest municipality / town: Kannapolis 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state 17BP.9.R.62 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT Division 9 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if pat Ivey, P.E. Division Engineer applicable): 3d. Street address: 375 Silas Creek Parkway 3e. City, state, zip: Winston - Salem, NC 27127 3f. Telephone no.: 336-747-7800 3g. Fax no.: 336-703-6693 3h. Email address: pivey@ncdot.gov Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent � Other, specify: DEO 4b. Name: Amy Euliss 4c. Business name NCDOT Division 9 (if applicable): 4d. Street address: 375 Silas Creek Parkway 4e. City, state, zip: Winston- Salem, NC 27127 4f. Telephone no.: 336-747-7802 4g. Fax no.: 336-703-6693 4h. Email address: aeuliss@ncdot.gov 5. AgenUConsultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 35.5053 Longitude: - 80.5600 1 c. Property size: 0.51 acres, 240 linear feet (within project area) 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT Coldwater Creek 2b. Water Quality Classification of nearest receiving water: WS-IV; CA 2c. River basin: Yadkin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The existing site is a bridge. The surrounding land is a mixture of agricultural, rural residential, and forested areas. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: Replacing a structurally deficient single span bridge with 2@ 13'X8" RCBC's on a 90 degree skew. 3e. Describe the overall project in detail, including the type of equipment to be used: Traffic will be detoured off-site and erosion and sedimentation control measures will be installed. Water will be diverted around the construction area and the old bridge will be removed. The proposed structure will be replaced on its existing alignment and a new culvert structure 2@ 13'X8' RCBC's will be cast in place. The channel will then be excavated and realigned for low flow shaping, and a floodplain bench with stabilization will be established on the right bank. Water will be pumped around the work area during construction by installed impervious dikes upstream and downstream of the existing bridge. Pumped water between dikes will be directed into a special stilling basin. Equipment to be used includes a track hoe, dump truck, paving equipment, pumps, and various hand tools. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the � Yes � No ❑ Unknown Corps or State been requested or obtained for this property / project (including all prior phases) in the past? 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number Type of impact Type of wetland Forested Corps (404, 10) or Area of impact Permanent (P) or (if known) DWQ (401, other) (acres) Tem ora T - Choose One Choose one Yes/No - 0 2g. Total wetland impacts 0 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average stream Impact number (PER) or width length Permanent (P) or intermitte (feet) (linear Temporary (T) nt (INT)? feet) S1 P Culvert UT Coldwater PER Corps 10 40 Creek S2 P Stabilization UT Coldwater PER Corps 10 74 Creek S2 T Dewatering UT Coldwater PER Corps 10 14 Creek 3h. Total stream and tributary impacts 12$ 3i. Comments: Of the 128 LF of stream impacts, 40 LF are associated with permanent impacts to the stream for the purpose of installing the culvert, 74 LF are associated with permanent impacts for bank stabilization and 14 LF are associated with temporary impacts for the 5' base channel for de-watering. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem ora T 01 Choose one Choose One Choose 0 4f. Total open water impacts 4g. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 Choose One P2 Choose One 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a.Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer mitigation required? Zone 1 impact Zone 2 impact Permanent (P) or for Stream name (square feet) (square feet) Tem ora T im act 6h. Total buffer impacts 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed project will remove and replace a structurally deficient bridge and replace it with a double box culvert. Roadway approach work is minimized as much as is practical to reduce the overall project footprint. An off-site detour will be employed to avoid the need for a temporary parallel structure. The culvert slope is 0.40%, so native bed material shall be placed between the sills in the culvert to provide a continuous low flow channel. Further justification is provided in the stormwater management plan. Bank stabilization will be minimized to those areas where deemed necessary. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the work area to prevent sedimentation of downstream aquatic resources. Impacts will be minimized by strict enforcement of Best Management Practices for the protection of surface waters, restrictions against the staging of equipment in or adjacent to waters of the US and coordination (including a pre-construction meeting) with the Division Environmental Supervisor. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: N/A Type: Choose one 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one 3c. Comments: N/A 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. � Yes 4b. Stream mitigation requested: 40 linear feet 4c. If using stream mitigation, stream temperature: warm 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: N/A 5. Complete if Using a Permittee Responsible Mitigation Plan Page 6 of 10 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? 10 % 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Stormwater Management Plan is attached. 2e. Who will be responsible for the review of the Stormwater Management Plan? DWR TPU 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes � No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. This project is a bridge to culvert project and will not increase access to nearby properties. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. It is not anticipated that this project will generate any wastewater as it is a roadway project. Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. Will this project occur in or near an area with federally protected species or habitat? � Yes ❑ No 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes impacts? ❑ No 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? �1S Pish and Wildlife and NC Natural Heritage Progrem Data. A nest survey for bald eagie was conducted on January 21, �015. A Schweinitz's sunflower survey was conducted on October 28, 2014. No eagle nests or SchweinTtr's sunflowers were located. - 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitaY? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? This bridge replacement project takes place in Rowan Counry which is not near any coastal or tidal habitat that would support EFH (i.e. salt marshes, oyster reefs, etc.). 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal govemments have designated as having historic or cultural preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources7 See attached Historic Architecture and Landscapes "No Survey Required Form" and Archeological Resources "No National Register of Historic Places Eligible or Listed Archeological Sites Present or Affected Form" 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: The project will not require an MOA. For more information please refer to the Culvert Survey Report. Sc. What source(s) did you use to make the floodplain determination? FEMA FIRM Panel 5634 Amy Euliss \ 12J07/2016 � P� pli enYs�3igRature ApplicanUAgenPs Printed Name (A gnfs s{gnature is valid only if an authorization Date letter from the applicant is provided.) Page 10 of 10 �^�■�i� w '���1 ���"�'�M :�'�ir��rjr� s � .-�"��� ��! ��l���►j►�� 1 .�..��i 7�x,�i��*i �rr'%� ���� I Project Vicinity s:�Ii�rau ry� �� , cn�n3 crn�, � � ��,�:i; ; k( yrnr,zFs� F�OY'R7�illl�`� . 3iu�ntervu�ille � � Concrxcl ,;,�' _ - ,;, � I-_-�' � � N '4VanKel C�r ENGINEERI�V� & C Q 1V 5 T R 4J C T 1 C} hi Figure 1 - Project Vicinity REPLACE BRIDGE NO. 790353 OVER UT COLDWATER CREEK ON SR 1349 (TURKEY RD) ROWAN COUNTY AUGUST 09, 2016 �a a�� � r 0 250 500 1,000 Feet Soil Legend a � ' � • a , a� . . � � � 2 ir J n v ;,ir,, � . � A . d.. , ��'i �yC T� � � . �r�n ; in� �:nay �o��n 8 l0 15 percent slop ; ' ' r "�' � - � � � 7 _. - Cnon Fine Sandy Loan, 8 to 15 percent sloN ti ' 1".�. '� :„� �i.rn-Wedowee Com lex, 8 to 15 ercent sl - �, `� r�� • .���. ' j�.' Y� t��}� � P p N�.,. � �J� � �,�I � � `�J � ' •� � . � .e; e s a ndy l o a m, 8 t o 1 5 p e r ce n t s l op e s `_ s��. -' T� 1� , r� �� �_� � • 1 Yi � .+c [' Ff'� � � . ,� . � .*'�% � a �ir �. ;�. �: `. `, ��� � , � ' ���/,, ' � : � , J �� h� �' � � •. r . �.r ��'+'l �T ��� • � � ;� �_ •+ �1 �`�l{,r � u 1 �yt,,M1� <1�.� � � � � ,� � - 9� � � . � �" r, , `. � � ��'+ ,.- r � � ,, , , ,, ����� }�� � � �� ti FF .� , � � � " '�ti� ,,, , � v - j� ��y �• , �i� .^�� �y �M !.� �,�.� ryt y� ; � � , � � . :. .�� yr _ � � � � 1� � , . : �:.. � # +�a� � �7 � M, � � r r� _�� �•� � � rt��� � Jpy���_ , ,�,�J • +tl 1' ` ' 'r �Y '��! 'i w�'� . i� F ��t 1 �y q •�i: d� _ � �{ . � �M� � � � � � ��� , ' s•, 7 ` R.��t ��,� '�� � ocs' � � �� �� � I, �I ��; �.r ����,,� �!�� 1 ��� � ^4i �{,��;f,' \ .��� + a '�� �� !''�ti�. � ' � � „ �"s A I� w, � • it ,y-�' y 'r���. � �:' �y� . _ � .-� � �j�-�'� r' '7+ . � '�4 ��.r ' u«IK. �." � �.. "�r. . �,� . _ . . ,. . �. �� + . M' ' � 1 �� � �1 ; � n, N.� . i N� . . , � � �N, ' ,�'� 1 i � '� , f ���.� ,n..�(''� i � � �, ,I . _�/�i•�` e+�, '�' • + N �; � ��lry �' W7� a' '��k � �j I+'1,� � . �(ip • ,Af,.�.N,.' "�!„ . - , �+ �� . �,ry,L � l S ' il i �'P,,.A�� � � �. f r�i�� ��' !.',�,�'ti� •�- .� �if� f�. -1��'Y V I: AY�- �:. � '� � � :.�i .. - .'� � �l,� �, �� ���� .I �Jv . ��'• � � �. '�j� - ;� r �y �{ � - � . r - y ,� "��� ��{ �� �,� �t � L � � ��� �f� Y � � �;'i � �i � x) � ��I��� . ����� - +^� " � t.� :. `1 � 1'�� �� �4�� tl�'� +�`���'. .. � . � �� d :'s.e 1 � ti� �����a� i� � ,d��., �,,T' .�� �, �� w' - , '� . � � . �, � ° �'' �w �'py�,���-f� 4 . � �� ���1 �. .� � ' �� ♦ � "! �n�i , ���4��IV.��liza.�-- '�y � ���.�I � '��� �.-"1pp �+�. � . ' � r .iti: � �I r rt,�* ����• .F. � �e3r R- ��. �.+- �`�'� W,' �xs i �• � � r r �? � e ' � ,�, + �� ��.Y:y �'� i � �+'. � k � ��� �,,�, � '�_ '��,��;,� �� �ti;: �i� � +.i: �' e'i � ��. w �y�� �^�� �,� �. + .��+�.�' , .� ��rs-�+��''+���� •��. � II' y ':,��fi 'r, �..�+ - ��",r'+. �y..� � �_�.fi��4r:d �?�rl�, ` '� °�i�d �� ,�`e1, '�b' *, � y r i i 1� , . ��,. ` J ' M t ^' .. . ` _ . ��1.',1 ' y� 1 �i-,� r ti i ' . �� 1� � � � �' S[�'�4 , . y � a ,��Yr , �' i . • �, j � ' � i:';' � � � '� _ � !� ' � � r- � ' �. i 3 �, 4 . � ,� ,�1�,, �1.�, �.� �R � � ' ��i � r � � 'f� � T � a I 1 � ��' � � '� e �� v}�� � ( �1'�' .�� � r� � �. �,�o��:, "� ' n � �J + � �� y � }� � ♦ j ;� .� �I . .'i' � Vp `� � -- �r�9�- a ., � � . � I 'M1 � � � �,,� �� � � � . , � � ! ,� � � � � � I �� k. q: � r r � � ° .i �� - 3 1 �. �,4�,tX � . F '� ' „ .'��. �' �� r � � �C�t�� � �� f ' � ,; � .j _ � ,�� � � . �.�_ ' ��.� �� �� � � ��� _ . �� _.� ,�� �:�'� ' � � � �,�„�� ' � ,.� � � I` �-,.� , rt. � � <-Y ,� � �...� �� � � � ��� .; � �� � �, �� * �' f� �� _ � � � ��„ � ,�., � � Map Location Soil Map Figure 2 REPLACE BRIDGE NO. 790353 +�����RTr �� OVER UT COLDWATER CREEK � �,� � ���� ROWAN ON SR 1349 (TURKEY RD) N ,/�;� +' �r_ � ROWAN COUNTY �r�r� � }� � � -:.�„ AUGUST 09, 2016 4�`,� ��ti CABARRUS ��� "'�� ������CJF TR!*�'�'q�� 1 inch = 200 feet � _ , d, I� � , i � "�' II ?i , � � � � - - � . , � :y � v - +,� w; � ,,, R o, '�_ • � ��— / . . # � �. �� 6 � ,�` , i _ - . !� __ �i � s. � f� _ �' � -_ \'�. �'�-^y . �. Id � � y�.. f�.J� �` ` � �� i �`..i ',� � 1 ''9 d'"' �� �'* � . ri e��`''�./��� . V;, �:•� � i S �,�� � . �, . - •�'bk ` .. ` u � ��� � �ti °�� `�"° - ✓ � � �, _ `�n,,, +� „ i M ' ° - �yd 1� ";x� ` , = F �! � ��� _ . ' /` , '��, � ' NI � � '�+� s � ' �`- -��` � � � � � s .. i�+ . � ` � �� � � "�, � .. . �,6 �" �'�� � � � �' �° _ �' - - �' , .• � � + � _ F'� � � ' i�� �,; , . .�^� ' � � -� � � � � ' � � � � ��' � � � �-� � � -�` _ _ � . i� _ �..��� ,� �� `'�.. ,� ��'� � . ��!�f{, ��-.�,.�� . ��.. � � � ��; � ; , � - - ( ..� � E �' '� � � � �� .',i/ . J � Yf �n �4� � _. _. ii �1 u� , � 1 ��� . � �r^a —� � � ;, ` �� � � � . 'j � ' .''� � '� --�r.�;�, _, ,;� � `T, � . � �� � r � � = w r � o , _� "�'� � � � � � � � "� F��I,.� _ _ �, °�ni i - a, �� ��e • ^e �y � . . , � µ? � � �� � �� � �. . . .,� .�,r � . . 5, °-. � ,� � �y '�" �� ��N�,p�� �•,��.., ' j,4 �m ���, ! ., � , � � ,�. r � '� r. O � � � �� � I , � � y '' - . � ,� ' ' X } '�in "� , e r�, � I �, f � �r 4 d�ia � :-�., - .� '� a. ... � .. � r.� _ z - _ . ''`-,�� � � -� ' +� � , � - �. _ � ��' .j. "� ��• �.�. - - -'�� . ' �'-w.,�__ �. rs - _ � , � ^� �. - � � , � , .. , - � — — ,. - _ .., +r �.- .�.� _ � �- � .. . _ .�. - . .-� '� �° . r ���. _ _ .�.� — �'' �'�i� � � � � ��� � � � �� _� r � �� � � �� � . �� `� �A f � �. , �� r � e ' .. �. � � „ �� � r ir I ' � '�?�� , �r ' �`""'" ," � • ^��ry,,� � � �� � � g � . � �f�l _ �,�`y,� s �r � ■ � . .. _ w � . , � � •� � °p ,.'. � � , -. ,i� � M �� — _ 'F �� � . _� +., .�k —•�I . . - , , ,�. � ' . � Y ' .� � " ` -�` �y _ _ - � .. �. � -,•'�. - V � . � k µ •� y� • � , � ���.• �i _'�- , �-� ,�. ; . . , -� ��k�' ,/ � "x � , � . , T .'c�" � �� If _ ��� _ ' ,J/ k � � '� °4 ,� � '� � _ �� � � �h � �� ! . Y .- _ _ =�,�f�� •�r► . _Y � � � . � �+ , �,* _,• � _ , � ' . � � �� � � �f i - =,", -- �° _ + �, � '"� �� _ `� • . .i„ . � +I' , `� � � ;�� � P�,� � `�- -:t -�,;a=�l,i�-�� - " �"�'�� ,w �" ` .�� �• '�•� � , ;:/ ��1�/4� '� ��� ``` ��� r�� � Wr"'�w �'� � � � � �� '��,� , , � � "�'..� ti.f � ; — - - . �:y �.�- �-' ,.� � ' � �' r s . - — � � � --.� � '� % �� •,.�, ;��� � - �'.���_ '���' � r � - _ _ _ _. - ;� a , ���.. / ' �. Map Location USGS Map Figure 3 REPLACE BRIDGE N0. 790353 : r�����{-- OVER UT COLDWATER CREEK `�`� f..� '�"+� ROWAN ON SR 1349 (TURKEY RD) N ��j`' ,_ ., • ROWAN COUNTY ` f . ' ;' �� � `- ; :': AUGUST 09, 2016 , w USGS Topography, 2013 1`�:`�:��� y�t':� CABARRUS China Grove and Concord NC Quadrangles '•., �� � ��,� �ti{�� � 1 inch = 1,000 feet ��°t ��'���R Projecl Trarking No. {hiteriea! Uaej 14-11-DO11 HISTURIC ARCHICTECTURE AND LANDSCAPES NU SURVEY REC�UIRE�I FURM This form only pertains to Historic Architecture and Landscapes £'or this project. It is nat valid �or Archaeological Resources. Y4u nnust consu�C separately with the Archaealogy Gr�up. PR(lJECT INF�DIxMATIaN ProjectNo: Str. # 790353 Caunty: Rowan WBS1Vo.: 17BP.9.it.G1 DocumeMt PCE T e: Fer� Aid No: Fundi�g: State Federal Fede�al Y�s Na Permit NWP 3 or I4 Per�mit(s : T e{s}: pYoj�Ct 1%BSCiiTltLoll: Replace Bridge Nfl. 353 on SR 1349 (Turkey Rd) over UT of Cold Water Creek. SUMMARY �F HI�TORIC ARCHICTECTURE AND LANDSCAPES REVIEW Descrixrtivn o�'review activities, results. and conclusinKs; Review of HPO quad maps, rele�ant backgrvund reports, histaric designations raster, and the Rowan County GIS Tax database was undertaken on November 17, 2U14. Based on this review there are no resaurces o�er SO years of age in the APE of this project which would be eligible for National Register Listing. One 1�6Qs era Ranch House stands witkun the AF'E, but it is a camman type wiEh no distinguishing stylistic features. Also a mobile home and a metal shedlgarage are within the APE. No sur�ey is required. Whv the avaitable informatia� nrovides a reliable 6asis for reasonablv n�edictinP that tltere are no unide�ti�ed si�nificant histor�ac architecturad or la�dscaue r�sources in the n�oiect area: Using HP� GIS website and Rowan Cvunty GIS Tax da#abase pro�id�s reliable information regarding the sttuctures in the Al'E. These utilities are considered �alid for the purposes of deternuning the likelihood of historic resources being present. SUPPORT DOCUMENTATION �Map{s) ❑�'reyious Survey Infa. �Photas ❑Correspondence ❑Design Plans FiNDING SY NCDOT ARCHITECT[]RAL HISTQRIAN Historic Architecture and Landscapes -- N+O� SURVEY REQUIRED NCDOT Architectuaral Histarian" Date Flislot�lc Arcliileefrer�e erid Lrrrrdscxrpes ND SURYEY REQUlREp farm�far Miitor Tr[rilsparrntlo�t Projecls ers Q�urPified rrr tlre 1007 Pragrrrnunr�lrc.Qgreearier�l. Page 1 of A �� A"' ' ' + �"�r" �'' ��;L,��r:;�s L'�. Y �fR � i f � I l l j� l r � � ' fy ��` .. ��Fr 1. � e .. � �� �� � �'. _ �j.. �y. '�► �1 `�. � r ��„ r d`-�: � r' "�z ;w, � ,��= ::,r �+� r,,; .v-- � � � � -»'� �'�-q.'`i`�" +y`i ' �., �� �i�.� . ^`�--� s �� .. v ' _, , . ,�`� � . � }: - y. ,. 7'.� s:� � �' rt "' .�'r � 'r" � ^' 4�'� � , � � � ,r'" !��i,y '�, - s�� ,��F i __ '� ��.J4-� i � fd'�; i . ,. . � �;, "; �`,���"'.�i a��`��(y� ��a. r�.a'►�� � .1 . i , �� � ;�.•d"� _ _�^ y - �' 4 !' � ;3.y Yl , -:.����. t �� � � �:� �.� r,�_� - ;�� � � M t w � � ��� , „,� f . ' , . � ... ""` r _�: .� � ; a� y�'� '� � � y:- ; _�'' r r a�-,.,�-� t� , �` . ::.k�� m -e� .c� � I 4 � � �� ��. r La� .r.r� .-6�"�`" �,�st � ' � i �' �' � - s' *X` 3 �" � ' � ,''' �-.� 4'�` �� L, �� - '�?'-�, . �ffi, � . �'� V'e3.��. "'C�'�°�^ a� �a. '� �:, * � '-+��} � �� $ 6 - � r�� ����! .1 �, r �~�{1J &) 4 •�.-: ! S � '� � a �� f 't�,�,�. . r— T y ., yA. �+-���" � � %7" _ � �C'°" i� f . _ 2 �T" F. , " � n � .� � -r.'.` t� s .6 . r K ��,�a� �s,�5�z.,� ,�a.' `��"�': � - x .pr � ,� ''� rJ �S 4� ��� • � � � � 'r � ��..' +' 1��t' .� ���,�t''"�`L s �,. � �� � �6..3'i � ���.; I ' t ,�,�.'n������Y' � �'�"r{,�a,��,� - T�� ' {° i-;' �. _ . , ��,.�' � �� J .�� � � ��� • `�'�"`if r . �` e �;� �� .� ` ...� ' � S� , � � ,,�� �,' ^�� ,�V. � �"'f� �.!'j\ � .i �' U �"y� ��� �,�,�+M4.a �:r����. .� t � t � �r. "� � ,a�A a � 'j ��=' - , __ ,��,`..� �,�✓..�H . , -� y�������� ... . �'�+�-��^, +' ;°.� ... .. i�� �Mri � � Q Y+ �PS.,�' � 6� � `� � .��... _ .' I b 1 j4 h .-. .� ,f i". �. �,�' �`.':` * �-}i � . .�!� � :, �". � � - _ � . � . � • F � , .. � I ` ��� 4'��-'i: -'4 . .'�"�' = 8 ' _ �J K; t ,,. � � -���i � � ..x- � . erJ ' � PK:�. �/�� . `���.iT� I `� �' .�F�� 4 L �'' � �� � "� �{,�� �$ . S. _ � - , ' i .F r i-_ `_ '" . ^i {��. '�ys"� T. .,�' t . p 4,�= '•' �S„'�' �( � ' j p' ' ._ � : � .:.�` ; � . § ��. ,y4 � . " . i�` ' i � . � `� .. .�'.i � `` _ �•�.���5� . � •- , �'� �. S �` a � X ,� _ �` .� ` � ' �__ r,'.��., { j . ;i� �, �y�Y- ��i.�+ _ - ,_ r� � `^' " �rs` r . ,� _� . . ��, h �x `r �'.e �.^` , ' z ,"�� '"^ - - . � '" �i. .� � + {�y� _ �r Y � �� ' �`�, r Yt �� � _ � +�i. �t �4'�1 y 'f y � "� '�. '��:.� - -'y - I Y 1 a —'� _ . • � } ' i� eti � - -:�. �i_ .. 4 . 'k �:' � r � -�7 ,y ' I1j c� '�+ . �( r e' . ' �� = �{ � I h ",,�� ��ef`.a� y�`} �" � i��� L �, '- . (�. ��,;: � � � '� k. _ .!� _ i• . f�e ���= �'F}� . � #'�'N r..a f �11 �y_.,r - II , Z .,� �� F ..�.:� , �� . I �t �� `� ! �' � , �� � s �y,� ,,r � � � �' ; , ;� k� ��{ � � � F ' � a � � ,�if;` �. �' .;� ', ry`.Fy� ��� '� � e i'� ���k _ ` I e fil, �� .,'. j u:�` 'Ji� q$ 1 i. Yi' rf �{ .:'- , .'+j, 4P., � r , , t' �A'�' ' '#�, 5,�. ,_ ;::. ' t4 r �. � �`� �y :�� � ,,,.t - ` :N; �� - ' � a^ �: Y-e 3t T� r- �-'S �,' ; ��'� t � �#�"�!�"�: ���^ �� '��� �.,..'.r` �' ........ �+ .., y .... 3 , ' � � r�i� "4 ��_,��� 1- ��tr �r {� �' -_ :� � � _ ♦?�•���� ...5- ..._ .. . -� 4r.i __'. -.� ic "�.i '� F ��� ' - . .. � . ' �-�.� �'� f��� � -r- . in-- _ - � . ... -" '4�'� ; � ' �. �.�' t,7� .� � �,.r���j � ` � � F,R'�t�y,�.r ,.--^.,' ��..- ,.� _ , . -_ P � .�-I � ,•.� er�'� '"r ' . _ - .. ... - :� _. .. �. .tT` r' ... — ''� �rt "'.. .; . . . _ '. _ �.L�. � tp ,� 1 - . _ .. . � e ti' ,r - _ _ "" ?4�' ,� .0 r"' � F er ., - ' v +"' �T� ��"'� } 1/ ����� � •1 ��c ; ` '' . . . ��y�� , , i+.. y,y.� . V *F�� � �� �..� �. i 1ffT1.-,T M i-'^: y/i,'�y !� � ��� r+"'�...�� i' � 3 '1' r �� � •r � � � ' . ��i~ �'.- 4 ,� Jl '{ J`� �S. . P� . v_} � , �� � -.�*, x �. } �, -` ��� . i � �'` y °s Ea n �n l.'''�< . ,;�+�v'�� •� ., a. . �E +'%. i �r � �'"� � ��' i • � �� .� Ea i�i �A��`�& � ' ��` (� '�� .���i�. � ��. ��+�... �M Z `� . �. � � i a .b.glN_ � '4p` � .'�4 Y ' � � . . . j " {`�-. � o-?h�i. � 1'- �� � F "�" �: i '- . ,� � y � ,,.�,� i _ K�,. �- -_ �; * �3 . ��� A - y - � %� � ,. _ �� f � � � . ` f—' '1�i�,��r� -.+�''Y" ��' �. ��.��+ -- � T�' 1�'�,P �° � v .� � �# �[`t �. y�� �`. _ _ . � • �"'� +. �� : �..,,;'m . _ __.�r� ,� . ?�� �• : � � �: - - ` _�a �..� f,f�.slc���rs.'III't'l+tle'tlPr1'cC±±Y�11.c1Y7clti`eYtlre%S:Vf7.�f,`!tf•jjy�j;1�(1f;11�1i1)fei3-mfrir-,Y�li.v�nr�le-rr�v.e�+w�FirliartJ-r�r3jc•�f.��-+.+1 urafr�i��:fr+rllir.'1111:%1'rr��r•a�ta�trrafrc r?s;r•i^c'+7�c'r�f. ��'ei�L' � [7� � 1'r+;���cri�• ()nc�: c. I�lf�[ls f���a�c�� 1 Ic�d�,5�. - � �� � R t � 1 1-:• "��'�tl �a�y� �5�+,:'i . J dd �.� ... ... . � . . . . '+u'� 1 ,r,�; :. !ia rt .s.- . . _ '!..»�.I. , � .. �4. •. .. . . . . �-.��s_..' � _ , �� . 1 �.;�,�: . _ .. . i'i•���,�.i�t.y `�'���t�: ��ir�l��il�c� 1I�me Nr.rlayrrc� �lrrlrrPdrr'frxr•c ra�d I,ut+zlti�trr�af�.n� ,!�O.S�fllil�"f:Y' I�tf.7Ji1!1tlif.Y_fiarrrr fiit-•'cfir+w� 'f}-ur�spnr�Rifi�u�r F'r�r�l�rc�ls u.e� (Jtrr+f�rjieeli r rizRr 2f111? !'rn;�irrearuaalre: �3,�t'rcura:>i+7. i'<��e 3 [�f 4 � — —4 �- _' ./, -- - - -- - " AR `� 4 :. 8�s y: 7}` I � 4 � �� �� � ��� , �i r . I � �x��� � t �� � �i, f !y l } �� '.M,F q }„ " � I I {��l `� � .}�'. 4 � . . � �c� �?hl ' � r= _ -� 1Y.^ ` e � A •� . � ��j��j'. s °!a:, '`d �-- r� ( .� i f �'i�� � � ~�� . �'k ��� i +� A � t �,� �8 1�. i ��� l �� _" __ . ' e. _ • . � Y#�?�'1{� F�S, 6� 9 �` t' � �'`"'�:�� � : �`,: fi �`-� , ��6 _ ^Y f � .}+ h 4 !{✓2� � V' G y�. .i�� . �; . . . �r �-'� �,�I �` ' ��` � ., ' ' - -� � ����,�, _ � �,a�_ +�: `� ,. .�.�4� t ' � t�li�+ ' �:;�a.�- ,;�,. , , , , .�� �-•� .1� .:.�._J+ nw � �' �!a.r� @.� �i{ " "i-` , ._ - - �� �.a.. �,, � : � .,. $�� i .t �'�';� [ � `�,' � � . �;,�:- ��� , _ __ �.. _ ::�I ..�..- �� �;,� �y ;, _ .. ' . _ ���.w'!yrt `' N . 'J 19e.�� ` � . t i�v �i�.{ ._ , .I I�^ }�L. _ _.F�.� �... ,'M'ir��� . . iJ _��� _ � . r k - .. � • } ^�� - , ��' K $`' � S'F h r � .' • ,.� {Ar. �" .� .�j •��i 1 4'�� r�'� { 1'������crtt�`'I r�c�: i42�1<�l �lztii;�{i��� �t�.� �:�'3��i�i�,�c Va.� _}ti:� ia� I)ist�rncc) �'r.r/rn7t :? [�Itrl�•rl;rl:. r+17d i S��rl h?�c cs rl�lY \.. i;!'��[ }� i,,l ). .1�77j.:1 s le:irill J:•�r,l.l.lt 1+ �+Y'.t�rx-,nilrlfir3Y! I e.�r(; x.,r. r.r..� fc'�I r� � t. %T;.� 1'1�rie•.r�r,1� :v r tr[ :1..,. f��rr1['�rl. 13�1�;f; � []� � Bri��� ����5� ..F , � .� . . .. � . ; . �., � � _. f' • ;: . �,' - ` -' ",� .� �, , _ J ^� l � ��� �R � � �.._ �'"_ � � . ' ,T ° 9� +�. �' �5 ^ = � �"y , . , r" . ,�'—' � � _ �� _ _ -,� � � �. �- k' �'� �� � f.• ` � �.. • , ffi ,. , --'_ ' _ .+ f � � _ y. � M�� � � �,,� I � i �r � � '• -... . ,..._._ . u. - . 4 � � `M ]� r - ` ' : k.r� .' . d . � w �,� � � ...:^3Mi..,, .�, � .. �: .,.. ��.' �Ji � +�,' F �( � �1y �'� �y - ., � � r`? u t'R�.... ` . � i � ►_w � � f' � ' m � �ti��� � • � �"'t.v ��f � . . ..� . �' � �. �r�.. ,=J r. ` � ��'�✓ �� � � .� Y ` ��� f, � � � ' �* � T : '�} �, j _- . .� ��r • � ^_kJyl,, " � '_IT ^�,: J . � I ~ ` -_ v _ , "�.�, � d - s .� �� � � _ „� �� � , . � . �'` , /, • f �• � y M d 1 � I � . �J • �•� � � � �1 �' � � . � a,t �1. . t . � '� � �� ' . -.. .,. �.� �Fr..� .k .� "- � mi� s�.. � ' r i . �� i. � �;! r -._4 i� . 1 .. . 3i��• �. . -- 4� �' uu� . '. w� ,. - � u � �, . ,a 4 . T a� , . � - E + ��.� - � � � �- «. . _ � ' _ � � .'-`-'" ,.� W _ �^•�_ r i `�;,z . w -' y.. i I r _ �e.-. I • • � Y �, �! r � � .. 6 � �`-. i � rw. �4 * � � >£��� ^ � � Vv��.._ 1� � 1 -��� • `� t �w ' .I n } � Y^ � F ' S `��.�.. � ♦ � . .. � 'r... . T'i� '�- � + : .. - 14 . .. `"�'ti » � ` � �: �, � . ,�I'ss p ' - r ,i , � � - . . . .,� r '`,�'' . i �' � , 1 . r - - P� ' �r _ . - . � y - ~� -P �'..''��i_. - ` kr✓"" -n ' . �."';, � � , �. . . �'�.3 . ' . s , �.•. ,�r,� � s / . �� ,r �. �_ _ _ � _ � � �� � � �''"'�._ � ,�- - � �- �' � ^:: ;e'� `' �- �- '"� , ` '.�'"t, , fr � f� � E � . �, t � r ° '' �,� � , �� � �.�r � ' , i. j" �'. irai�'r � � ._' . .. ^�.,� �„� . � �'� ,-� . `""_. �1 , � �y�� • � „yy'� � �. • , - ' i . . . . � ^ t.,.� .,`� � ` . ,. � � � . - � '- .,� ' ' • .. .. . . r� r� _, t`a:, '-,� �+.,,� . � �� � F . �# s' .%.. � � �. ^ ��n i`�� � - � � r�� '"^a �' �V _ �-6 � � �� 1yA t,F�;�� • :� �' 7s" �� * �:. . - � d., ���` ', .. :.,,J � ✓� � Y __' �1��" . . • � . , dMO�if s '�. -'-Rr rLi ��• "' �7�� tC .�'` e� i. .. � + ' , .. - �� 1. �' ' �'1C � ' d� . n � � - � . •'r�-�": �_.x �� ' e6^�.i� ` ^ �� � -. _ • ..��F-i•� �� � . • a �Y _ . a � . � � �. � . '�, � Ypy � � r �I'� �'r r';. � � �. � � �. � � �� ., - .� ^'�� � � r � . ., • � .. _- � �� � C� l � nf '4 u � 4 � ."R . � �y '', � �_ • '"`' '#----- t � .r.,.>�t . � � -� � i' � . '���R � � '� � � . - ' . _ _ � � � ' ' � - -. — � ��ii ['!. � � w • � '� � � � � � • � ��_ � ` _ �y ' y � �} — � `� — -F ' � y ��� .. , ^ r� ���' .� � ., � y '�! �. .w,, •: �„j ` .. � -� � �,i� ;• , - _ -- �.. � � . .f.p �'. r -�S * �� � r.. _ " ", ' � "� y,�` y,!�; .� � �-- g � . . �. _ . �'�, _ ` ^ ` ..-�:- ;�� � - , �' , � ��.. _ a ` � � • _�, i s�y�.y ���� a„'• "a �+�i.- _ ~� � � ,,.;�,� � sY� , � _ '��� :, � yi�5�'�` � �-'���`'.. "-' � ',r,=� � � .. � ���� ,• � t��S --� � £[�I ���,� r% � � �r � i �'""'r� r,y�wr - m+� ".'-�. - Y .. � > . . �. � . � � i _ . ��a _ . • . � `^�, ujp�,. r"'' " � ��. ! a r � ' • r� . ''Lr ��r�. y y . y- - t.. .. . / � r . i.,F _ .fr t. # �� i ', �� i �_ {}^� i -�;. _ ,� 4 � _ •�,`,,,g�r+'A � �, i _ � � . i�` .. - � . . -'M1 ' . . � - �. ♦ .. � • ' 7 � %.� : �w�sr' � •.� � - . " n '. S"' �':`^M i�� ��� . � . _ . �. � iJ ' _ � � y� � 'i Y�-.:.. w � • �a � ia, ��. - � �� - 1/���� . . _ � rr __ , � �� �a � .' . � �r a� . I ��+ .;� y i f-�. �. . 4 �^ i'+ke � . s, e—.�.^.�.�_ ,� �.,ri .w -. .. � _ _ _ .a . . -` ' J.1 aT '� "�-,�+ `M/� r � i�1 6 s. ~� � • .`, ,� r" � � .'JI'� dG� ...�" � .� . � • +.•'�{ , � ', - • �'"IF �e• ,_� . e' � . J`� � ��` ��'"��. �"� � � � r:�'.4��i �� .,. � M �.. � �,.� _ > . _ f . � � . : fl •� � . M T �, . ! � i f• �-I � V�l �� �-S�.i � ' .s � ��I —i�� . � � w' + � .' ' I ' sl�'` F .x ?( : � - � , �,�,� e � { W 1 a . ti. ,i.� r � C"h �,�-.-, A .�-._. .;, ,': �.• `+'�����.a il� � �' � -- ' �I""`._.� r •,_ � �r . � r _- _ .. ,, , . '�Pe' � w , ���� y; � �' .k ��,--� � •;;,.'." �t�� � '.�1. • �, -- _ ",�.. •�i aT ��1R4 . M��� 'p J"w,.�'-'t"�, ,,,,,.�. �.. �_ - � ,; .. , , �.' M � � _� � '�i;: �...� � � e . �� . ' -.... ' _-- w . r ' . � - M *�� r � �'� .�� � � I 4��k.� � ` r�, � �.._ . a > "�1 i .. t �.. . �.+`"' � � t � � - � �+" :�`•,, �- � " �a . - ' • -" ' _ _ f„1�,A�1J' � s � ' . ' f �w,rp ~ '�' �. - . � •�'�� ��. t . r° �r9q. .' - . �.`""':.,.,4 • � � , � .. +/� +" �` � �M /:� N' , +�µ i �. _ . . .-�L •.. �-�' ` ""T ..�!. ^y� ----.-`��� ... - . . _.- - �i � � ���.y 1� � 4^�� �. �l . .r . '+'��p. ,r" � �' �� { �" ��i � � :,' � • ti _ � 1 4 �. , � : > x `;� r - '� r tC y"` � � ' , .�`� `�, � . ���f'1 � � ' � "., ," � ✓� ' _ :: f ��' A �,' �: • � � _ '!a � ,.- :, . _. .. `__����•_.. � �l`�L � � � � r 1 �=_ � � _ 1 �.. 5 • ..�� �. �. r � r.,: � . . . . ".� .�* � I � �'� } . . 4- �—�` J ., • f.� � . - .�A f il . .. �. - : i . -:x �`� � ;.. � ���,,' �, ��T -�. . �„ - _ -. .__ - .,. - - - `ti _ , � "' , '� J �, . , � • : .� �n • Jc,k� ,�5�' '�4 "'..�,.�ar� r �}T�4 },'m �. ?,t i .r�-:_ ,' ' . -.. __ . � _. i �. _ � ,, � y�s . � r. , af '�.1 �. � � � ,. '�"`"� - �� � �? .�`-�... ! � �° • ,�. - "ir . .iy, s . . ..�� , -y: M �.:.-. , `� ` � :t'' ,. ' - _,.��"`� . �z _ _• , y,�' . �,y` �.�- � � � �"fi �.e'��' p� ; ` . � ._� ~ �`.1, � "� =� �.� a4 , . � � �'�" ` �$'T _ * �� � � ��e u� � J' �'z . ` -�.� ' � �„ ;;��.� •.y. L�� }'ti�C' .,:` ." _ � �.. \ � 6 �(fi� t�i� �'--... -�- . : ,�. - � �� . �'�, '�V � ,,�.a. �.:� .. �•. .. �'`�`'�' � � .� � -➢ „� � � .. "� 4` � ',: . " 1 ' T V . 4 ✓��-. r i`�" l� _ � . . • ' •'x i� .„.'` ��. �,e . ' .- �. s^s.3:' -c'. w'`!. �� '. _ .'� `` �� � � _ ��-.. + i�, ' a'��ir/. �r' p.,t .. . � - _ - . ---. . + . . •.. � � � r+ �`� • _ 4 ._" Y • .. "L- -• . y '�._.� +� ,.. '_ z :. � _ ' .. , ♦ . ��� l .... 4c �� 1 - � 3� ��1��� / _�µ . A 'j _ �' � • + �~ • /// . w � y. ' -p w?l.,}...."'�,,. �.�...-w L .'�..��+a. 1 �_i-.; ". ;� ��r � � � '+��y � +s".. �..+n - 4 � � s �e : ^'��..i `i� .. .in, � Y .x �� ' �� � ' , I '� -� d4� ,�. � 4'r1-. '� � v.l��:Jl�����'J_'1tF� u�. .�-J.-a ��yJ'�-.1�J1J1; ��ii�A�l�I�':l � . I �`. ' n r���e ,�,����A- � E : t � � , T J ���.� • � � �' �� L� � - i`�� � ' ''.�'' _ '6„w"''rf. , ` . . _ ' . �� �r �� � . . , -. _ . , . . • _, "' ' :.�, ,,.. � . , u _�z'.,. . , 4 � .�� h ��. �� • � y '' .J...ry,� y'p � � ". . � a��r , . . .. . -_ .. .t— .J.1 F . � . � v .. � . -_ . � •. . .. .a Project Tracking No.: 14-11-0011 NO NATIONAL REGISTER OF HISTORIC PLACES , oQ.��� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES ,:� .����,� � �� � �, PRESENT OR AFFECTED FORM �: �� �� :�t �, � � i� o¢°_`�'' This form onl ertains to ARCHAEOLOGICAL RESOURCES for this ro ect. It is not �: �.. � Y P P J �, . `'• .r.:.,.: •`� `'�:�,�� valid for Historic Architecture and Landscapes. You must consult separately with the �.3 �� Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No Str# 790353 17BP.9.R.61 County: Document: Rowan Minimum Criteria Sheet or PCE F.A. No: N/A Funding.• � State ❑ Federal Federal Permit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14 Project Description: This project is an intensive archaeological survey and evaluation for the replacement of Bridge No. 353 on SR 1349 (Turkey Road) over an unnamed tributary of Cold Water Creek in Rowan County. As defined by the NCDOT, the Area of Potential Effects (APE) for archaeology measures approximately 300 feet (91.44 m) from either end of Bridge No. 353. The corridor is approximately 1 SO feet (45. 72 m) wide, extending 75 feet (22.86 m) on each side of SR 1349 from its present centerline. 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 identified 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 oY documents as needec� "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED" form for Minor Transpartation Projects as Qualifzed in the 2007 Programmatic Agreement. 1 of 10 Project Tracking No.: 14-11-0011 f�K� �7►� 1►� i �1►��17�1 An archaeological survey and evaluation of the proposed replacement of Bridge No. 353 on SR 1349 (Turkey Road) over an unnamed tributary of Cold Water Creek in Rowan County was conducted on February 6, 2015, by Terri Russ and Laurie 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 for 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: � ❑ Previous Survey Info � Photos ❑Correspondence C. Damon Jones NCDOT ARCHAEOLOGIST 2/23/15 Date "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED" form for Minor Transportation Projects as Qualifaed in the 2007 Programmatic Agreement. 2of10 Project Tracking No.: 14-11-0011 Brief description of review activities, results of review, and conclusions: ESI conducted an intensive archaeological survey for the replacement of Bridge No. 353 over an unnamed tributary of Cold Water Creek on SR 1349 (Turkey Road) in Kannapolis, Rowan 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. 353. The corridor is approximately 150 feet (45.72 m) wide, extending 75 feet (22.86 m) on each side of SR 1349 from its present centerline. A map review and site file search conducted by NCDOT on 1 December 2014 revealed that no previously recorded archaeological sites have been identified within the APE. One previously recorded site, 31RW53, is recorded within one mile of the APE. A search of the North Carolina State Historic Preservation Ofiice 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 location or preservation. The c. 1910 Rural Delivery Routes map shows what appears to be the current road alignment and crossing. The 1914 Soil Survey map for Rowan County does not show a road ar crossing in the vicinity of the current bridge. The 1953 Rowan County Highway map shows Turkey Road as an improved gravel road in its approximate current alignment. No structures are depicted near the project APE. The APE largely consists of wooded areas with some recent disturbance from residential and commercial construction. Oriented roughly north-south, Bridge No. 353 and Turkey Road cross the unnamed stream, which drains west into Cold Water Creek (Lake Fisher) within the Yadkin-Pee Dee River Basin. 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 floodplain of the unnamed tributary of Cold Water creek is mapped as Chewacla loam, frequently flooded (ChA). The side slopes of the northern portion of the APE are Rion-Wedowee complex (RnC; 8-15% slopes). This well drained soil series typically consists of around 20 centimeters of sandy loam over sandy clay loam. The southern portion of the APE is mapped as Enon fine sandy loam (EnC; 8-15% slopes). This well drained soil series is encountered on hillslopes, and typically consists of less than 20 centimeters of fine sandy loam over less than 10 centimeters of sandy clay loam. Subsoil is clay, typically encountered around 25 to 30 centimeters below surface (NRCS 2013). Table 1: Project Area Soils Soil Name Code Slope Drainage Landform Chewacla loam, frequently flooded ChA 0-2% Somewhat Poorly Floodplains Enon fine sandy loam EnC 8-15% Well Hillslopes on Ridges Rion-Wedowee complex RnC 8-15% Well Hillslopes on Ridges The current archaeological investigation included pedestrian (visual) inspection and shovel testing within the APE. Photographs 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 structural remnants, or other signs of cultural activity. Surface visibility was generally poor due to ground cover and existing vegetation. The northeastern quadrant of the APE drops steeply from the existing road. An old roadbed (roughly parallel to Turkey Road) was noted outside of the APE, as well as several "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3of10 Project Tracking No.: 14-11-0011 berms and pushpiles of soil from grading or other earthmoving activities. The southeastern quadrant is located within a maintained lawn. Although no structural remains were observed, a pile of modern brick and cinderblock fragments, as well as a maintained grape arbor, were noted on the eastern edge of the parcel (outside of the APE). The field is current used as a recreational area (soccer field) by neighboring residents. The southwestern quadrant of the APE consists of a graded area of disturbed soil adjacent to Wensil Lane dropping steeply into the floodplain of the creek. Modern disturbance, including pushpiles of soil, grading, and garbage dumping was observed. The southern portion of the northwestern quadrant of the APE appears to have been recently clearcut. The area is overgrown, and silt fencing and soil berms along the creek (erosion control) were noted. The northern portion of this quadrant houses a commercial garage and parking area. A total of nine shovel tests were excavated within the APE (see Figure 2 for shovel test locations). Three shovel tests (Shovel Tests [STs] 117-119) were excavated within the northeastern quadrant of the APE. Shovel tests were aligned to the eastern edge of the APE, as the majority of this quadrant appeared to have been disturbed by road construction. Soils in this portion of the project area generally consisted of 10 centimeters of grayish brown sandy loam over 20 centimeters of yellowish brown sandy clay loam. Subsoil was a brownish yellow silty clay. Shovel testing in the southeastern quadrant of the APE (STs 120-122) encountered eroded soils, with around 10 centimeters of brown loam over reddish brown clay. Only one shovel test was excavated in the southwestern quadrant of the APE due to obvious disturbance and hydric soils. ST 123 encountered 20 centimeters of disturbed brown sandy loam and gravel over yellowish brown sandy clay. Soils in the northwestern quadrant of the APE were also disturbed, likely from clearcutting, grading, and commercial construction. STs 124 and 125 encountered 20 to 30 centimeters of mottled red and reddish brown clay and gravel over reddish brown clay subsoil. 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. 353 in Rowan 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. .�i�1 �'���u�� Terri Russ Senior Archaeology Manager Environmental Services, Inc. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED" form for Minor Transportation Projects as Qualifaed in the 2007 Programmatic Agreement. 4of10 Project Tracking No.: 14-11-0011 REFERENCES CITED National Resources Conservation Service (NRCS) 2013 Rowan 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. o�v/ accessed January 26, 2015. North Carolina State Highway Commission 1953 North Carolina County Road Survey of Rowan County. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/compoundobject/collection/ncmaps/id/8023/rec/24 accessed 29 January 2015. U.S. Bureau of Sails: North Carolina Department of Agriculture 1914 Soil Map, North Carolina, Rowan County Sheet. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/284/rec/16 accessed 29 January 2015. U.S. Geological Survey (USGS) 1970 China Grove, N.C., 7.5-minute topographic map, photorevised 1987 (1:24,000). U.S. Post Office Department 1910 Rural Delivery Routes, Rowan County, North Carolina (c.1910). On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/938/rec/13 accessed 29 January 2015. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Sof10 Project Trac%ing No.: 14-11-0011 _� _ _ . 5 �: �.y�, �_ r _ � � � �� �`. , � � _ } r�" � . � � �` �� � � i , i- �`' - .. - - — .,,� 4 � �` }f �) ,�� ' '�. - 1 "' , � L�1 � r � �'�I ��, � - � 4� ��,., �- ;:` ���:� lV - i - ' �' `� .�'� p : �y� ` f � . -y� ' iy; r� I -z _ . � ` � 4�`-`�- ._ '� + 41iW� A.en.� �R{.' + � � y'. ,'� " _ .. . . . �. ��, j u �` -.�.�'� d a�^�-. 1 �' �' Y F � . y �1�� �`Y� � _ ' 'l f � �'� �-` f,�`�� I�'+ _ + t' y -�� �' `k a. . y _ � i � � 'k1 .��` � It � � y �r f 'r z -�� t �iir. ti' � ::P itiC� ^ti�T � J� ' 3 � f_��s`e7 _ - � �.tYru �r ... f' . . A ! _ �� � � . r � �,�f � a_ � r . ff � ._ � , ,r..%'� r�.it '•,-r:y, � � k a �r.. = -^_'�`�"� J � -� . � -, , F � + � 6yJ1¢� .L _ ; • i��_-� � � '��. L 1 •+ ` � . p�-y" rv � • ��+ - �� �'� - '� y j�. 1 Tt �„�Y A - ��i, . �� '� � J I���. � . i'��y � _ ,J' I 4 ' ' �_� . �t �y - '_ + Ta` e. �f � _ �� d � 4 � r �' • �" � '�+; ° � - _ _r 'i � � I �'ti} � � - � �. _ _ - , Y I�i f; I� ,� r�, � � �-.';, . ��•�, � P� � � _ r t� 1 � �^ J Y " � � �f �' �~I � �` �1 �� i. .M' � '� �� ,��+�� �""� � �--'� � �' � � " i`��, ,�1 i� �p� �. �,:, r� �,: ;.' �d � il' �J 9 � �N�� :--�"�� ���. _ �� ��_�.'^ — �. . - _ _ - ,�w'. i , .. I � "�`� � q �� }, �- ". �1*R.d���� � '-4K`�» ._ � . ir � � .. . �� �� . �� .r�' �.. !1 . � . + i.� ^..?� ,S1 �•. � > _4,��L � �L+� .,,i� � � �r� . 1 rg i� ' � �;�1 �-' ' / '� ; � � �1 ( , �r s,'� _� �{"�� � �' ff�' r . i , . \`�, � � ./ � <. � . �-�[ .. ��tq , 9fm'�� ,.f /�� '-� d I �iM� �:-•„_� A.�f �i'y+.: �y,��4" f� �I' �bf* � ,!' S���j � � �r' '��Y _ - - %'� _ ' ( : �" - '��` �{ .a� � �� r''�, ��� _ �. (� � �� � . � -e� 1.�_e_�+ `/ � I�.. � � f,; }, ��'�' ,.� �'�fi .� � � `g *r�w�ta r .�. 7� � 4i-1� r 7 - ¢ � }„� . --•, « ,;�'_�r � . ��' ' -+`+:: '�r'-ip ��.�` + r!� - � . � "' ! . 1 a 5 �� � � � �. �,&'� i.F4 ,� .e �r'' � 4�y-- � rl �fl{��� �y"� e �� i ' ��y_ ' �4 � --« , r , n�a�+ay�;,� «,r �i @, 3 5 3 � �' ' , r _,y , y .. � . � - }}---- � � ;� . . y � � r � � � �� �*� -�"�, °` ���,� ' -� � = 1� a• '� •�i �1y44 _.9 _ �el �)�; x�l � ,�� � - + y� � � ` � - � .�....�- � ... I, 5, j� �'•FN�r.�_,�, �% . . ` %` � . . �r-j_ `�� � ���4 �`s "�_r��-,:��w�" - � -°=�.��' .''� � ' ,` i� a O(',,�`' '• .+ � ' .+ ! _��� o s .,. . � � '.� `,, � `ti � I 19q1� �„�. � �._ F„ r. i �� �+�'`f � ry :> .'�-�-��_ �°��:.�� -• — �� --'�-,�- . - • � " . f � a�. ,.��! A � y1 ,E ��.. � . I �� r r �'" - 4"+,�� ��'':+, S - F0,�,1 : � � , � �. '-,_�,;,� M�[�5:. _ � ' .. �� : � - " � '�. . .� .,. _�'.. .� _ TL-*��r , �"� ' �� � - ¢'? " � �+"-_- �+ua rzr.o+i w ''� � -� ' ,� � _ �� � iFp`�� r � _ _� �; !:: ' " i'' �' �� i " .�� , .r � � ?{ f � � a . gA f 1' �; ., .,� _ _�� , �_ � � �!� �v-r-,; � M i�A.. ., ���� . � Y � � w � I # , � � �'% �. 1 ` .+af �T"��� v4� �'�f ��� aa.� �� � .at ' '�ti �.� � � r`. y�' , � '-i ��,, —�. �- i ° � ` :� �', _ �tt�' ,' � � " �'�� �� -i�' ���tr41�l� � � '' i %�� �s: ` - ���I� � �,�' � _ + � a�� p ��idrf_ �'���`y � ' d, �� . .. ,C�` �_ ��`` i , i i �i�k. , p � R� S f �,� , . . • � T_� �, ��,�,�4 S � � !' � �6 '� � �,- � r�f �, `Ei+r* [ �. � ��� � � � R � -', -,� . � � �,'�� �. A '0 ` `-i I �r . . . � � � � f' � RtItlR f'�0' i� �`�-�� � � - �,s � e �+�....—A- l � . r� . - u,StS�-�Ir�l' _ . ` V .-- . ..�- ,t� . _ - e� t �. . � 4 � . Y-^� ," !'`� � � � , � j t _ . " �� r�t � !.. - ` Y ^ / '�. �S . _,� ���., � �� `° =;r �+ , -� �';�a. i � f � T 4 � --.3h1 �r ` s � --- ,� - .-� -�� _ 4.'� Y 1 , 6y ►:1�, ,,� A: -- ;�, —w.'�'—��.s.'�'�.�. �i . 44- - � x � �.i� ! A��v _�' . � `�.r� �': �� �'"� a ��' " � . .''� a�� 7 ' �"� .�. � ., _ . ��4 L L -_�'� ti,._�� _ ,� } � �� . � •4' � � I - �+�y oM����.�z �j , - -` � . y � Prn�2,.t �nunrlary (APE) ' +�.... ' � ,,.'' � � o � ` - r • n iaao �oao �'F '��,€wr :�rr�- f ��r�-r� y � �� y c. I y ' 1� M1��� 6 e . ,. .. �� ;Td: �. f eet �' . , �.j . ` :�� '�,' ,"-�' � 4 ' . ii -_ �, ._�C.l� ;' ���� 1 I y L ya � Source� 11771 Nanonal Geaycaphic SocietylESRI, i-cuGeA � �; v ,�'� � I � 3 0�r. ..�,1�%' i,�'' � ��, �ry � I: _ I� i� i�fess LIS(�S y�arkrangl�s fGNina �rove, NC}; Project � � ?U � �'-_ - C � �' ",�, 1� y I ' �{ � �� E3aunU�aiy �fravidr�cl �y NCDL7T, Firlelwvrk 6y ESI. � � . �J� _ N �1 �. 1 � ��. � �.. . ` r � ��. • �-� r � !tl f ��'< ` +Coa rich�l: 7�r�}� y� L�w I- Ihc {, t tl A l tl � Ih Ig '� f �i�iYriF,�' � P " 1.1 �►Aa � ��c "�t ^^ f N nal � F _.nly. i 1 � ep d f nnm �.noi _ a , j �, 4 � L. � �, , � .� u�i 1 bl for legal o g neer nq puopases : ��� � � _ '` i. . f,Y'�..�:::_. :�..! lis�- ,.'. �� � � � --� -� li i Fi� .� . .�...�..� � _. -.... . ,.� � . Figure 1. Project Location (China Grove, NC USGS 7.5-Minute Topographic Quadrangle). "NO NATIONAL REGISTER ELIGIBLE OR L]STED ARCHAEOLOG]CAL SITES PRESENT OR AFFECTED" form for Minor Transportation Projects as Qaialified in the 2007 Programmatic Agreement. 6of10 Pr�ojec! Trr�c%ing No.: 14-11-0011 . . ��� : w . ; �•.� � , j �,�� , �y- :� ��, , � . , � � � � , ` Y � 1 , "� �,, Y �+,� � '� �� _ fk �, , ' .4� � , , ^ " > '1` . � � � � , '� 7��' _ � ' ', �� oi�l e����� '�'� 's ♦ y^y �� �� �.. � � � � ���.' � ' �� � 1V � � S� ,,� � �.{�� � `�f .. � � � , y. � • s � .�+ . � � � � '"�q , f �� - r. ,!�. ;4"'i.'1 .. �.117k,i�.i, ' � i . +,� , l �Tt�1'• � �;,;�' Y . A+ �',1 t;'?�� '� �, � � •: ' � + ," 4 �. i. � �� � ��k�� �' � b.� •'J P� SA'1' �� � 1,` !yo. Y,'3[ " �;� "" , . ��� � ^� � � t��� Y �I � . � �,!yt�.�� ���� F 1, el 9'^ R • A�,��.� �` `a� .� ' ,y� � � i � JP�„ 'UI > - . t �' $�y�� + �,' �,°'� ,�P m�'�i � �� � �,y� � �� � �� .,�„� �� ,�; � `�/ '� �,,� � �t � . +i • .1 '��� .�'i �l Y �—� '"�l� � � � : �� � �� � � . — �. i� � . �� y�.: � � . . � �A� ��� �`�i �' ���1�! �T 1' • . 'i. '��,�� ���{� ���" ��. �� t�� sri z5 tsT���a� 'ti .;� �"w �,'�. �� � �S � z.• � � � a � �; �!"�� �"p - �� � �`' = � � � � �� ��, �� " = � ��� � � �� �;�` �� �� �'' ��" ' 1 � ` '� ;,�. . � �. � Z � • ��� �,s�r�r-�` ,� �r . ' �' �- � �' . ��� ��,.;�} . ' i� �5 �� '!'�� � •i ��� "�� ���,� ,_ '" � � y- ` ♦ ;:� "� � R � �h �� . �,� ��� b� i,�'��� 4 I T � � � . - - �:-�"+ . . ' '�d� �' i � � �' �� � � ���� � �{ �4� J �� � 5 � � ,� � :�, �� 1 _ r •yh� '� _ '� � ti �' �'',5 � � 1 � i yl%"^��r :I� �y�� '� � y�p p„ ' �,; .+ � ' � "� ��. � ; ` +i "� ,`, '' � �� � � • " 7j5�Tk119,� } �� S � �j� ���� � ' �'�� ST12q� � _ �,4 �'' �� 4� �� �, �� '�� � «���� � �� `° ,r;- � r ,��� � � � �� � ��� . i; ,� r ` �� . , t t � - - ♦ - � ,: - � �� / � e'� � � r � �' � . N� �I' �' � �' ,1� i�"� , �� ':V+' � � l ,;:. i �---._ � ��� � ,:''�'' ♦- � � - � � - � . . �' - ,y� , , �;.� i' � � y�i. � � � ' � � � � ��� � � 1 .�"� - � �M1�` � .,,roy � ', � {:.;+ .. �T� ��i;, INB� �. � • � �� � � � �� 4 �. � � � �` � +r�- � �. � � �►�. ',r'� � , � � ,' b� a� o-��� -� � ,� w � , au S I � 2b � � �' 4,` ^,� y�� °a� � � �:�^' � -,� ; . , �,,C � � ?' � ��� � J •rk",7► ' 4 � M, :� �I ��� �` �,. �' !►' • - F� :at! � - � � �H��� ��'� � � ` °�'i� �"[ i ��I y� .f ! + 1 _ ."���A• i�N -ty�!. � �6'�M 4h't,� � `��'�'r1��l�1� �"r� ���y��� y��.. � . i��rl' � �. �E.�� ���,i�"� •�'�. ��• 'i'� I.p'� •� .�. �h �.' � u , ��'. ��,,._.f:�'�i �. � �1 , ,p �; '� N . � � , � � , � � _ � � , � � +�y,�, '�y�� � �,�i E ,�t;j;� '�'� ���rf �� '�� 1 h" � � �! '�,.`� .,� � �f .—� �_ � .{ • / • � �, J� P � �' Y! 1� �, A y,1� � �*� t - �.fr_.�I xY� I • � �:�a�� � � . � ,ST°�1'Z1�� a� `��. h . ��` -'� �� ' `''+-�1'�r � '�. • �4 '! k �. � rZ��f , . . 1 - 9��,� �� �i ���, �� �A° �. � 1 �� ! � . t_. ���� �: . . � �y�-;, `��' "A b.ti.l �;. � � , �, ,' � �` ?f��y.� � ` �a�� i � �y+ii_ i� 1�rR.� � � . � .'j.=� .� J ' ` ��• •. � � 1: �♦ 56 � �` ' a��3 �� 4 �� �' �. i�i ' ]� •: � ;��. _ �ik_���-' ���` ;��r �.�� � '�- � ��,�e� ��i �� ��'�� �'�" h'+��� -� •� .� �a�� .� �- _ _ , i � i � A ��. y� -1 • f , � • .44� �.` �r,' _ � . . ��_� ��' M E�. ��E� � ;Y . � ' � � , �{ . � ��. G ��,�'�i�i � 1���� ST123 . ��_ * ' � �,� ;'�, ��� �� _��__ � T"�-' � � _ Y�"_ � :-�. e _ � a5T 122 , tl Y'i�# � "�. ,�,Q+ . .,. ;;�f� f -- � � �': r -�. 1'e�'� _ � � � �. ,��.► � � �' :�, �.. „1 �. �'�".- � . . � 6 , S Itiy..�� � `s; _ ,��� f„ . Y � �' . � ".� -�` j�, , l.c � - f � . ��. �4. g,_•.�� �. ��. �� ,�, . c - � � �''''' '" �e � a � � . �, � ��� ,., , � � -��'�,, � 1 � ,�� �� �. �� � � 1 . � � �. ,r �� ' � �` . , ; ��," ., �, ., �4 , `��'� ,� �'��� ` �� � ,,. ! ` �. � � , � Y '=1 � �. �y� i� 4� ' r"�7��, r ` � -�i.�.�,:t��� � �19�� ��. � � _ , � � Pr�je�t Bpunciary (APE) Shauel Test �� Posiuve Shovel Test (Subsur(ace) Pasitive Shavel Test (Surfaee) a so �no f-eel ° 6 S�urc �. High Reynluta i NC Si�ta tla Onho mqery, CGIA 2�16 Propect B ni �9 y�roe�tled 13y NGDO�f, Fipldw N �y F51 i U I�.� fh f'l C� 11��"il f{ ..f f .rral � p . ly - 1 ��... 1 .. J�: iiul �.� iu Io�l¢ for leqal u nq icer �y p po:is_ Figure 2. Bridge No. 353 showing APE and Shovel Test Locations. NO NATION.AI RF.GISTF,X F.l,/GIBI,F. OR I,ISTF.D ARCHAF,O/ OC/CAI. S/TF.S PKF,SBNT OR AFFF,CTF_D " for�m for� Minar Tr'arisportuzio�e Projects as' Qi�alified in the 2007 Progr'amrnatic Agreemeiit. 7of10 v- � Pr•oject Trreckzng No.: 14-11-0011 , , : �a° � ';A�M , ,�,� �t '�r' �z�3 ���R�� � �...� ' ' 1, � . � "� j� � t, �B- �\ 'J �� ���f � � � '�° },�'�" �'�'T�+�� � � �"%"'�0��t ��4'�', . ...�. . . �. �+; � 5: � . �. - ' �� ,�� � .� � � ,��. ���t���¢Fi �y�"i ,`��' / �p�� .� .:Ae ri��' ; ;� . � i� �. ,., •�,�. � �' ' r�a�'c� M' �,. � . . ��'!��► �'� ^� r�+• � �, �'^ � �; f.. r. y�� .. . . .1; ti �.: ,�i �aRr'� � , , i 4�� ' ' . ' . � ,�" K �'�, F ��t � �. . � �. . � 1- #�� PY�A�"� �X' a `�e.. � � Z.' R .. 'ri,'4�,�� r��' �U ��� : � ' i� � �. L .•.� u .�n ,, ��,,� ` " ,�� q� "�g. � '6�c � ��e ' „ ,y.+4 �+ ':�1 . W' ,� ,. ,� y, � . .�, -+, , �cs„ A -r2`�'�� �.rr}}PCM 'k w � � ; y� � � � tC .`A i �I. . . � � ��� �+Il�'r !. � , n {1�,, Y,��j%�aY,�r ��+":h• � �' , B i1;4`,+ . . �.s . f r -`�'� �i.��,...�` r. ." � . °�'�°yLL'�}' �v�4 1" r, � AF' Figure 3. View of Northeastern Quadrant of APE, facing South. �� . Lk . , _ ' .. - ' , � �. -1c. �w _ " y, � - � - �t,�.rt .� d ��; �` ^-b � � .,.- : �.. A ��. '^�+ ;� ' F �liy�`,-'+-• �J � .., '+1a`� it �> �.# �� F�r :Yp. �, � �i 4:s •s " �.a -i , .� . �?• 3 1's�., n, A0. y�yp . �y��� {� '�'L'� .�+ Y -.33ri[�, 4? �- � '� .et�r..�,Y��.�' �'_+,}!�.� `. 2�_ ���x.� ,��'�E+'.�' _ ../ r�3��'r'�"�yft�'����t`�Si._'t- �:�'. ._'°�� Figure 4. View of Southeastern Quadrant of APE, facing South. NO NATIONAL RF.GISTF,X F./,IGIBLE OR LISTF_D ARCHAF,OLOGICAI, SITF,S PKF,SF.NT OR AFFF,CTF,D " for�ni for� Minor� Transportntion Projects aa� Qeealified an the 2007 Prograrnmatic Agreerraeiit. 8of10 Pr•oject Trreckzng No.: 14-11-0011 �,� .��� �� � ,,� � �- �-- t>. . Y �: ;�.�� r f,,�: � ,F �f �, � ,� � � � � f � �t� �, � ��.eyIy'r ; r;�s�_ � e ,y� : 3 , � ;'✓ � Xe ,6 K� .€�,,; ,•� ' � ,. �;� ,,� �jp� � '� � a i�;��, �� ;. �o�,� � ` .y j�]( � f 9 '�-k t � ��#�� 1 � : ypq�� €� � x+ . '�d F ��, �S" � � k:� � Ti �� q � ,� � . lf` � � � ��� � y,`� i�' o�� {:. TR A�� P. j�' a � ��. ' � J � r i-�p���'c.yr' � a �v i `� � �,� �, . � � �� �� �s � � =�ly,t 4. �+'",. . � � .. � S p ,V�{(j A: � L "��Y �'�,�1���r i ���$� �+P ,q �., ' i �� � t ��Q � j� r �r �� � ",� �'y " � ,�t, � � ,� � "��" �� r �� �� ' � �'`�,,� j, � b ul� �`� � � '�"�..,'. a .� w'l � � n� ' � � ��' �� � x }�i. 4 �`'�' ,� � �^ , ,� p .y ;y�,� � µ _ c �5y� �' � S'M'S _ � ( y � �'._ 4 F P I� ( ,�( .. � ` y �� �"�� f �, � a 1� .: � �' �;, i� � a� 3 �#��:io-.��5 ' ' j, � . 1 + 4 �� ��,i�^ a� �6`1 ki� �: .�. �^� �(p ��Ya���� � P �� �' � �� H� � "�� k" � { � ��� �'� � � � � � � � �r�. z � �.�� � n. ' �t� 1S - . , ���� r? �r ;� lM1 ���'aA`'�J� �' r+ a t.` d .����'S� x � �d�-r���M,��; ° � '-' " "� t.`�S► ie ^'� �'� �'� .: � ' � � �` a �.. 1:+ t • .�r A��, ���9.�.������� � ° �r , * �'. �i_ ���"� " ,y p� ,; � �ti � � , '4 a w tt,, "� � ��k w '1� '� � p . � y " d; 1 & o a .' s � ', 4 l�^' j(�� f`,4f 4� i[`�d� ��Q , x�� M� M.� � P F��� v :n �+ '�,�� } a �� �4' M4� �"�� � T��:� � . _ % p{ � � b �.. ��; � �i lWf�� .. �� � ��� �M � �,.�. � ., �� � � ' � � � ' � , 9 � �� q � � � u �,a� �" _� ��� � � � e� : a� �� b � y +�,�; � � t 2' � 4 �,�4� Nv; � ,� f.'��}�, ;� �j� � �,a �`# y�..��ao t�Z������ � °"a ��p� � f �n A �; Rs � 3� r "� �i o. r �,� ,� _ � ;,� +��� P � e� �v . �� � ��� � ��' �� � �'�� � �� ��r� i1 � . � � A % � ����r y�f . ,�p 1�.� '�� yr � d, a "7r� -� � �4hr"'6 '1 r.; C F � � � a� e, 7 +� � �, .. , � � , �Y,� ` •� � ' k��� �� � �. r s ,�±�' � � �,� i1 ,�' �, ,,� R "�'i"'i' R�' i;l�ji�'S i ��, � ;;� �k 4 � � x �. � �w� r a '� y , Figure 5. View of Southwestern Quadrant of APE, facing North. Figure 6. View of Southwestern Quadrant of APE, facing South. NO NATIONAL RF.GISTF,X F./,IGIBLE OR LISTF_D ARCHAF,OLOGICAI, SITF,S PKF,SF.NT OR AFFF,CTF,D " for�ni for� Minor� Transportntion Projects aa� Qeealified an the 2007 Prograrnmatic Agreerraeiit. 9of10 Project Traclrzng No.: 14-11-0011 Figure 7. View of Northwestern Quadrant of APE, facing North. ;,�-�'��` ,�;-�;�;r «�:;:` �- . }'"�. ., ,; �., �w ,tr :^: �,� �� � '� v # 4 � �� t $�a.��`f � � �, ��j,� �' 1 � � ��, ' � �` � f ,'t �` � � y ��t 1 = _ � � � %v��'�'� � . �" , r� � � E`,� �' �r1 �'�4 1 � �''���r G� ��� �b . ` £ ' � ��'� �a ,. �- t.--= �-- �. _�_ � ��x-' " �t,� t t ��. �.�„� � � � � � � �� �� ��L , y , �� � � �h ° " . � �' � , � , �' �, � � y d - ��,` �� �Y �`� y�lS� }�f�,'� ' �� ff�v"�Y�� _ �.. �; � •� � � , �t°�$o �l�aa�� ,'���',� rr'-s �"�.q�� d�'��w,a-�� �'«��!� �.1 , , �' +�; ��, r b , � K � � ,� ,� � " k' "^ � ,� - . 4� ��4�'� �i�64� d�a� r°�M'�� e yrt� *"'*�y �� ` y,s � � . � �� k' Y � ,�p u � � � � "�-" � � �b'"-g�'"� s * j ,� '�� 'r �f � � � ��� �� � �'� 6� �t ; ���� � �" � „y �%y� �`� � '�' i� �, „�� r�� ,�, e,. . `�r� �'.�c .�°a�r�', .. .+�° �", �..;�. Figure 8. View of Bridge No. 353, facing Northeast. NO NATIONAL RFGISTF,R F.LICIBLE OR LISTFD ARCHAF,OLOGICAL SITF,S PKF.SF,NT OR AFFECTED " form for Minor Transportutiotr Projects as Qualified in the 2007 Programrnatic Agreement. l0 of 10 k li�;l n� �tti' North Carolina Department of Transportation `7� L I 71't 1 ilv�idtf'f �I . .. Highway Stormwater Program ��-' STORMWATER MANAGEMENT PLAN - - (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.62 TIP No.: 790353 County(ies): Rowan Page 1 of 2 General Project Information WBS Element: 17BP.9.R.62 TIP Number: 790353 Project Type: Bridge Replacement Date: 7/6/2016 NCDOT Contact: Galen Cail Contractor I Designer: Liz DiNatale, PE Address: 1590 Mail Service Center Address: SEPI En ineerin & Construction Raleigh, NC 27699-1590 1025 Wade Avenue Ralei h NC 27511 Phone: 919-707-6711 Phone: 919-747-5839 Email: cail ncdot. ov Email: LDiNatale se ien ineerin .com Cit ITown: Near Lexin ton, NC Count ies : Rowan River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th Iin. miles or feet : 0.05 Surrounding Land Use: Agricultural / Rural / Light Residential Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.1 ac. 0.1 ac. Typical Cross Section Description: 2@ 11' Travel Lane with 4' Paved Shoulders - Normal Crown 2@ 9' Travel Lane with no shoulders - Normal Crown Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 440 Year: 2025 Existin : 220 Year: 1981 General Project Narrative: Replace Bridge #353 in Rowan County with 2-Barrel Cast-In-Place Reinforced Concrete Box Culvert (RCBC). Minimal roadway improvements required at existing/proposed (Description of Minimization of Water crossing as described in the typical cross section descriptions above. Stream impacts due to culvert and channel improvements are approximately 113 Linear Feet. Quality Impacts) Waterbody Information Surface Water Body (1): UT to Cold Water Creek NCDWR Stream Index No.: N/A NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: None Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) I II�;f111 �a0' North Carolina Department of Transportation ''alC)17]]�Vt1iC'C � i Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN -- (Version 2.05; Released April 2076) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.62 TIP No.: 790353 County(ies): Rowan Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summary Sheet No. & Station Sheet No.: 4 Station: 13+12 Number of Barrels: 2 Drainage Area (ac or sq mi): 1.46 Sq. Miles Barrel Width/Diameter (ft): 13 Surface Water Body: Cold Water Creek Barrel Height (ft : 8 Culvert T e: Cast-In-Place RCBC 4 Sided Culvert Length ft 40 Avoidance and Minimization Efforts: Minimal Change to existing footprint and profile / 2:1 fill slopes used / Minimal channel improvements required to tie back to existing (Bridge to Culvert) Stream Slope Fish and/or Aquatic Life Passa e Existing Average Stream Slope %): 0.40 % Existing Low Flow Channel Dimensions 20-25 FT Base - Low Flow Channel (+/-) ; 1.5:1 Proposed Culvert Slope (%): 0.40 % in the Stream: Side Slopes ; 5 FT Depth Culvert Burial Proposed Culvert Burial Depth (ft): 1 FT LT Barrel / 2 FT (RT Barrel Existing Streambed Material: SILT, MUD, COBBLE, SMALL TO MEDIUM ROCKS Proposed Low Flow Dimensions 13 FT Low Flow Barrel Width Total Through the Culvert: Proposed Sills/Baffles: 1 FT Sill (LT Barrel) / 2 FT Sill (RT Barrel) Existing Low Flow Velocities in the Stream ft/s : 6.6 (10-yr) ropose ow ow e oci ies roug the Culvert (ft/s : 9.10 (10-yr) Alternating Low Flow Sills/Baffles: Sills provided as described to the left - no baffles proposed (no meandering low flow channel to retain) Culvert/Stream Ali nment Stream Patterns Upstream and Downstream Relatively straight alignment in vicinity of culvert / Banks relatively stable/ of the Culvert that Could Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, Culvert slope based upon floodplain slope and slope b/w riffles in stream profile. pools, glides, etc.): Low Flow Floodplain Bench Required? Yes Right barrel will function as floodplain barrel and is designed to be inundated in a near bank full scenario. This helps maintain the (provide justification) effectiveness of the low flow channel. Which will maintain the sediment transport of the stream and the health of the organisms Sharp Bends at Inlet/Outlet? No Culvert well aligned with existing stream (describe culvert alignment with stream) Stream Realignment Necessary? (provide Yes Minor channel improvements required - see Culvert Survey Report in Plan View justification) Bank Stabilization: Minor Channel improvements required - see Culvert Survey Report in Plan View Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): 2.59 Natural Stream Channel 10-yr Velocity (ft/s): 2.79 Proposed Culvert 2-yr Outlet Velocity (ft/s): 2.75 Proposed Culvert 10-yr Outlet Velocity (ft/s): 4.22 Roadwa Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: Proposed roadway geometry generally matches existing - Bridge replacement is primary reason for project. � � c o� � a _ + � � T L M O � See Si�et 1-A For Index of Sl�ets See Sl�et 1-B For Conventlonolsy mbols See Sheet i-C For Survey Control Sheet � � '� � � �. ��) � � � ��) ��� � �-� � '� ��� ��) � . � � '� II� I � � I � I (�) \ (�) I I—I I � � I—I \�V � �� 1 � � R 4 WA1�l C� U1�lTY LOCATI011t: BRIDGE 1V0. 790353 OVER TRIBUTARY TO COLD WATER CREEK 0111 SR 1349 (TURKEY RD.) TYPE OF WORK GRADI11lG, DRAINAGE, PAVING £� STRUCTURE a srsa eaaecr �v�n,s na C. 176P.9.R.62 ROWAN N0.790: �resa emcea eseaa.aa 17BP.9.R.62 WA 17BP.9.R.62 N/A 176P.9.R.62 WA WETLAND AND SURFACE WATER IMPACTS PERMIT TO ROWAN CO. LINE 0 THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) DESIGN DATA ADT 2015 = 400 T = b % * V = 35 MPH * TTST = 3 DUAL 3 FUNC CLASS = LOCAL SUBREGIONAL TIER BEGIN CULVERT —L— STA. 12 + 98.2 BEGIN PROJECT —L— STA. 11 + 95.00 —_—r��__—_—�— TURKEY BD. (SR 1349) PROJECT LENGTH LENGTH OF ROADWAY PROIECT 17BP.9.R.62 = 0.041 MI LENGTH OF STRUCTURE PROJECT 17BP.9.R.62 = 0.004 MI TOTAL LENGTH OF PROJECT 17BP.9.R.62 = 0.045 MI 2y �i m F� A� �� m� xo 1 END CULVERT —L— STA. 13+19.28 END PROJECT —L— STA. 14 + 35.00 � SEPI re 2012 STANDARD SPEC7FlCAT/ONS i I I � I I I �� � I I I \� \�-- I ��__ I I � l ��---- I 1 / �-- ---T-----7= ---�---T---- 1 � fLW & UTIL CONST PERMIT DRAWING SHEET IOF 6 �Vq 20j J �A� 8 3 TO /v�ppSE RD. HYDRAULICS ENGINEER BEN CRAWFORD, PE ,,.E. PROJECT ENG7NEER SlGNATURE: RIGHT OF WAY DATE: JUNE 2. 2015 MATTHEW COPPLE, PE ROADWAY DESIGN PROJECT DESIGN ENGINEER ENGINEER LETTING DATE: JUNE 2, 2015 VIRGINIA MABRY PftIORITY PROJECTS UNIT P.E. INCOMPLETE PLANS DO NOT USe AOR R/W ACUVISITION PRELIMINARY PLANS DO NOT USS FOR CONSiRUCTION N Z 0 i � NO. ENGINEER � ENGINEER [NCOMPLE E PLANS DO NOT USB FOR / W ACOUISITION 'RELIMIN RY PLAN DO NM VSH PO CONSTRVCT[ON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � � I 1025 Wade Avenue Raleigh, NC 27605 C Tel 919-789-9977 E N G I N E E R I N G & Fax:919-789-9591 CONSTRUCTION License:C-2197 PERMIT DRAWING SHEET 4 OF 6 DENOTES CLASS 'll' RIP RAP DENOTES PERMANENT IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER � � � � -� � � � � � PROJ. REFERENCE NO. SHEET NO. �� 7 M N I \ � �veee�i� »vsevei �»eveve ��»>vee i���»ve �i���»v e�i���» veeii��� veve�i�� ' S E P I Rel 919- gg yy605 E N G I N E E R I N G & Fax:919-789-9591 �veve«� »vevee� �»eveve ��»>vee «��»ve «<�»>v e�«��» eee«��� veve«�� ve�� »evee »>vee �»>vee «»>sv «��» ee«�» ve�«�� vee�«< saave� C O N 5 T R U C T I O N License. G2197 � �veve«� »vevee� �»vseee ��»>vee ���»>ve �«��»> ve����» vee«��� veve«« �ve � � � � � � � � > > � � « � . PERMIT DRAWING �ve°e�« »ve°ee� __»ve°e ____�vee ____»ve �_�____v e«____� e°e�____ ve°e«__ � °e�_ »e°ee _»vee ___�vee ____�se _____� ee«___ °ee�___ vee��__ sae°e�__ .e �veve«_ _�vseee� __�vve°e ____�vee _____�ve �_____�v e«____� °ea_____ ve°e�___ �veve�__ __vevee� __�vveee ____�vee _____�ve �____�_� ee�____� e°e�____ veee�___ �veve�__ _»evee� __»see� ____�vee _____�ve �_____» °e�_____ ve�_____ ve°e�___ �ve°ee__ _�vee°e� __»veee ____�vee �____�se �v000«_ »v0000� __�vv000 ____�voa ____»vo �_�__»s o«____� °oa_____ veoo�___ �v000�__ __°ee°e� __�vvooe ____�voo _____�vo «_____� oo�____� o°e�____ v000�___ �v000�__ _»0000� __»voo� ____�veo _____�aa �____»e oo«__» oo«<___ voo«___ �oveo�__ »v0000� __»v000 __�_�voo �____�ve � �ve°e�__ _�ve°ee� __�ese°e ____�vee _____�ve �_�___�v e��____� eee�____ ve°e�___ �veee�__ _�vee°e� __�vseee ____�vee _____�ve �_____» °e�____� e°e�____ ve°e�___ �veee�__ _»e°ee� __»vee� ____�vee _____�sv �_____» ee�____� °e�_____ vee��___ �aa°e�__ _�veee�� __»veee ____�vee �____�se �veee«_ _�vveee� __�vve°e ____�vee _____�ve �______v e«____� °ee_____ veee�___ �veve�__ __vevee� __�vveae ____�vee _____�ve �_____» ae�____� vee�____ veee�___ �veve�__ __�evee� __»vee� ____�vee _____�ve �_____�v °e�____� vee_____ ve°e�___ saeve�__ _�see°e� ___�veee ____�vee �____�se �soee«< _�soveo� __�svooe ___»voa �___»se �_�___�s o«____� 000«___ veoe�___ �veve�__ »sovoo� __�vvoae ____�veo _____�vo «____» ee�____� °oe�____ evoe�___ �sooe«_ _»ooae� __»vee� ___»veo �____�vv «____» eo�___» oo«____ veo««_ �vveo�__ _�v0000� __»voeo __�_�vee �____�so �ve°e��_ _�ve°ee� __»ve°e ____�vee _____�ve �______v e��____� eee�____ ve°e� v� _ _»evee� �e �.vee _____� �� °e�____� e°e�___ vee�___ �ve°e�__ 5� _»vee ___�e p.�sa _____�v e� � °e��___ vee��__ seve�_ �eevee _»veee ___�vee ____�se � ST . 13 + 2 —L— �ve°e�« _�vevee� __�eveee ____�vee _____�ve �_�___�v e��____� eee�____ ve°e�___ �veve�__ _�see°e� __�vseee ____�vee _____�vv �____»> °e�____� e°e�____ � ___�vee ____�se _____� ee«___ °e�____ vee��__ svee�_ �eee°e _»veee _�_�vee ____�se SKE = 0 D G. v o ____»se �_____» oe�____� 000«___ ��,.Q�P ,p� �.,� v �voe �____�va «___»> ee�____� vo«____ vee�«__ �aaoe«_ »vovoo� __»v000 ___»veo �____�so �vove��_ »sooeo� __»seoo ___»veo ____»so «___»s o«____� aoo«___ veoe«_T � P oO _»ovee� __�vseoe ___» o 6� E STIN CAST INPL CE W H SI LS B NK T g DGE �veee«_ »vveee� __�vve°e ____�vee _____�ve �_____�v e«____� eea_____ veee�___ �veve�__ __vevee� __�vseea ____�vee _____�ve �____»> ea ___� e�___ ve°e� v e� »evae _»see ___�vee ____�ve _____� ee«___ ve e vaa°e�_ �see°e _»veee _�_�vee ____�ve T P OF ( P� ` �i B N� HEA ALL (TYP) _ _ _ — — _ BA K RT veee« �vseee _�eve°e ___�vee ____�ve _�___�v e«____ °ee____ veee�__ veve�_ ��� _�vse ___�see �____�ve ____�_ a____ ve°e�_ _ e e e ___� ee ____ sv _____� ee«___ �{� v�__ savee�_ �vee°e _»veee _�_�vee ____�se . _-_ - -�" �� -� ----- --------- ---- --- ��- — •" � ; BA K LT WS ELEV. = 660 2 � seee« �se°ee _�aee°e ___�oee ____�se _____�e e«___- � � eee�__ seve�_ �aee°e _�sseee ___�e°e ____�ee _____� ee�____ e°e«__ evee�_ eeve� »� -�� f } _ _ _ _ _ _ _ _= �� _ �__ vee��__ �aaee�_ �ao°ee _»e°ee ___�eee ___»ve � ,,— __ ---- = — --- --- ---- '' '"� STRE B D —,, ,, — �veve«< _�vevee� __�vve°e ____�vee _____�ve �______v e«____� aee_____ ve°e�___ �veve�__ __vveee� __�vvaa ____�vee ____�ve �____»> ee�____� ve�__ _�°evee_ __»see� ____�vee _____�ve �_____�v °e«___� vee_____ vee��___ �ae°e�__ _�vee°e� __»veee ____�vee �____�ee ���� LOW FLO SIL S REAM BED INSE 2 FT �ve°e«_ _�vevee� __�eve°e ____�vee _____�ve �_�____v e«____� e°e_____ ve°e�___ � °a�_ � e _»see ___�vee ____�se _____� ee�____ °e�____ vee��__ va°ee_ �see°e _»veee _�_�vee ____�ve veve�_ _se°ee _�vse°e ___�ve ____�se �___» °e�___ °e�___ veee ve -� � _ _ � _ _ e _ � � _ e _ ___ � _ _ � _ < < > > _ _ � _ _ � _ _ � 65 EXCA ATE T D WNST EAM SILL LEV. DO OT E CAVA E D NST EAM �ve°e«_ _�vveee� __�eve°e ____�vee _____�ve �_�____v e«____� eee_____ ve°e«__ �� {�: e _»see ___�vee ____�aa ____,� ee�____ °e�____ vee��__ ae°e�_ �see°e _»veee _�_�vee ____�ve _�vsaee ___�vee ____�ve ____�_ °a�____ e°e�___ veee�__ �� �ae°a � ELEV = 657 65' � � «veee« �vveee _�evee ___�ve ____�v _�____ «____ ee____ e°e«_ veve�_ �see°e _�vsee ___�ve ____�s ______ e�____ °e�___ e°e�__ �lda � °�a�s�� ___�ve ____�s ____» e�____ ee____ ee��__ aa°e�_ �vee°e _»vee ___�ve ____�v � e e e v e a v e e e e e v e e e e v s e e e � � � � �, seee�� �eevee _�sse°e __»aee ___»se ____»s o��____ eea_�__ veoe�___ seve�_ _oee°e _�e�ae ___�see ___»s ______ ee�____ °e�___ �e°e�__ veva« �aevae _»see ___�vee __»>a _____� ee�____ vo�____ vee�«_ sasee�� �veeee _»a°eo _»>vee ____�s Z � � _ � _ _ _ � � _ � _ _ � _ e _ _ e � > > e _ _ � _ _ � _ � _ � e � > > _ _ _ _ � _ _ � e �� �.�� ��� �, w�� �� ��, �v000�« _�v0000� __�vvaoo ____�voa _____�vo �_�___�v o«____� aao_____ v000�___ �v000�__ __s0000� __�vvooe ____�voo ____»vo �_____» oo�____� 000�____ v000�___ �vooa�_ »0000 _»voo ___�voo ____�va ____» oo�____ oo�____ voo��__ aaoo�_ �00000 _»v000 ___�voo ____�oo �«,Z >�, N(A �� �� ��� 4Af9 H ��� �� � ���� � ���� � ���� � ���� � ���� WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS and 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 13+12 -L- 2 13'8" RCBC <0.01 40 12+g2 TO 13+22 BANK STABILIZATION 0.01 74 13+00 TO 13+23 DEWATERING <0.01 14 TOTALS*: 0.01 <0.01 114 14 0 *Rounded totals are sum of actual impacts NOTES: � � � � � �r �r s • � , ; : . ; : , , � _:� � � o ��► i . • � � • � . • • : � s � . : . . • ; �<< ■ �■r� r ■ � r � � ■ ■ ■ r:���� ■� ■ '��� ■ ���■ ■ � iA������ .#/� ■ ■ +� � e . - ' . . � ���. � �.. ��.■ ��. �■ i � � .Q■...r �. ... u.. .i � �� . .it.�.�. ��.,.■ , . . � F � �:, �i ' ■�i � � v , � . . . : . . ►� � • : � � � : � � • � ! «�► r'�c ; ■• ����R���■�� �■� �� i ■ �� ��� ■■ ■ �C�r■■�ru������� ■ ���1 ���� �i��t■�'� �� f � � �I � . . . . � . , �� . �� � �,f�� . ::■.:�,�5..,�..:. �� # � � ��C. ■■.. �. �. . .�■�►. ■ ■. ...■.�.� . ....�. �; . . ■ • • • ►t� �,. � �� , ........ � ■.. � �.■■ - ....■..�. .C■. ��.�..C.�...■■ �. �■� ..�G . .�.. � ;. � ��. � ,� � � ,F .... . 'CC.�C... ' ,.... ..... .�.. ..� G. � .......�.. ■� ■..C.. .':�. .� . � � �� � � � _ .�. ■■ �_ _ : _ . . �_ . . .C� ■ ■ . _ _ _ �� _ � .. - ; o , � Z '. �I � � • � r, , � � .;; , ,s. � ; ; �u�s r�� I�'! ■ ■ . . �1� �_ � _■ _ . i. __ `' � �. re s. . . , . . '�: �� ����� ;CCC� ::: �:::C =C �■� ��. ,., A. � �:C ...�.'C.. .C..■ ■�■� C . ■�:..■C.:C �. C� . / r � , 4/// , : �;. ��, � • .............. � �. , � � ..■..��■ . �.■.."��� x� �► u...C:.. �...�.��.�■..��C� :.. .........�EC.■. , C ... � �.�ti�� ..........�.. � �'R � ��. C .. � � �� .�.�r, � .:� ...■..'� ■..a�..�� .........�..■■ ����� .. .. .... . � , �t,�� �:�'� .� . , , . ��������������� �� � �a . �������� ��� ������ ��������� . ������,�r�,s �r���� ���� ---�� , �� . � � � � ���, � . �� ' ��'� �-�������� ��� I � �q. . ������ � ��� ������� ������� � � � ��������� � ���� ��� � ������ �.� � ���� 4'4���. ,� .. ��l � :��. �� ��� ���� r � .. �0 - . ������������������������������ � , ��.�� ��������� � ��� �����. � � �, � � �' � 4 1 g n i i G. �'. li } ;: ■ C■� ■ ��■� ■ • r. ■ ■�■■ ■��1�1� . � tit ���v;����■■■�■ 1■��■�■■■�;��■ ■ ��■. ■ � � ,' � 1�/,.t: , � � , , . : �°�� �/t1 � , � ��i�r C� i s . , ,t ■ ���■�� �-�x.��� ���i��iiii � C iii�rr■ri�u��� � .� � � � ► �'i��r'����a�������� ■ �■ ■ ■ ���s�■ ��� ■ �'� � �� �C� � ,� i .�, ,_ � � �'4I . 4 _ - _ ! _ _ _. � a , i% .�V��.����'��l�u�������������v��������� �'��������������������������t������ . . _ _. _ _ ���. �. .. _ . �r �� , � � _ . � ��r�� � ���������������� . ��� ��� �� �� �������r������� ������� ��� � , ��� � �■ � ������ ���������� � i i� ���■�� � ���� ,_ . . � g n� . ■ ■ �i ii� ��� �� p �, ; ■ ■ ■ �� ■ ■ �a . . . , ., � . _ �`, CC �. � �. . � .� �.... * .........■ ... .■� '` ��C� �:�::Q:C�� � .�'�C. .5 .CC C� ..� . . . . ... . . . . : �.. . .. , , ;;, . . . . . �.���iC�... ■..�r...� ..... �i.�. . io�..� �i.. � � ' 1' • • � • i ., . � ;�5��. �:. �ae.. �i ,ai �� ..��-�������.�� ����'����, � � ���� � ������ ������ . ������� � �. �� �. � .. ��� �� � ������. ��! ������ �i � � � ���� �� � , I ■■� �I� �■ ���~ �'■ 4� �t■� , �t� � � ,�. , � ' � C ■� C � . �::�.�..�.� � �. � � . . . ._ti�ei .°" � ,a ��. . .. r �������� �� � �� ��,.� � � . �..�..::: : , - . _ ...��.�.. ....C��►.�.�._ . � .C�:C.�S., r� � _�_ 1 _ . �' � _ . ������r��r! , ' •r:. j . � � � �A�: � �� � d ��r��r r,�� ���iv�■ ; � �� . ; � �� 1 ■ _�� , � i � � r n����� , � u _a... .. � ����r... ,. E .� �,r. ' .^'�� : ���� . ; II ♦ t 1 �i �"rt4 , ������r � .. rr c� �: , +�. .. �� � � ,, ye.* k ,r �i�� � . _ � . .��• ' � � � � � � �� � � ��♦ a1�ry , ;�� .0 ��x+o.� � � � f « .��. � ,� � , ■� .�.n ��a��� m � �+� • : . . . ` • e iiiii�■ i�� ° , . _ �i� ��■ ■ ■ ■ iCiC�ii � nC■��■ ��■�u■■� . - � � � s� ,� � , . . . . : : ' .. ......�. v . . . . ' . � �. . .�.��.C. .::..E '�C':��� ; � . � � � ■i'■��i' ■ � �. : , • . 1ri'`' � ' ■■ ■ � ■� ■■ ■1■� � ■■!■ ��y� � s . . • : � . � � • .. � : ��r�■�■■ .__ � ` . r Y rb -... _ '' . � 1 ' � . . . • �■A■ ���!'���.Ar���r■ � i�■r�a� ■��■�►J!J .. - - i� � �n s i y , � � : . • . . • ■��■■■■■ '� • • � l ■■��■ \''� . ■�■�n�i'���� /■�■ r�� ■ ■ _ �■��� ��� rM �' e� o . . * . , � � � � ����■■■�� ! � �� : .. � ! �■ ■■�� A�� : . �� . a o s 1�����u��■ ��� ���rr���� ����i��■■ ■������ ■.` � . , .. . .. . : . ; . . � C' C ■� � r � • � : � °ti` ��������■f�� n�r�T. 7:. ��l', i �'!�� �1 ! A1 !I!i 1 0� 1■■ ■ ■■�■■ �� �����■■ ■ ■�■ � ��i■ �"� ■ ' � r ! .` � � � � . . , � : , .... . , . : �r . , �.�,���� - � , � � ��.��'� �.� ,° ,�� . ■..■ .. ■..■■C.� ..■..■.. ■..■.� ■..�. ■.■LC■■C�.■■ .,� r■C � � .� : � .:. � • ■�■■����W w. .. � � ' ����■�■�■■■ . � •-<' � � � � y, ��`' ► '�'� ::.�. �...�. C��. .�. _ _ . � �� ��. ....�...... . ��a'�C:�: ::: �:�� ....... � � . � . � - ��� �� � �-���i :�.�.��..C.�=.�. ■. ....� . , , , x��:::C:C::C .� .�: ...■. ....�. � �'� 'D��':�'���' , C �► : , . , . . �rr ,�: - �C�..�.... . , , � ..� �.'C. '� ..C�■ ■■■ .... .�. . �. ..��. . :�'�..�� � , � � � . ; `� ���► ::::,�.'::::::���:.�...��..... , : � r . �; .�C=...aC'��..��.�.�...�...�...�.C..��.. .��.�..�.�. �.�... � . ...,� . ,, . ,,� . �..ri , ; ' �s i j � ��������r��f/�ni�n��i���i� . ', � �'i ��� "� . M� �r■ �! r�� ■�t� � r��. n'����AN� � � ■ ■ � ` � ■ ■■ ��� , . ,��i4' /..`.. : , , . .� .■..■... .■.■.■..■ ■ ...■.. , rC.���.�'� ���■ .f.� .�. ■ .�C.C:C..■p■ .■�...'�� �CCC. ■ .� ���■ , i■■��■.0 � .i/ ,.�►�;���► �/1 . . . . . ii�� ���i■������� riur■�r� � ������ �� ■ ■ �����i■ � � ■ a ■■� ■ �i�i�r ■n��w �� � ■ ■■� �► :-� ��■ i��_ �■�r��� ►r �y���•� - �- . .■■�C.......��....■ .. ....■_� ■ ...■. C..� �.C....,�� C:.�C■� .�.0 .. .��. �w... .�.0 C.S . .t. . . ..�� ...0 � .. �� . ; �� � s � � �o..� � . ; � ; . �. : . . .. ..�. ..C..E�. �.0 ��...� �E�.. �. .. ��. _ . � � ` ,� :C�.�E :� ::'' .:.:.o: ' .:s�� � � .� Eo = . �. ... . .� � . , � , i . . , ;'�� .. .. ...�.� . � � �. �..��:'�3..3�..���.��� ..�:�o...� .E s� �.���.E� ..��..� ���.�� 9a�.�� �� . �.�����: ........ . .... ..........��.�....� ......�.......................��.�......�..�....... ... �.. .... .. . .�.....� ' s�' ` '`�"�`�����-� -- �iiiiii' �iiii�i�iii�i'i■��iiiiii�iW � uiiCiiiiiiiiiiiiiOiCiiiiiiiiiiiiii'ii�ii�■ii'iiiiiiiiiiiiiii�iiin■�v■i�ii�vii���■ii�iiic' a�,` ' � _ ■ � � ` . , . . � • . , `•"�#/ mr■■�■■��■m���■��o■��■r�������� ■ i�����■������rrw� ■ :n���r�■����■���r■■�■�■�� ��■��r�■���■��■ ��� ���■� ■ _ ■■�■ ■ � ' ►��ti► .�. ..... .... ..... ...� ; . : : � ,. i�C'��iiin��'■ ..■�C CC n��m��u �������■� �■� �■���■r C '"�--',� � , ; , . . . � . . . ...........��'���■..■■■■■■�.■ C C ; � � C■C■�■■■ ■■■��ii�■■.oi�■■■���■..�■■�■■ ■Q��. .:■�ii i■ii...■.�.i.■�■� ■�■�ii■■��■■■■�■w■ �u■ �a =.�."'i��� �`�i� ' �: � ; , n ; � r`i► �':�' :'�::��:"::�:: :C�':.'::: ::�::::::::O:C�::�'.:-"�:'�C�'��' ::�'::::..�::'.�:. — ...C... ���■ �q� � '� b o � ._ ; 'r �� � � ...� , , �. a � ■ ��;■■■■ � . '��� � �■�����������.��:��w������ ��� ■� � � • ::r . . � . .. . ..: ���� �� �`.. 1� � �... , , ■: ■ � ■ ��■�■�.■� � �r�� �■. ■■ . •. ..y�.. .�.. . . .. . .....�C... .. . . � .......��......� �.��� ��...�C.■.�C ... . �..�. .=C . , . . . � C ._..�� - � � � r. r , . . , . . . . . : CC� ._ _ :� . ri ... _.....■.......=C.........�.. _ ����..��_ : . ... : :. ° . � � ; .�....■.�- . . � .:_ , _ , , . ... ,� _ . . . . . �i r�����rr�ir��iii.���pii � �:�,r a iipi���iri' i�*� �'� ; , ,, � '�;� � � 1 ' . . .� .', . : . ; . . . .. , � . . . ` �i�i i� � „ �, : .:_, w� 1 . : :C' _:. ��C:' :.....�.r..r ; . , .. .. �;� =��7 �:������ � . �. � . .... . .� .. : . � '�9 . ��. .. ... � �.� .�..�.. ��.. .. . . . . : � � . . : . : . .� . . : _ �..�:.:` � � . � . . . .... .. . � .., ' , '• � • . . � r ,� � � ■��'����. '.����� �� . � ����. ��� � � j .. � ` ! .. . .•, e. ..•+ ' � . . a ` s.�. , � ■� ��� n. � �a. � �■• � I� � :: :_ :C::C. ; : .; �� _ �C�► .,.. .. . : .. . .. . . •,:::� � �, �:::� :C ' �� � ' � ■ �� 1. 1��4 . ■ ! �� � �'i ■ � ���� ■ ■■ ■ i � 1 ::.: �� ' � � _ . ��:::' � - � ` .. . `. .�. - ' �i::: ::�.. ': �. ..C. :::::�:: � i __ _ „ ■m I +_ � ■� � ■����� ■■ _ �■■�■��■�■■��■ _ _. � r �'� A + y�'�. � � �. . .. �. .. . .� ��■�■.■ ■. .■ �.■.■■■■ �■■ .. ... ._. �'■� w ��.�� �� . .. . ■ � � .■ . ■ .■■. �� ■ ■ .■■■■■ ■ . , — . ., . . .. a '' . \ �.� �� ....�■� "'�0� ... .. .� � ,Y� ... : . ,.. . . . C = � C: �. ....�.7. .� �.. . . .. . ��� .. .. . .. ����� . ..... � . v ■C•� . ',�--_- ..�.....�. �.� .�...�.�..�... .., _ - _ . .,,: . . : . � . . e s Q Q ' � • _ � _ � j �� �� � � � � � � � ' "''•_ ■� ■■�� ■ ■ f`■�1 ■��1■■ � , ' ' � � � f � �� � . � � ■ .O.s•,..- .,�..,, �� � ������I� ��� ��������. i . � . • : ; � — ' � �� ._ �' �.� :� `j�, � N � �- �������� li ��� ■ ������ ' ! ����� . . � . � � ��1■n ��� . � i■!� ■��, �: . u ..,.- •..,,, ' ■■■��■■■�■C� I ■ ■■f■���■■�■�� _ , . _ ��1 ■� ■ .� _,� ��■■\� _ _ _ _ . ' _ ■�■■■��■�■�� . ��■�■f���■����■� w... � . ,, �, ��'� . .�.�..:C:: � . : � • � �• : : . : � � .�' � ' ' ' . ',� �� r ,, ; _ , . � � , , � � ���� �,� - . �; : �� � � ,�. �� � ' � � . � ` � �.Y�■�.E ,��. 5...� .0 , V� _ � ' � , � . : . . , , . :, ` , . .. . �:. ■ � i. .�.■.. i i� �. ��. o: . . ..... . �. � � E • . . . �. ; ,� ' ' ". � � � , II�I y . . - . � � . , ; � � ..t. � ; � .. ' : i::��� . � �a`■� . "��..� ' �:C::i ..�i ■ :�■■� ■■�■ .■■ ■ ��.■■■� ■�. . . � ■■�. ■r■ ■ �� ■: � . . . �, � , , . . . � � � , �■ ■ ■ �� ;,n* . � r�� ■ ��// ■ ■�■ ; ���� ■ �ffr�H ����� :.. . , . � � . ■. _ . _ _ - - - - -- - _ . - _ . __._ _ _ ; _. _ � __ _ . .■._ . . .�....._ .. ..LL� _. � �� � � � �� � ; ; i , � , _ � . � . .. .. .. ' .. " " " " " " " " �' � """"""" � � .. � .. � .. � � .... R � a .. � � ... � .' . " """ "" " "" """ " " " " " """""""" """"' _ """"""""""' .... _ .. � � .. � � e ". "' .. " " " " " " " " "' � " "' � " " " "' � " " " " " " " " " " " " " " " " " " "' .. . _ . � . """".. ""' _ "" " """" """" """ ` � . .. ""' � " """' � 1" " � ". " � "' ..' � ' . �' .. " ^ . . � .. � . " " "" " " " " " . """ ^ "' . . � — . r . . .. . .. . .. . .. "" " " "' .. "" """""""". .. " " "' . _ .. _ . . _ . .. � .. � .... e � .. . . . � . � � .. � « � � . . ,. ., . S�TE DATA ; : A�DITI�}NAL INFQRMATlaN AND CONIPUTATIONS ; USGS STREAMSTATS & QUAD MAP CHINA GRQVE & Cc�NCQRD � ; ��'`f , Drainage Area ----------1,46_SQ._Mf.._.,x___..----- Source -------------- ' ; -------------------------------------------------- � ; CU�.VERT 5URVEY & HYDRAULIC DESIGN REPORT � � �� � ------------------------------------------------------------------------------------------------------------------------------------- � River Basin .------._..YAD�lL���:R��.._----------- Charac#er _._-_._.___.URBAN.---......----------------------------- � ' � ; N. C. aEPARTMENT OF TRANS�'4RTATION , . � Stream Classificativr� (S�ch as Trout High Quality Water, etc.) _.......�!'�S:IY CA � a : DIVI510N OF iiIG�IWAYS ...............................................�_._....._._..._..._.---------------........---._.-------------------------------�.._. , , �_................._.......--------- : o ; � . . Y RAULICS U IT bA = 1.d!_ 5�_1l�4_1_4°�Q_.�.MPE�VIQU�---------------�_._ ; Data vn Existing Structure ----1_�._2b_2_ PPC _�HANNEL�,, PPC _�AP�ON� TI(�„B��..P�,4�$..---------.._.......----..... ; V ; RALEIGH, N. C. ;. UR8,4N 8L11E RIDGE-PIEQHIONT � 7o#al Waterway Opening __�ih3-----.__s.f. Waterway Opening Below �QOyr. WS Et.---163-------s.f. i C� p: ------------------------------------------------------------------------------------------------------------------------------------- , . , USGS FACT SN�ET 047-00 ---'----------+ +-------------------------------------------- ' Debris Poten#ia9: Low❑ Maderat�� High ❑ UPSTREAM 790122 1@ 3]'; PPG CHANNEiS, ^�°* � I D �lo. -- SF-790353_. ProjeGt No. ._------- 176P_9 R_62 _______.__ f'roj. StatiQn _. 13+12 .L- ----------------------------------------�..---------------ti------------- ' � � ' • • -___ ._ _.._----------- L1.739 o.6as ; Data on Structures U ar�d Down 5tream ---- -- ------- -- CAP! TfMBER_PILES-----_-----__._.......___.__ ���o� � Coun ._R�WAN_--- - Strearn ______�T.TO_ CO�p__WAT�R_CREEK--------------------Stru_ No. __7`1����_ � r � ----'^' , U = 33.3- (�Aj---_{IA) __.. ___ 214 C�S (210 CFSI_...._----- � : '1'� cn ; �--2---------- -...._._--�---�-•�---------------------------------------------- ------ ------- a.nai o.s�z � _.__.__. DOWNSTREAM _2_�__7`X7'_RCBC__PR+DJECT_I_�802A_.$TA 449+�2- =L=------------------------------------------ ' o�I' O U � i8.9 �DA� _ _(IA)----- ---381 CFS 380 CFS} ; - -- � � u, � n Highway----SR_�3h4_:�U�iK�Y_RQ __ Between -------SR_1352$-------_ and -------GARA[�ftU�_�QUN.TIC_1.lN�___ --.5-........... .-- - - ---"-----�_ _ _ 1...-`---.�------------------------------------------------------------------ ; � � � i1.655 o.s,s --- , Gage Statian No.-----------�"--- Period of Records - y ; . , _________________ _______________________________________..__.. rs. :� U; Recommended Structure 13:X8' RCBC CAST IN PLACE AND BURIED 1' W1TH A 1' SILL IN L�W u = ��a �o,o,Z----tA�---- =-- 5��.c�s �5oa_c�s�-- � : , � , -- �--�--- -- - -- - - . . .. . .. - - ---._.. �4'_--""'- -""' '-'_-"'-"'.�...�."""""""""""""'�...'""""'.....,.,...,... "' ' . 0.6�, U.436 � Max. Dischprge.._�_________ _______________ f.s Date - ._ Frequency ._._._ �_.._._._..._._ �°�: FLOW BARREE. AND 2' SILL IN FLdO�PLAIN BARREL U= 228 rDA1 IA = 784 C�S r$OU C�55 �. ............................ .......---...---------------•-------_._---------------------------------------------•-----------------------------------------------• ---�----------3---i---�--�--------------------L_.-------J-----------...------------------------------�------------�-----��----�----- ; ' : N � : HiStor�cal �f�ood Informa#ion: BRIDGE H,4S NOT OVERTOPPED � 0.692 0.396 , � i -U� _--�96_�DA�.__ �1A}-,---_ 975 C�5 �950 CFS�-------------- : S. SCOTT CORNATZER-ROWAN CO. Period of ;� : Recorramended Width of Raadway__2�'_SHCJULD�R_PQINT_TO_ SHpULp�R_P{�IN7 5kew ....._9_Q._4�ra.•......----- ------------------ ----- ---------------.----_.___._._....----------------------..__. ; Date ------ Elev.--------._ft.Est, freq. yr. Source BRIDGE MAINTENANC� SfJP. Knowiedge 23 yrs. � s'"� - -------- 0.543 6.358 . ------- -------- � _"'-"'-""""""... _.�.."'....... _.. U= 374 DAj (€A = 1067 CFS 1]tl0 CF5 Per�od of � ; R�commended locatian is (Up ownJ $trepm fram Ex�sting Crossir�g.._____________________________�__._.. --�----------�----------�---------------------�----------�-------------------------.._._.___._------------------------------....._. ; ; � . . �t� p . . . . Da te._._._._._._ El�v......___. ft.Esi�. Freq. yr. 5c�urce ------------K�aowEedge , . ........ .............. , ar ---------------- _.....--Yrs. , -------------------------------------------------------------------------------------------- - ' �. Statewide 7ier ❑ Regional iier ❑ Sub-Regional Tier � - --------------------------------------- � " , Allowable HW Elev..______��NTA�N.OR_IMPROVE_ LUS �. Normal Water Surface Elev. ___66Q.2 �. ; � , -------- ------- � CI ; AERiAL ; o, Bench Mark is BM__#1 �$'_RT__BL= STA_7+14.fl0_ WR___ ------------------------------------------------------------------------------------------------------------------------------------- ------ - -------------------------------------------------------------- ; Manning's ro: Left O.B. ___0_��_,__ Channel __a•_a�_._ Right 0.8. � 1�____ Obtpined Frorr� _PIiC;TOGRAPFfY_ ; ; SPIKE SET IN BASE OF 30" POPLAR TREE , ; , , N � ----------------------------------------------------------------------- E ev�. ---- i0,05----�'• Qatum: ------------- $$----- -------------------------------------------------------------------------------------4...-------------------------------------------- ' Flaod Stud /Sta#us F � ; Y .............�lL?7_JL�l---�MA_F4QS�D _�T�lQY-------------- �loodway Established? ------ _----- ; � ; ' With Without ' ---------------- -------------------------------------------------------------------------------------_. , ------------------------------------------------------------•----__.._...........---------------------------------------------------- , Fioa�c� 5tud l(}Q r. Dischar e c.f.s.; W�lev.• Floodway - �t. Floodway - � ; e p rary rossi g � Y Y � ----, �..._ S • .---- --------- ' ,Q, ; m o n -----------------------------------------------------------------------------------------------�..._......-----------------------.... � ---------�-�River Station ? � °i.°; , . , �� .� ; ; DESIGN DATA � ��.�'� ^ � �., � �,,�. ti�, �� � t� u^ ,� � w 4 �Q° �' ,4 � 'j�' � <��" i�a '4 Q � Y � ���,� �� r� � � ��� �Y 5 q,��� '� "k ,y4, f x � � �_'_'_'___""___"_""'."'___""""__"._"'�"_""�.'..."""�".....""".".......""'_a""""'.""""""""'.""....... _ ��F � ' ,'.�'� � t�_!'. r � � G'r �'e . �. +� ��.. � �, 4�a��..�'� . . . . .,'':�� � � . .. � h.�'V� . , . . . + " ,I Hydrological Method---------------------4��S.�A�T_�t����_�R��RQ.._._.__....-�----------•--------------------..._._._._. ; „ � � ' �,�i�, x. � �.;_ ;� w . i;� �,. , x ��, *�* , draulie Desi rs Method ____. ..V_ t ~ � '���� ------------------------------------------------------------------------------------------------------------------------------------- � , „� , ���, My g _��=BAS �4.].Sk�w.c�ldYYu�:Cre���r.pr�--------------------------------------------------- ; �� ,�� ` ;, � ti� --------------------------------------------------------------------------------------•---------------------------------------------- 'p'�: 4 � �' �rrr„� et._ _ ;._;, �' _ � Desi n Tailwater � 6.3 7.Q 9.7 13.26 20A � � ; � �'�' �: " '� � . "'� � -----------------------------------------------------------------------------------._. � 9 �iQ -------------��� 'Qz5 ----------..fF., C�So...-------��%Qioo-----------�•% QSno ------------.._�t. ca � ti� �' '� �! � ' ----------------------------------------------- v� � .. r. ; ., � . , _L_ ----� --�.' r, ' . ----------------------------•-----------------------------------------•------------.__..---�----------------------------------------- Q Remarks , ...,- � . , � , _ � inlei Control i?�tlet Control � �� �+ i. � H,W. dc+D h L5 H.W. � v� � ,,;;Y,. . .. .:.. ...:: :....��r _ ,,..�. , ,� .- ;. .,,� � Size & Type {c.f.s.) Ke HWiD �, d� o H Q �p,} p . _ � --•-------------------------------------------------------------------•-_..-----..___....-------�------------------------------------ , � } 2 , Z ��"!� - . _, - . , �i' ry � _NQTfS=-------------------------------------------------------------------------------------------------------------------- D�SIGN FQLLOWS SUB�tEGION,A�L T�ER GWD�LINES. iHfS F'RQJECT COMP�.IES WITH L4CAL FLC?OD PLA1N MANAGEMENT REGULATIOhJS. N� STRUCTUfiES WILL BE ADVERS�LY IMPACTED BY THIS PROJECT. " -� 4..��.^_����.. ................................�._.._.___.__._.._..._,___...___._._..._._..._............. DE51'GN MAINTAINS /IMPRQVES 1q0 Ylt FLOOC3 L�WEL5. ■ � j � . ■ ► �, l►L �' _�-�l�-���� _■--1��..�� _■-_�-_.■-_ �s a Floodway Revisian Required? -- N�:---------------------- Yotcrl Proposed Waterway C7pening.-----�69--_-_--,s.f autlet Vel�city (V�o} --------- 4� ------._._af.�s.s. Natural Channel Velocity �V'�aj -------------6.5 -----------.f.p.s. Required Qutlet Protectian ___ CLA55 'll' RIP RAP INFORMATlC3N TO BE SHQWN ON PLANS WS �L. 7aken @ River Stption 1067 D�sign: L7ischarge ----#�DQ_._... C.f_s_ Frequency ._._._..__.2�._._..._yr. �fev. fiG5.8 ..ft. -------------------------- Base Flood: Dise#�arge _--_110U._ _�_ c.f.s Overtopping: Discharge ----95Q.---.. c.f.s Freq�ency .------.. 100l.----- Yr. Elev. 671.83 ---._._. ft. Frequency ---------�? .+.------.yr. Etev. ---------.l�b_$.9 ___------.#t'. � i �'� � ,� �� i� r r:' � ::�i � � "yf . � � � .:. � �,�� � , ��'_ . � . :,: . ��'��� � __ ' _. _ Designed by: .EL�Z�BETH..iL�Z� G. �6NATALE� PE Assisted by: .pAUL_SHEPHARD . � FI.aW ` Project �ngineer : . ELIZABETH._[LIZ].G_ DINATALE PE --�--------- Reviewed by: � �.1�E --------- - -------------- -------2�J����-- , �� :s, . '? �,� � � � � .'�� s�� m.���� .•��'�+��+��`.,�C=� �rsl����i'• . . 0 • � O .- ° •- Date 29/1016 ;.+ Z.�QEESS/p�; y��.�•: -------------------- � : - , ���ca SEAL �� �� ;�� ; �Q��1� ; _,� : ;= � ,'�'��8�°F'�GI N��"�������,'' •••........ • 025�iNad� rA enueCvnst�u8gnedbY� ,,,�!,•� ��II I11��`',�,I• Rolaigh, NC 27605 � -, ,- 919-789-9977 4� '---"^ 2/9f 2416 Lic. No.: C-2197 ��%����'- ��1�1.1�.1 ' I l. � . : ' � i : �. !. -�. � - - e 11._ ' � I I . ... : � 1 .I _ 1 I 1 Federal agencies should use this fartn for the aptional strean�lined constt�tatian framework for the northern lc�ng-eared bat (NLEB). T`�is fxanaework allaws federal agencies to rely upon tk�e U.S. Fish and Wildlife Service's (USFWS) January S, 2016, intra-Service Progranunatic BioPogical Qpinion {BO) vn the fina14{d) rule for the NLEB for section 7(a}{2) carnpliance by: (1) notifying the USFWS that an actiQn agency will use the streamlined framework; (2) describing the project with suf£'icient detail to suppart the required deternunatian; and (3) enabling the USFWS to track effects and determine if reinitiation of consulta�on is r�quised per SQ CFR 4(?2.16. Tlv.s form is not necessary if an agency detern�ines that a proposed aciian vvill have no effect ta the NLEB or if the USF'WS has concurred in writing with an agency's determination that a proposed action may affect, but is not likely to adversely affect the NLEB (i.e., the standard inforn�al consultation pro�ess}. Actions that may cause prohibited incidental take require separate formal consultatian. Providing this information does not addr�ss section 7(a){2) compliance for any other listed �peeies. Information ta Determine 4(d} Rule Compliance: YES NO 1. Does the project occur wholly outside of the WNS Zone'? ❑ x 2. Have you contacted the apprapriaie agency� to det�nine if yot�r project is near X � known hzbernacula or maternity roost trees? 3. Could t�e prnj ect disturb hibemating NLEBs in a known hibernacalum? ❑ x 4. Could the praject alter the entrance or interior environment af a knovrm � X hibernaculum? 5. Does the project remove any trees within 0.25 rniles of a known hibernaaulum at � � any time oi year? 6. Would the proj ect cut ar destroy knawn occupied maternity roost trees, or any other trees within a 1 SO-faat radius from the ma#ernity roost tree fram June 1 ❑ x thrflu Jul 31. You are eligible to use this fort�. if you have answered yes to question #1 g�yes to question #2 �,na to questions 3, 4, S and b. The remainder of the form will be used by the USFWS to track our assumptions in the BO. Agency and Applicant� (Name, Emai1, Phone No.}: NCDQT Division 9, aeuliss@ncclot.gov, 336-747-78Q2 Proiect Name: Replace Bridge on 353 on Turkey Road {SR 1349) in Rowan Caunty Project Location {atzclude coordinates i�ktaown); 35.505213, -80.560224 Basic Project Descx�ipdan (provide narrative belaw or attach additianal informa.tion}: Replace exis#ing bridg� with a 2 barrel, conerete box culvert 1 http://www.fws.gov/midwest/endangeredlmammals/nleb/pd.f/WN52one.pdf z See http:/fwww.fws.gov/midwesdendangered/mamtnalslnleb/nhisites.hEm1 3 If apglicable - only needed for federa3 actions with applicants (e.g., for a pernut, etc.) who are pariy to the consultatian. General Project Information YES NO Does the project occur within 0.25 rniles af a�novvn hibentzaculum? ❑ x Does the proj ect occur within 150 feet of a known maternity roost tree? ❑ x Daes the proj ect include forest conversion4? (if yes, report acreage below} x Estimated total acres of forest canversion 0.18 acres If known, estimated acress of farest conversion from Apz�il 1 to Uctober 31 D If lenown, estimated acres of forest canversion from June 1 ta July 316 B Q Does the project include timber harvest? (if yes, repart acreage below) ❑ x Estiin,ated total acxes of timber harvest If lrnown, estimated acres of timber ha.rvest from April 1 to �ctober 31 If known, estim�ted acres of timber harvest from June 1 to July 31 Does the projeci include prescribed fire? (if yes, repart acreage below) ❑ x Esti�uated total acres af prescribed fire If lrnown, estimated acres af prescribed fire fram April 1 to October 31 If knovv�n, estimated aeres of prescribed fire frorn June 1 ta July 31 Does the project install new wind turbines? (zf yes, report capacity in MW below) ❑ x Estimated wind capacity {MW') A�encv Deterrninatipn: By si�ning this form, fihe action agency determines that this praject may affect the NLEB, but that any resulting incident�l 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 determination is informed by the i�est available information and that its project respansibilities under 7(a)(2) with respect to the NLEB are fixlfilled through the USFWS Janua,ry 5, 2416, Programmatic B�. The action agency will update this t�etermination annually for multi-year activities. The action ag+�ncy understands that the USFWS presumes that a11 activities are implemented as described herein. The action agency will promptly report any departures frorn the described activities to the appropriate USFWS Field Offce. The action agency wi11 provide the appropriate USFWS Field Office with the results nf any surveys canducted for the NLEB. Invalved parties will pramptly natify the appropriate USFWS Field �ffice upon finding a dead, injured, or sick NLES. Signature: Date 5ubmrttetl: i � ( � ° Any activity that temporarily or permanently rernoves suitable forested habztat, incl�ding, but not limited to, #rea removal from developrnent, energy production and transmissian, mining, agiculture, etc. (see page 48 0� the BQ). 5 If the praject removes less than 1Q trees and the acreage is unknown, report the acreage as less than 0.1 acre. 6 If the activity inclucies tree clearing in June and July, aiso include those acreage in April to October. Mitigation Services ENVIRONMENTAI OUAl17V December 5, 2016 Ms. Amy Euliss NCDOT Division 9 Environmental Officer North Carolina Department of Transportation 375 Silas Creek Parkway Winston-Salem, North Carolina 27127 Dear Ms. Euliss: Subject: Mitigation Acceptance Letter: PAT M�;CRORY Gavt�n�r�r DC)N�LD R. VAN DER VAART .hs� r.,,f�y.�. Division 9 Project, Replace Bridge 353 on SR 1349 (Turkey Road) over UT to Cold Water Creek, Rowan County; WBS Number 17BP.9.R.62 The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream mitigation for the subject project. Based on the information supplied by you on December 5, 2416, the impacts are located in CU 03040105 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Ft.) 03040105 Non- Coastal Cp Cold Cool Warm Riparian � arian Marsh Zone 1 Zone 2 Impacts 0 0 40.0 0 0 0 0 0 (feet/acres) *Some of the stream and/or wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. This impact and associated miUgation need were under projected by the NCDOT in the 2016 impact data. DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincere , James . Stanfill Credit anagement Supervisor cc: Mr. John Thomas, USACE — Raleigh Regulatory Field Office Mr. Dave Wanucha, NCDWR — Winston-Salem Office Ms. Linda Fitzpatrick, NCDOT — PDEA File: SR 1349 — Bridge 353 — Division 9 Sta[e ofNor[h Caroli�a , Environmental Quality � Mitigation Services 1652 Mail Service Center � 217 W. Jones Streel, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 T