The URL can be used to link to this page

Home My WebLink About20170807 Ver 1_404 and 401 permit application Br 315 Rowan_20170630.-�`STATMh°''�, tr 'a` wym Ha � C �,� E q�'sn ? qy�^ I �`� � ,. ��a S �J ,R s �au��.m° x 4 �Ru.wu�oE°�: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR June 23, 2017 Mr. James Lastinger US Army Corps of Engineers 3331 Heritage Trade Dr. Suite 105 Wake Forest, NC 27615 JAMES H. TROGDON, III SECRETARY SUBJECT: Nationwide Permit #14 Bridge No. 790315 on SR 1225 (Patterson Street) over Grants Creek, Class C, Rowan County, NC, WBS Project No.: 17BP.9.R.62 Dear Mr. Lastinger, This is a request for a Nationwide Permit 14 for the replacement of Bridge No. 790315 with a double barrel box culvert (2@ 13'x 9' RCBC) on SR 1225 (Patterson Street) over Grants Creek and bank stabilization of an Unnamed Tributary (UT) to Grants Creek (Class C) in Rowan County. Attached are the pre-construction notification application, vicinity map, soils map, topographical map, and permit drawings with the project study area called out. Other attachments include the mitigation acceptance letter from Division of Mitigation Services (DMS), the stormwater management plan, the culvert survey report, the No Histaric Properties Present or Affected Form' for Historic Architecture, and the No Archaeological Sites Present or Affected' for Archeology. The project will permanently impact 203 linear feet (45'-culvert, 158'-bank stabilization) and temporarily impact 391inear feet (dewatering) of Grants Creek and its UT. 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 fram 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 to expedite the establishment of a natural stream bed. The culvert site will be dewatered during construction in accordance with NCDOT's Best Management Practices. Additional construction activities include the relacation of an overhead power line and a new waterline using trenchless installation approximately 20 feet upstream of the culvert inlet. No impacts to Waters of the US are proposed because of the utility installation. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION 9 375 SILAS CREEK PARKWAY WINSTON-SALEM, NC 27127 Telephone.• (336) 747-7800 Pax: (336) 703-6693 Custamer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 375 SILAS CREEK PARKWAY WINSTON-SALEM, NC 27127 The USFWS lists Schweinitz's sunflower (Helianthus schweinitzii) as endangered, the Northern Long-Eared bat (NLEB-Myotis septentrionalis) as threatened, and the Georgia aster as a candidate species for Rowan County. Habitat is present in the project area for Schweinitz's Sunflower; however, a November 12, 2014 survey revealed no presence of Schweinitz's sunflower. Consequently, it was determined that the proposed project will have `No Effect' on Schweinitz's Sunflower. A November 12, 2014 survey of the project area revealed no suitable far Georgia aster. Summer roosting habitat does exist in the project area for the NLEB. Anticipated tree clearing impacts for the project are estimated to be 0.14 acres. A July 31, 2014 survey of the existing bridge revealed no presence of the NLEB. The project area falls within the range of the NLEB and there is likely tree cutting and/or percussive activities associated with the project. Consequently, it is deternuned that the project `May Affect, not likely to adversely affect' the NLEB. 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. The final determination regarding the NLEB biological conclusion will be deternuned by the USFWS in consultation with the USACE in accordance with Standard Local Operating Procedures for Endangered Species Act Compliance far the Northern Long-Eared Bat in North Carolina, December 2016. Bald Eagles are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. A field survey of the project study area was conducted on January 14, 2015. No species or nests were observed. Therefore, this species will not be impacted because of project construction. 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 Pernutting Unit Supervisor, and Dave Wanucha, DOT Project Coordinator. Please charge the application fee of $270 to WBS Project No. 17BP.9.R.62. 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, DocuSigned by: aw�� SS CB5 51 ,5242448... Amy u iss 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 Mezak Tucker, P.E. Davidson Resident Engineer —e-copy Phil Suggs, Division 9 Roadside Environmental Engineer- e-copy Beth Harmon, NCDEQ-DMS, e-copy Eileen Fuchs, NCDOT Priority Projects Unit, e-copy o��F W krERQc � � > �, o -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 1d. 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. 790315 on Patterson Street. 2b. County: Rowan County 2c. Nearest municipality / town: China Grove 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state 176P.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. Agent/Consultant 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: 35.573449 Longitude: - 80.589867 1 c. Property size: 0.33 acres, 2401inear feet (within project area) 2. Surface Waters 2a. Name of nearest body of water to proposed project: Grants Creek 2b. Water Quality Classification of nearest receiving water: C 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: 132 3d. Explain the purpose of the proposed project: Replacing a structurally deficient single span bridge with 2@ 13'x9' Cast-In-Place 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 is a new culvert 2@ 13'x9' Cast-In-Place RCBC's on a 90-degree skew. The channel will then be excavated and realigned for low flow shaping, and a floodplain bench with stabilization will be established on the left bank. Water will be diverted around the work area during construction by installed impervious dikes upstream and downstream of the existing bridge and use of a temporary 30" pipe and/or 5-foot base channel with liner. 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 of jurisdiction Average stream Impact number (PER) or width length Permanent (P) or intermitte (feet) (linear Temporary (T) nt (INT)? feet) S1 P Culvert Grants Creek PER Corps 15-18 45 S1 P Bank Grants Creek PER Corps 15-18 62 Stabilization S1 T Dewatering Grants Creek PER Corps 15-18 24 S2 P Bank UT to Grants PER Corps 9-10 96 Stabilization Creek S2 T Install Bank UT to Grants PER Corps 9-10 15 Stabilization Creek 3h. Total stream and tributary impacts 242 3i. Comments: According to the permit drawings, there are a total of 202 linear feet of permanent impacts and 39 linear feet of temporary impacts to Grants Creek and a UT to Grants Creek proposed for this project. There is 1 ft. difference between values reported on permit drawings and PCN due to rounding. 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 0 4g. Comments: N/A 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 Sf. Total 5g. Comments: N/A 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surFace area (acres): N/A 5j. Size of pond watershed (acres): N/A 5k. Method of construction: N/A 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 0 0 6i. Comments: N/A 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 0.30 %, matching the existing stream bed slope of 0.30°/a. 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 storm water 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: 45 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. N/A 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: N/A 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? 50 % 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 government's 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)? 1 c. 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 26 .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) 5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? US Fish and Wildlife and NC Natural Heritage Program Data for Schweinitz's sunflower. Surveys were conducted on 11/12/14, no sunflowers were found. Surveys were conducted for Georgia Aster on 11/12/14. No individuals were found. A nest survey for bald eagle was conducted on January 14th, 2015. No eagles or eagle nests located. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ 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 County 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 governments 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 resources? See attached Historic Architecture and Landscapes "'No Historic Properties Present or Affected' Form" and Archeological Resources "No Historic Places or Archaeological 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 is in a FEMA Detailed Study. The Project will be an MOA Type 2a. For more information please refer to the Culvert Survey Report. 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps. DocuSigned by: Amy Euliss aw�� u.uSS 6/23/2017 cBSses,oszazaae.Applicant/AgenYs Signature Applicant/AgenYs Printed Name (AgenYs signature is valid only if an authorization Date letter from the applicant is provided.) Page 10 of 10 ,�!^�a��■ {A �� 4'y�+�►� � ��f �� r� � �: ir�� r-_�'�i ��rf�s ��`�.�� M�� i l` aow�n�co Project Vicinity ; �RoflR �T �f ; ,�+1ooresvine �hir�a � ov� Lanc s ornelius ntersvifle N isc�y 3 •Kanna�olis Concord• � E N G I N E E R I N G & C O N 5 T R U G T I O N Figure 1 - Project Vicinity REPLACE BRIDGE NO. 790315 OVER GRANTS CREEK ON SR1225 (PATTERSON STREET) ROWAN COUNTY JUNE 2017 0 250 500 1,000 Feet Soil Legend � f.. _. .... _��,_ , . , �� _ .�. _. _ aC2 - Cecil sandy clay loam, 8 to 15 percent slopes. : `3 - Cecil Urban land complex, 2 to 8 percent slopes �A- Chewacla loam, 0 to 2 percent slopes, freq. aD - Pacolet sandy loam, 15 to 25 percent slopc. 1. [� � S.. �� ' '.-�+ V..� M! (a:� .� I k fh • �� '�! � � .4 �. � � 1� •�' � . (! ~t � ` � . .: �. �- . 1' '�r� �� .�' F 'k 1 ��SI � � 4 J � �x�°t � ° �' '� %► �d' �� .1�1�q r'� * � ��'� �� ` � �4 , � �4 s�, .,� �r . - ,� � , � � � ��+ .t�s wa � �f � . „� ��*1 ��`� _,Y� ' k� ,�. ' + �. � ;f_ i.. �, _ �; •i j `� r ,�',�" i ��r � �,'' ; , � i �, .�,'��; � ,�!' � ' ;j,: � ��,1 � �.T�`� � �.�-, , �� e � .,,- •� �r � , ,� .. ,,� � M e. '�� a� n + r �I � < ., �- � '� �,; , � � �`,••;,� �t�� r� ,� +� 7�`:t` '!� ��" �;� � ;'K�� • � � '� � ;�' ii �; �, � �''�k�id_ 1�� I' r �� y C��v „ .�' � � . �.. . .� c'�fy ��. +�� . - '' �}�.�C �T }� . . ,. i� `�' ; �� !� � � " :� � } 1��'-�. �i Af!.' 1 � .�� . � i ,1 ��.�.� ` na '� l ' �� %� 1 � ,� . �• ✓ "� 't ' 1�.. i.�' � � � �y �, ; ' � ti.�r ` i`. ►• , � :�: � J ; � � �` .�.. �a�� '� �r�y,,. '' • ,�!"-': � � y� � <r T� . , _ � Y+^� : � � r y� .. ' �• .�: _ 1 .� �t � � . � � ��_'�_'. • � �!•,�.y:. 1�.� r � ��• k7 7� .�� 4 � 5. � �� V ,. � n '�' �s � � ^+ , _ •+� r .7 1� ,.� j' .y'' rv a..� a f �� ,; J �. , ;L. ��, .��I ,� � • a, ,� �; �`, ^i,..1Pl�,k � � � : .. . �i' �',, � , 't;� • '^�c � , y., �; ,a r RN. �,� d ��F� � r x �,' �� i �� a .? � . . 't. � � �'1 �.Fll: �f . �J' 4 �i' , N., � ' y " � �� • ', � .� �' � " } . �dl�i, �. . '�� i � , � � y: u� Map Location Soil Map v �so REPLACE BRIDGE NO. 790315 OVER GRANTS CREEK ROWAN ON SR1225 (PATTERSON STREET) N • ROWAN COUNTY REDELL JUNE, 2017 NBURG CABARRUS sTA 1 inch = 200 feet ,. �y �� y� � ��'3 . '.�'>:.c�., '•. M.— � � � ,'� � '�.. �.1'.: . � , ... . ��•- ' � � r +~�' , ,, ' �,- ,� , .� � , • + J t ` i _ f � � � �� ' �� ! (� ,�h F �+�V'� R �� 1 . -- +' J 1 � ',1 / � ' . �1./ . r i�� _ . �L/ � M • , I w�.� �� '� r " �� ( �i�• • � • ' �' '' . J . , , - � _ ~. - _ __ y , ' I��h • . J i � �l�. _...� � - � ,, � • \ , �6 j � � � �' - -� , i� � . � • y� , � ��r °�1 • ` * �i � , � __.� 1 1 'p� � r�G � , • . , � � • ' �-_-` �� , r • �' r � • i � . • • � � r4*,r.,} ' ' . il �-� _ "'- �rc - r-�� • r,w, - '�- �� '>' Cg • � - . i{��• � r � i� " �R- '' i.7� :] � . : • � " �".� '� f ` • • � �t� . ' I � �� . J ^ - - ' �' � �" ' . 4 � �. �� , � - -- �`'�" • ' �--_- .�-- - � '' ' �, , ,� .: ; `�� ' , . ( :i • � _ - - � 1 _-.�' " ! �► �C , �;�'• •�_,,,� � _ , � ' ,. ' - - �' 1 - '`�l�/ ''t � 4. � ' . _ �1` + ; � • ti r; � � � ' �� 1 ' - - �•r- _ 1� � �-�: r ; \ � ''� _ _ �._ _ r .; � f . . aT� s �' �,� -� . '' - i �j- �"J� � � f � ,.� ,�.• �- . i _ .�L a • � - , -' _ Ir� �r . � /'�'� - � �� _ . 1 �' _ � -�.-• j�, � ,�� ' \ • i ! ••.- �I„_.� . -l-- '-i _ _ - ��V• � =_i�' � 1, • . • � � � - - _ �r M i i :� � * ` I'� ,/ `b ,G • �� - .____ r i� � . . , f - _ • �r • `� •r a'-�t=_ i � s � ' � . • � `�a' � � r= - �s s � '"_ - - r '' , p • - .. � _ _ _ ,: . r .'¢,�,,,,� , , "r �, • . � , `' e _ _ _ `'ti: �i , ',. � : � .. ,� ` . ` �. ��1 \' � , y / n ~' '� i,L • --- •r + , , �'� � ' � . �y �f �-.��e � � � � �{ , � �.\ � ' � �� ti j � , '� � � �1 • ;` ` "� ��,� �� ` � `' �� '� 4 �.. �' � '`y � ��,�'`',t •,"., � 1� : fi� � •�r•� • t �� ,� -� / . �} ;�—/ �`.r �, j+� . �� : '� � ��. +«- . --- - '`� � - , �.� •4 �raT�'� � ,�_� , � '�� _ ' - -_ . ,�, "�. f'- �� ,�' ✓''r�` . � . , �\ ` � � ��' _ �,�,i'' � , � r . :+� * � ! �J_< .� '�� „ f , ' , � � , � � �� • � � � , � , I M > � � ' � �_ - .: 2-'��Y { � , � t ,� _ � • ,. - / � _ �� , _ �� a � �, I;�� r. 1 l;,.K ; / "K'�'- ti`^� � j` � � ��1 V'�T ' j , � ~�..1--"� .°y,.�� '�. - , � �. �� *�� 4 's��f� +. � f 1'".: � _ ` �I . `� s, � � �� .r` � ! �' • � � � • : � � , � r„ , � • ,'��.. �� .``�- - . ? II =-•- •l• / � , _ �, I , . _ ' i ` � ` . - �� ` ^ . _ _ • . ' _ �—� + " ' ' J • i � �• \ � f • � ,/ ( .'. (( • ,f _ }' . � '�ye` �.,. ` - X - ` i !i /` �. _ � � � _• • � � � �• -i~�`. . \ � � � � -• _ ,Ir;�..y- � '� s .� � i� 1. • ` • « , ` �S`,r i' : � " C `+"^ '� " • �� '• �% r � :• : ��.. � � � W �, �;. � ��. f � � e r ",. s `�., s ,� j �' • , � i �,�. � �y � '�+`� • r Map Location USGS Map Figure 3 AVIDSO REPLACE BRIDGE NO. 790315 �� OVER GRANTS CREEK -'pF ��RTf{ �'fR ON SR1225 (PATTERSON STREET) N !`4��' � ��.� ,�� REDELL ROWAN ROWAN COUNTY "� �7t j , , ,� sk • JUNE, 2017 ; � � USGS Topography, 2013 li � . t�ti China Grove Quadrangle �'� �.�,� ��' �IECKL BURGCABARRUS ST NL �4 ��''Tp�r 7��,,�.1SQ�� 1 inch = 1.000 feet � � � N V •� `\ V � � O V See Sheet 9�A For Tndex of Sheets See Sheet 9-B For Conventlonal symbols See Sheet 9-C For Survey Control Sheet TO STIREWALT RD. � 1�.�� ' �� .f� 1LJl�� R O WA1� CO U1�1 T Y BUFFER DRAWING SHEET 1 OF 6 LOCATI0IV: BRIDGE NO. 790315 OVER GRA11lTS CREEK 0111 SR 1225 (PATTERSON STREET) TYPE OF WORK GRADIIVG, DRAi11tAGE, PAVI11tG F� STRUCTURE PAOJECT ReFBRENCE v . 53IEE'I' WETLAND AND SURFACE WATER IMPACTS PERMIT 0 BEGIN PROJECT —L— STA.12+25.00 BEGIN CONSTRUCTION —L— STA. 11 + 95.00 BEGIN CULVERT —L— STA. 13 + 2 7.00 PATTERSON ST. II �I �I i (SR 1225) � i ; � THIS PROJECT IS WITHIN CHINA GROVE MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. —L— v 1 END CULVERT —L— STA. 13 + 53.00 — END PROJECT — � —L— STA. 14 + 65.00 ' ', _ _- - . - --- — � _- � i , __ � - �- � '�,i � � , ;,,� /END CONSTRUCTION —L— STA. 15 + 85.00 r�AiN sr. gNC�N�i�d.�°1[[°'E �Il..�:�i� DO NM USF, FOR R/ W pCQL'ISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATUPES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PrF�red in rne ofrice ot: HYDRAULICS ENGINEER S E P I,oz=wade A�e��e Raegn NC2Ifi05 ADT 2015 = 2,100 �e"s,�'a�as" 1 �f LENGTH OF ROADWAY PROJECT 176P.9.R.62 = 0.040 MI Fax919-%89-P591 2� IQ � L� QD GON9TR(IC,TIUN t'aenseC_2-91 / O� �QO�p�Q LENGTH OF STRUCTURE PROJECT 17BP.9.R.62 = 0.005 MI �� , TOTAL LENGTH OF PROJECT 176P.9.R.62 = 0.045 MI zotz sraNnnno s�EcrFrcAzioh�s /q� oQ PLANS BEN CRAWFORD, PE � PROJECT F,NGINEF.R P'�' � � SIGNATUXE: u� e 20 10 0 20 40 T= 7 ��a * RIGHT OF WAY DATE: � �I V= 35 MPH JUNE 2, 2015 ROADWAY DESIGN 9 �' MATTHEW COPPLE, PE ENG7NEEx �� iQ PROFILE (HORIZONTAL) * TTST =3 DUAL 4 rao�crnEsrcNExcrnrEsx �� aQj 5 2.5 0 5 ip FUNC CLASS =MAJOR LETTING DATE: � p�p�� COLLECTOR _1UNE 2,,_2015 VIRGINIA MABRY PROFILE (VERTICAL) SUBREGIONAL TIER rrso�Ecr nFs,cx FNcrNFEn r.F. SIGNAT[iRE: � PROJECT REFERENCE NO. SHEET NO. � � DETAIL 1 � DETAIL 2 � 176P.9.R.62 4 �1 RIP RAP AT EMBANKMENT � �� srecin� cur oircH �� W ��o+�o s�o�ei (2 � ROWAN 790315 ( Noi to Scale) � 1 -- NOTE: o� front 10'min. ROADWAY DESIGN HYDRAULICS � "' � Natural ?'70 � i Ortch W I� \ p.f h 1-- I� I � D A ENGWEER ENGINEER ' MAINTAIN STREET LIGHTS ��o��a Fjo��e�' p F��e s�°Pe 1, �';\ ��ode � o`"'� z�' r I �, i P E RM I T D R/YW I N G AT THE BRIDGE d � � �� SHEET 2 OF 6 � GEOTEXTILE - G F �� emenne � Min D=1.5 Ft. � Z Type of L�ner� CI.'B' Rip-Rop Max d-1.5 Ft. 1 \ Type of L'iner= 10 TONS,CL'll Ri�Rop I FI � I� ��, FROM STA.12+00 TO STA.13+25 RT ��' �eo�e"tie- t; s _ 20 10 O 20 40 �� ,, � �� STA.13+25 RT � �' ` � GRAPHIC SCALE �� , � I, �� \ END PROJECT DOCUMENT NOT CONSIDERED FINAL a �� -L- $TA. 14+65.00 UNLESS ALL SIGNATURES COMPLETED OJ �� 1 S E P I �025WatleAvenue Raleigh, NC 27605 BEGIN PROJECT I �� recsa9-�ssssn -L- STA. 12+25.00 I -I END CULVERT E N G I N E E R I N G a i� ose c zis�91 W END CONSTRUCTION C 0 N 5 T R U C T I 0 N -L- STA. 13+53.00 EXCAVATIO � I lii -L- STA. 15+85.00 FLOODPLAIN bb' CLASS 'll' RIP RAP BANK �,. TB � +n BENCH � �� +�s STABILIZATION AT 7.5:1 SITE 2 57" BEGW CUWERT 66' MAX. SLOPE; 2-FT THICK .�g %' ��/ Pl Sto 16+�3.46 ao TO STA. 14 + 50 LT +za -L- STA. 13+27.00 P f �j " �' p = 8'l9' 09.4" (RTJ 57- �� 5 EST.160 TONS TB 3o CLASS 'll' RIP RAP Q fA EST.175 SYGF � / / �� D= 5"l2'3/.3° i i - � " `c S = ,; tS T i - ' � _ 159.72' BEGIN CONSTRUCTION > > SITE 1 __' i �—_ ___ _ __-- %' ; _--� = 80.00' a a � -L- STA. 11+95.00 PROPOSED 2Ca?13'x9' RCBC Qak, �� _ S � - -- - - _ _ _ _ -l�'�� R = l,100.00' CAST-IN-PLACE W/SILLS T � = - - , p '�� +so E"� "�� STATI ON 13 + 40 -L- � r � B ao� �� A t� i I� n r r �i - - - .� % +as � i i,-r � �,,.-r. i� � � r i r-" i-. . . . � , 6' FDPS � � $ —� . . _ —�8=��—� �, __ t �____--_ i. .. _ . � i�.. � , � �_. riW LiNE _----� $ . �`V=i�S.^6' � � FI 66,� TAPER GRAU 350 TL-2 5 GRAU 350 TL-2 8.� iAPER �� -� vi _,--_ , -; --- -L- m N j 6'FDPS c� F � � � � Z .. _ - __' O O . _-, : �� o � � � m .- ,� . � , _ . .. � o 0 � �� i � � ti .,. ... T y � . N _._ — �. — �. - -� � �__ � 5 65 57' 34.6" E � o 0 � , �r��,� >, s _ - — � 3.SqTAPp �� 5 /� F� - I— --�'�i -- I � ' _--� R � i I �. ---- � -:.-i.; ` R-20, ,if 1TAPER / i � ` ..-' �� __ _ _ . _ 8' / � 18"RCP ' � - . IS'RCP C ��\ / ' /�liFDPS G AU 35iTi-2 �i-- y__ �' i— �. �,�P r � b' FDPS . ,'� � �i ' -i — _ —'� _ 4 _ 7 R-20' r � _ � i C I_-ii , . �,, . .y . ' SPECIAL CUT 'V' DITGH �' � " `� � '`' � '�29 24�Rc� � 30� - � r � C 30$ � 16' �G — � �' } .. � J� �`� L _ � 30' — — — — _ —/ 39 . . _ , i . RETAW LWE W/CLASS 'B' m O \� / c S - ,�/- ana �' � 1 I SEE DETAIL 1 GF, 0401 F exisr. �F 4 ; �-/' - � � ETAIN - �PUE O i f2J � . J��-.. . I 9s QJ�' RETAI / PUE � so� � UE-` UE � as' +az CLASS 'll' RIP RA +ia PUE _2S so� CL. '�' RIP ,RAP +as � 38 1 I a�.er asse ES�. 3 TQNS sa9 m +5� DUE PUE �_ PUE PU PUE PUE 49 � �` DENOTES IMPACTS IN 57� 57� E57.70 $YGF '09 ,-, °° �°4 � � ;,\\ bo +n +aa EXCAVATION RE6LINE EXISTING DITCH � � U RFAC E wATE R REMOVE 20 LF ea� ee� W/CLASS 'll' RIP RAP � =sa +bs � i �� TO STA.14+00 RT T52 +e3 4/ so� so� I � y � I�� FLOODPLAIN 63� ea� �o� �o� ca�t � � TO ELEV.735.0 �a �3- I �� o\ DENOTES TEMPORARY '`' ��ss �n� RiP Ra.P � � aeNCH EST. ao roNs 13 Pc sto. i5+ss.a6 � ' ' �; , EST. 70 SYGF � , � CLASS 'll' RIP RAP I / � IMPACTS IN SURFACE WATER � ; AT EMBANKMENT ! SEE DETAIL 2 pp � BEGIN GRADE ii ii ' ii ii �i � STA. 73+iN0 -l- ii ii ' ii ii ii ii ii i i i i i i Pl = 2+8�„O� � G.P. ELEV. 739.10 � . . . . . �� i i i EL =i 7.39.7.3� i i SKEW=90 iDEG. i i i i END GiRADE i i i i i i i - ELEV. = 741.59ii ii � ii i i i PROPOSEDi 2@73'x9' R�BC i Pl = l4f�Q.�' � � � ' � � � ' � � � � � �' � � � - �� - . VC = i llO� . i � �� CAST-W-P CE W/SILL i � - - i � � � i � � � i il L ST 14+b5.00i i i i i i i �..�`_ _ _ _I II I K_ ib7 I II �� i EL = 7�8.37' i _ ELEV. _ 738.91' � i I I I i I 74 rJ �,� �` i i i OS =�i 30 MPH ii ii i i ii VC =//a ii ii ii ii I EN CULVERT� '�' 745 �� i i i i BEGN CULVER -L-iiSTA.13+5i13.00 ii ii ii ii i ii ii ii i �+�' ' ii ��_ i i i i _L- s7--r A 13+2� oo i i i OS = 3 MPH i i i i i i � '' � ,' 'i 'i 'i i i� �� i i � i _i i ; 1--�, � � PROPOSED � � � . � . . . �i . �i . �i �. �i �.. �i �� i � �ii � E� �T PROPOSED 740 zc�3'x9' RCBC f-J . (-N ,5�'/, -._�J 2@13'x9' RCBC 740 INLET DEfA1L (NTSJ � I � I I I � I � I � � � � � � -i OUTLET DETAIL (NTS) EG RT -� I I I I I I I �� -� EG LT . _ . . � . . . . . ��ffQ�� . . ..I . . . . . . ..i.. . � lll ' ....... ` \ ... ... . ... ... .... ...... .... ... . .... ,.... ...... . ... � j�,� .. 735 �� - E� Rr _. I _I � ' I I I �'�� w 735 w ` �` i i � i � i i i � i � i i �� i � i i '�i, �� GEOTFXTILE �� A-�.�- LOW FLOW �! I I I �. I I I �. I I �. I � I �. I I GEOTE%TILE �� LOW FLOW 1 tl J I �� GEOTE%TILE I I I I I ' II' I -I I I I I FABRIC !�`LI GEOTEXTILE FABRIC � BARREL �,�y/ . . . . . . I . . . . I . . . . I . . . I . . . . . I I . . . I . . . . I . . . I . . I . . . . . I . . . . I . . BARREL J I�� . . � ��,-i� j� FABRIC I I I : I I �� I I I : I I : I I . �}�� fABRIC � E%CAVATION ,r � � � EXCAVATION � � � )X � � 730 '� i7 ��f�� i i i i i Y � i Nws_'ns8 � i i i i ��i {�^ 73 w �,i- � i i i � i � i i (10-14 76) . i � i . i � i i i'ii �[�� fq CLASS 'II' ,U, , � ,, I I I '-- I I i --, ,I_If CLASS 'll' � RIP RAP 11, `�� J V CLA55 ll . . . . . . . . . . . . �. . . . . . . . . � . . . . . . . . . . . . �. . . . . . . . . �. . . . . . . �. . . CRIPSRAP `l.l II�I. J . . Z � - - � -- (2-�FT TMICK) >� �r �� 2��PT THIGK) . . . . _ . . . _ . . . . (2-PT THICK) � �, �k u� RIP RAP i / �A i � (2-FT THICK) y�� COIR FIeER J I � I I � I I I � I � I I I I � I I COIR FI6ER '' f9�q�x 7'L5 MATTING 2'SILL . I �. I � I �. I . I �. I � I �. I . I � I � I �. I . I �. MATTING 2'SILL 7'Z5 CLA55 'll' � � � � � � � CLA55 'll' ��W R�P �P EXISTING I I I I I I I I I I I I I RIP RAP E%ISTING �tn� i' SILL BEO � � � � � � � � � � 1' SILL BEO w(pw (2-FT THICK) . . . . . . (2-FT THICK) ��a .... , ... ....il... .....�I_. ......�I ..�.....�I....... il..........�1_.... .....�I.. �.....�I.........i ....... �I ..... �I....�.....�I... .....�I......... .... iw2' . , . ' .i . I . I , � . I . � . I , � . I i. . . �. I , �. . �. �, �. i. �. I ', �. . N(fl W . , �, : , , , .. , , �, , , . , , �, , , � �� I I I I I I I I �� 11 12 13 14 15 16 �� PROJECT REFERENCE NO. SHEET NO. � � DETAIL � ._ �\ � RIP �DATA�BANKMENT � 176P.9.R.62 4 � �� srecin� cur oircH �' �-` � W ��o+�o s�o�ei 12 � ROWAN 790315 ( Noi to Scale) -- NOTE: o� front � 1-� �� 10'min. ROADWAY DESIGN HYDRAULICS Natural F'7 �,'� te� slo�h W 1_� Drtch 7 0 min. D A ENGWEER ENGINEER MAINTAIN STREET LIGHTS II ��,a �o»e' p F�O� Pe �'\ �'�de � 20 �� PERMIT DR/YWING � � � AT THE BRIDGE r � � � � � � � �� SHEET 3 OF 6 '� d Geofea�le Min D=1.5 Ft. 1 V � GEOTEXTILE F�� Type ofL�ner� CI.'B'Rip-Rap Max d-LS Fi. � II�� P( fl71 1 Type of Liner= 10 TONS,CL'll' Rip-Rop ,�F 311OK PC �' -� �'�. Z ` �-�9 �i � i �, " FROM STA. 12+00 TO STA. 13+25 RT � �eo�e.ria= ts s MAP &��K G°�— 20 10 O 20 40 �O �i ` i �i ''�, �1 STA. 13 +25 RT - - - \ ---� __ , I � \, � � WOaDs / �i ... . � � �� '`� � � � ` � eNo PRo�eCr GRAPHIC SCALE � � �;,� � � ' - \ DOCUMENT NOT CONSIDERED FINAL i � I ; i� -L- STA. 14+65.00 �J `�y J �' ,. UNLESS ALL SIGNATURES COMPLETED OJ � , �� -- � ; � e� ��i J 4� � � i -< �I \ � � � I 1025 Watle Avenue _ BEGIN PROJECT �i Raie�9n,Ncnsos Te1:9�9-78&9977 ` -L- STA. 12 +25.00 ' �' —1 END CULVERT E N G I N E E R I N G a i� ose c zis�91 J i W -L- STA. 13+53.00 END CONSTRUCTION c o N s T a u c T i o N , �' EXCAVATIO i -L- STA. 15+85.00 W I � -- FLOODPLAIN aa I 'I� CLASS 'll' RIP RAP BANK �a TB � ' � '� ', +n BENCH �i +�s STABILIZATION AT 7.5:1 SITE 2 � � � s'" BEGIN CULVERT ea' MAX. SLOPE; 2-FT THICK .�� ,-�' �� i� Pl Sto 16+13.46 ' ' � 30 +za -L- STA.13+27.00 P f TO STA.14+50 LT �- � p = 8'l9'09.4"(RT) 3o QO�c 5 _ EST. 160 TONS TB �� -�� D= 5' l2' 3/.3° � ; � ' � � CLASS 'll' RIP RAP `— f8 EST. 175 SYGF . � w SITE 1 S— , �� TB ' ----- �= 159.72' BEGIN CONSTRUCTION � � -- �P ---- - = � = 80.00' -L- STA.11+95.00 � 6 PROPOSED 2Ca?13'x9' RCBC Qak, F; `, S � - -- ______ j�'�� R= l.100.00' CAST-IN-PLACE W/SILLS �- ' �- � �- � — , - , p �(� +so � � � e��i- i, �-, F , STATION 13+40 -L- � i ' � _� i ti r -� ` r iTB 30' -- � ,�A i —� r i i— . � - - - . � •-85 6' FDPS $ — —j ;--�7� i I r_ � _ . _ _ - ' . . �_-38=��— i . i � „1. � , n � � � � _ _ I � LnW L'IE ' $ ___—_ —_____--- � . . . �___-- R . ��- . F-EE%-�7 � i . I PE �. �- � � . F 66,� TA GRAU 350 TL-2 5 GRAU 350 TL-2 8:7 7qpER �� - vi _,-__ , __ ___ -L- m N g 6' FDPS c� F � �. —� � Z .. _ . __' O O , ' a__- � - �` o � � � m .- ,� . � o 0 O � i .: A�- ^ �., . ._ T �„ � . N — p '. _ — -. ___� . � � - - _ � _ , � ,, 5 65 57' 34.6„ E � o 0 P s — _ — APER $ V / I .. I W � . � -- � s.a:� r , F� - i —�-- — . �--�'/- ' __ . , . . ` R-20' r \ 8:1TAPER _--�/ / .. .. � - i � I . ', . . �� -- "� G =Ui5iT'-2 i-- ' � 18"Rt;P �• — — L � _ _ � i I I5'RCP �.\ �P —�� 6'FDPS ii�1LFDP5 �i I . f�- _�_ . � �— R 2� � � � ,�'� � �. � i � i� 29 24^ RCP 30 � � � ' i_-ii ; f'iW � � � +28 1. F\ 76' i � . � I . . . � a..65 __ __ -- . SPECIAL CUT 'W'DITCH c ao� ' � � � ? � '"��',-�� _ � ao• -- ____� �� ag, � -- RETAIN � LWE W/CLASS 'B' m p \� � / c S � and ' � ' � I SEE DETAIL 1 GF, 0401 F exisr. � J� � ETAIN - �PUE O � Pz�7 �F . / � . i ... I 95 QJ�' RETAI J / PUE ; so� � UE'� UE � as' +az CLASS 'll' RIP RA +�4 PUE _2S so� CL. '�' RIP ,RAP +as � 38 1 I <zer as.ss� EST. 3 TQNS s09 m g� m DUE r oa PUE -- PUE PU PUE PUE 49 �`` �` DENOTES IMPACTS IN 57' S7' Esr. �o svcF ` �� SURFACE WATER 60 '6�3 I� 64 �I EXCAVATION W�CLASSE IISRIP R,qDITCH � ss +es � � /�2�` REMOVE 20 LF � _ � � � �� r52 +63 ,� �30' � 50' TO STA.14+00 RT v � i �� 63' 63' 70' 70' w � �'�1 t�` F� . � �r� �'� FLOODPLAIN TO ELEV. 735.0 �a �a- ,- � �� 'o o�� DENOTES TEMPORARY '=_ ��ss �n� R�P Ra.P � Ber,cH EST. ao roNs 13 PC Sta. 15+33.46 '� ' s, i � EST. 70 SYGF �� ' � CLASS 'fl' RIP RAP � � �� IMPACTS IN SURFACE WATER � ; AT EMBANKMENT SEE DETAIL 2 pp BEGIN GRADE ii ii ii ii �i � STA. 73+�N0 -l- Ii i i i i i i i i i i i i Pl = 2+8�„O� � G.P. ELEV. 739.10 � . . . . . �� i i i EL =i 7.39.7.3� i i SKEW=90 iDEG. i i i i END GiRADE i i i i i i i - ELEV. = 741.59ii ii � ii i i i PROPOSEDi 2@73'x9' R�BC i Pl = l4f�Q.�' � � � ' � � � ' � � � � � �' � � � - �� - . VC = i llO� . i � �� CAST-W-P CE W/SILL i � - - i � � � i � � � i il L ST 14+b5.00i i i i i i i �..�`_ _ _ _I II I K_ ib7 I II �� i EL = 7�8.37' i _ ELEV. _ 738.91' � i I I I i I 74 rJ �,� �` i i i OS =�i 30 MPH ii ii i i ii VC =//a ii ii ii ii I EN CULVERT� '�' 745 �� i i i i BEGN CULVER -L-iiSTA.13+5i13.00 ii ii ii ii i ii ii ii i �+�' ' ii ��_ i i i i _L- s7--r A 13+2� oo i i i OS = 3 MPH i i i i i i � '' � ,' 'i 'i 'i i i� �� i i � i _i i ; 1--�, � � PROPOSED � � � . � . . . �i . �i . �i �. �i �.. �i �� i � �ii � E� �T PROPOSED 740 zc�3'x9' RCBC f-J . (-N ,5�'/, -._�J 2@13'x9' RCBC 740 INLET DEfA1L (NTSJ � I � I I I � I � I � � � � � � -i OUTLET DETAIL (NTS) EG RT -� I I I I I I I �� -� EG LT . _ . . � . . . . . ��ffQ�� . . ..I . . . . . . ..i.. . � lll ' ....... ` \ ... ... . ... ... .... ...... .... ... . .... ,.... ...... . ... � j�,� .. 735 �� - E� Rr _. I _I � ' I I I �'�� w 735 w ` �` i i � i � i i i � i � i i �� i � i i '�i, �� GEOTFXTILE �� A-�.�- LOW FLOW �! I I I �. I I I �. I I �. I � I �. I I GEOTE%TILE �� LOW FLOW 1 tl J I �� GEOTE%TILE I I I I I ' II' I -I I I I I FABRIC !�`LI GEOTEXTILE FABRIC � BARREL �,�y/ . . . . . . I . . . . I . . . . I . . . I . . . . . I I . . . I . . . . I . . . I . . I . . . . . I . . . . I . . BARREL J I�� . . � ��,-i� j� FABRIC I I I : I I �� I I I : I I : I I . �}�� fABRIC � E%CAVATION ,r � � � EXCAVATION � � � )X � � 730 '� i7 ��f�� i i i i i Y � i Nws_'ns8 � i i i i ��i {�^ 73 w �,i- � i i i � i � i i (10-14 76) . i � i . i � i i i'ii �[�� fq CLASS 'II' ,U, , � ,, I I I '-- I I i --, ,I_If CLASS 'll' � RIP RAP 11, `�� J V CLA55 ll . . . . . . . . . . . . �. . . . . . . . . � . . . . . . . . . . . . �. . . . . . . . . �. . . . . . . �. . . CRIPSRAP `l.l II�I. J . . Z � - - � -- (2-�FT TMICK) >� �r �� 2��PT THIGK) . . . . _ . . . _ . . . . (2-PT THICK) � �, �k u� RIP RAP i / �A i � (2-FT THICK) y�� COIR FIeER J I � I I � I I I � I � I I I I � I I COIR FI6ER '' f9�q�x 7'L5 MATTING 2'SILL . I �. I � I �. I . I �. I � I �. I . I � I � I �. I . I �. MATTING 2'SILL 7'Z5 CLA55 'll' � � � � � � � CLA55 'll' ��W R�P �P EXISTING I I I I I I I I I I I I I RIP RAP E%ISTING �tn� i' SILL BEO � � � � � � � � � � 1' SILL BEO w(pw (2-FT THICK) . . . . . . (2-FT THICK) ��a .... , ... ....il... .....�I_. ......�I ..�.....�I....... il..........�1_.... .....�I.. �.....�I.........i ....... �I ..... �I....�.....�I... .....�I......... .... iw2' . , . ' .i . I . I , � . I . � . I , � . I i. . . �. I , �. . �. �, �. i. �. I ', �. . N(fl W . , �, : , , , .. , , �, , , . , , �, , , � �� I I I I I I I I �� 11 12 13 14 15 16 �� Z 0 � � DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER EXCAVATIO FLOODPLAIN BENCH � O� CLASS 'II' RIP RAP Q � � .. . .. ___��\\\\� � SITE 1 PROPOSED 2@13'x9' RCBC Q � CAST—I N—PLAC E W/51 LLS STATION 13 + 40 —L— �--- ----__ � —�� _/� �-------------- I � i GRAU 350 TL-2 N O N O \\`—_ __�r�_ �� _ ___ T_� _� C F � ', C _ _ ' � � / ---- Q � � � i� G G� 0401 F�; � F � UE UE PUE CL. '�' RIP ;'RAP EST.3 TQNS EST.10 SYGF � � � REMOVE 20 LF �� ;' � � � ; �' � ,� � ,' �� ' � , � � , � , � � ; ; � � ' � �LASS 'II' RIP RAP � � Z . '� c � n i � � �, � �� ' W � � CLASS 'II' RIP RAP �� , , � �� \' ��`'° r'I AT EMBAN KME NT ��na �� V � , �C ,�w � ' SE�E DETAIL 2 �N �� , , � .• PERMIT DRAWING SHEET 4 OF 6 a,a 5 0 ,o zo �� GRAPHIC SCALE �� CLASS 'II' RIP RAP BANK J STABILIZATION AT 1.5:1 MAX. SLOPE; 2—FT THICK � p F TO STA. 14 + 50 LT EST. 160 TONS �A� ST. 175 SYGF TB � tj w_—_ _ --� PROIECT REFERENCE NO. SHEET NO. l7BP.9.R.62 4A ROWAN 790315 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED S E P I 7e19i9 8g g9605 E N G I N E E R I N G 8 Fax�.919-789-9591 C 0 N S T R U C T I 0 N License: C-2197 � - - —� _ _-_--- . �, - - — __� � --- — --- � � - _ ' � � - ' � � T; _ - _ _ B - PQ�� ^ �_ � � � T � �� -- P f i � I; f J_� �I J�_ I_�, �� J,_ 1_ f� I _ - -. - �� —,, �' �� - � — � �=- --�'�—=J� — ��= f - - _ J� � � {� � � � - - — — — — — — — — — — — — — — — — — _ - — — -- — — — — — — — — — — 1 -- . ....____ .__- � _____ � --- � GRAU 350 TL-2 �� F _ . N O N O � - � �' � \ � i i � � GRAU 350 TL-2 ----------� ^ �� — �� _— � � �� —�— ��'� 1 ,� ��—�� --- - - � . � f � — --' - � � ��, - ` �,-- '� � � 2q" RCP � -- � - -- ___- -- -- — -- - --- � —_ - '� - -- _ �J`�' RETAI CLASS 'll' RIP RA - --- DUE PUE PUE PU W EXCAVATION RE—LINE EXISTING DITCH � �� W/CLASS 'll' RIP RAP ° TO STA. 14 + 00 RT m� FLOODPLAIN TO ELEV.735.0 BENCH EST.40 TONS _� EST. 70 SYG F � 3 PC S -�-_ - _ F�o _ ,37�OC�' R � � i _- �� i � �I �y/-��r' �I� ��e, �F,��_ � I � i _ 1 i . . . . . , . . . . . . . . . , . . Q, _ PROJECT REFERENCE NO. SHEET NO. � , l7BP.9.R.62 � �`* ;. _.._. ; ._ ....... ........._. �,. _ � � t ..._.._... .. � ...... ..... ..... ..... .... : . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. ... . � � .... ROADWAY DE51GN HYDRAULICS � - - - - � � � � � � P E RM I T D 1 V�W I N G ENGINEER ENGINEER R W N 7 � 3 5 S H E ET 5 O F 6 INCOMPLE E PLANS . . . . . . . . . -- no Nar oes eoa /w wrnv�noN I : : : : : : ' i. . . . . . . . . . . . . . . . . . _, _ �,�- SR 1225 �P TT RS N S RE T� -- - . -- ----- ---- ---- � VE RA T C EEK � � DOGUMENT NOT CONSIDERED FINAI. � - - - - - - � � � � � � � � � � � � � � � � � � UNLESS AlL SIGNATURES COMPLETED i : : : : : : �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . . - � . . - , . . . . . � . — — — -- — — --�.� — — — -- — — -- — 7025 Wade Avenue I . . . . . . I �. . . . . . . . . �. �. �. �. �. �. . � � � I Te11999- 89-99605 i . _ . _ . _ ... . _ . . . . . ... . . . .... I ..... ... ... .. .... .... ...... ... ..... ... ... . ... ..... .... .. ....... ...... . . . . .... . C ONSTR U CTIO N Lcense.C219791 E N G i N E E R I N G & . _ . . _ I . . . . . . . . . . . . . . — _ — _— — — _ �— — — _— — �. I. . . . . . . �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . _ . _ . . .. .. . .. .. . .. .......... .... .. ,. .. ....... ....... ....... ....... ....... ....... ....... . ...... ....... ....... ....... ....... ..... . . . .. ... .. ..... ... . .......... .. .. � . . . . . . I . . . . . . . . . . . . . . . . . . . . . � . _ . . . . . . . . . . . . . . . . . . — — — --- — — -- — — — .— — . . . . ; � STA. 3 + 40 L— _ � _ _ _ _---_. � SKEW = 9p I 73 .l0 G.P. EL V. — DE . I , -- ----- -- -- ---- � PROPO ED I 2 13'�a9' R BC ----- ----- -- -- � _ EXISTf G CA$T-1 —PLAC W�SILL /-- 100yr B SE FL_ OD � BRID E �' WSEL=739•9 �-- ----- ----- ---- ----- ----- -- -- ----- 740 � HEA WALL ,� i i . . .. // �, . . . . . . . . � ��-�- � - -�- � � . . 739 � � �— 25yr DES'1GN -- ---- ---- ---- — — ---- ---- — = 7�7.— 738 i TOP OF EADWA L j� � BANK RT ; 737 � �, �: -— —-— � -- ----- ----- __--- --- — ----- --- — --- — _ 736 � TOP OF 735 � ; BANK LT SOFFIT, � — — — — — -. .— _ � — _ — — — — — — -..— -- — -- -- -- ---- I.. . / / / — .. � . ... _ � � _ i � 734 � I —i--__ — � '— --- --- ---- , -- ---- —' __ ,,� _ �� i'_- --- � T P OF � TO OF 733 ,. {-�— --- — --. -- ---gq —�— --- — --- — --- — 732 ; 731 � TRIBUTARY CONFLUENCE .. 730 ; , _ _ _ _ _ 729 � 728 � � __---- — -- -- r - ---- -- -------- -------- --------------------------------------- --------------------- -------- — — ---- "> -- ------ — ------------------ --- __ _,-- — -- r' ; ----------------- -- — --------------------- �� NWS= 28.8 - - -------------------- __ 727 �----------- , � — -- — . -- — -- ----- ---- S� — $� — — �26 � STREANI BED 725 ' , -- ----- -- --- ---- ---- — ----- -- -- ---- � ow �ow si�� ; LO FL W S LL � � G DE = .300%0 � � � � -- ---- ---- ---- --- — ----- ---- ---- � � � � ; � , __ � � � � � -- ----- ---- ---- ---- ----- ---- ---- � � � � � � __ __ ___ _ _ Z � �o � �� ' -- --- — ----- --- — --- — --- — --- — --- — w�w ; ��f � ��na i . .. . .. . . . . . . . . .._ . .. . . . . :.. . . . . . . . . . . . . . .. i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . , , . . . . . .. . . . inwz. . . . . . . . . . . . . . . . . . . . . . >w2 � i � . � i . , . . . . . . . . . . . . . . . , �i . il . N(flW . . . . . . . . . . . . . . . . . . . . (9 W N � � '� � . . . . . . . . . . . . . . �. �. j �� ""� —50 —40 —30 —20 —10 0 10 20 30 40 50 �� WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPA T URFA E WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 13+27 to 13+53 -L- 2@ 13' x 9' RCBC 0.02 44.45 13+27 to 13+53 -L- LT Main Channel Bank Stabilization 0.01 35.34 13+27 to 13+53 -L- LT Main Channel Dewatering < 0.01 7.23 13+27 to 13+53 -L- RT Main Channel Bank Stabilization < 0.01 26.51 13+27 to 13+53 -L- RT Main Channel Dewatering < 0.01 16.44 2 13+53 to 14+50 -L- LT Tributary Bank Stabilization 0.01 96.00 14+50 to 14+65 -L- LT Tributary Temporary Disturbance < 0.01 15.09 TOTALS*: 0.05 < 0.01 202 39 0 *Rounded totals are sum of actual impacts NOTES: Revised 2016 09 09 En vironmen tal Quality June 21, 2017 Ms. Stephanie Braquet NCDOT Division 9 Enviromnental Specialist North Carolina Department of Transportation 375 Silas Creek Parkway Winston-Salem, Nortl� Carolina 27127 Dear Ms. Braquet: Subject: Mitigation Acceptance Letter: ROY COOPER coverno. Division 9 Project, Replace Bridge 31 S on SR 1225 (Patterson Street) over Grants Creek, Rowan County; WBS Nurnber 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 June 21, 2017, the impacts are located in CU 03040103 of the Yadkin River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Yadkin Stream Wetlands Buffer (Sq. Pt.) 03040103 Non- Coastal Cp Cold Cool Warm Riparian �parian Marsh Zone 1 Zone 2 Impacts (feet/acres) 0 0 45.0 0 0 0 0 0 *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 mitigation need were under projected by the NCDOT in the 2017 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. Sincerely, ame B. Stanfill CL er,,�'t Management Superoisor cc: Mr. James Lastinger, USACE Raleigh Regulatory Field Office Ms. Linda Pitzpatrick, NCDOT — PDEA File: SR 1225 — Bridge 315 — Divisic�n 9 �Nothing Compares��. State of North Carolina Environmental Quality 217 West Jones Street I t601 Mail Service Center I Raleigh, North Carolina 27699 1601 919 707 8600 ��y,�•r��. North Carolina Department of Transportation �i l4al"7�714'�� i:l [P'T ��;. _ Highway Stormwater Program STORMWATER MANAGEMENT PLAN "'':f-.. (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 178P.9.R.62 TIP No.: SF-790315 County ies : Rowan Page 1 of 2 General Project Information WBS Element: 17BP.9.R.62 TIP Number: SF-790315 Pro�ect T pe: Brid e Replacement Date: 8/26/2016 NCDOT Contact: Galen Cail, PE Contractor / Designer: SEPI Engineering and Construction, Inc. Address: 1590 Mail Service Center Address: 1025 Wade Avenue Raleigh, NC 27699-1590 Raleigh, NC 27605 Phone: 919-707-6711 Phone: 919-747-5839 Email: cail ncdot. ov Email: ahowell se ien ineerin .com CitylTown: China Grove, NC County(ies): Rowan River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.045 miles Surrounding Land Use: Urban / Residential Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.4 ac. 0.4 ac. Typical Cross Section Description: 2@ 12' Travel Lanes w/ 4' Full Depth Paved Shoulders - Normal Crown 2@ 10' Travel Lanes w/ Minimal Grass Shoulders - Normal Crown Annual Avg Daily Traffic (veh/hr/day): Design/Future: 4200 Year: 2025 Existing: 2100 Year: 2012 General Project Narrative: Replace Bridge #315 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 culvet and channel improvements are approximately 110 Linear Feet. Quality Impacts) Waterbod Information Surface Water Body 1: Grants Creek NCDWR Stream Index No.: 12-110 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Inciudes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) C� ��i�F;l�ti�� YV�' North Carolina Department of Transportation :�t(ya'l]l1�'w'H�t'1' � - Highway Stormwater Program � ' STORMWATER MANAGEMENT PLAN `"�'�-.:. :-=��' (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 176P.9.R.62 TIP No.: SF-790315 County(ies): Rowan Page 2 of 2 Bridge to Culvert Avoidance and Minimization ropose tructure umma Sheet No. & Station Sheet No.: 4 Station: 13+40 Number of Barrels: 2 Draina e Area (ac or sq mi): 4.1 sq. mi. Barrel Width/Diameter ft : 13 Surface Water Body: (1)Grants Creek Barrel Height (ft): 9 Culvert T e: Cast-In-Place Reinforced Concrete Box Culvert Culvert Length (ft) 42.5 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 (%): 0.30 % Existing Low Flow Channel Dimensions 14 FT Base - Low Flow Chanel (+/-) ; 1.5:1 Proposed Culvert Slope (%): 0.30 % in the Stream: Side Slopes ; 7 FT Depth Culvert Burial Proposed Culvert Burial Depth ft : 1 FT (RT Barrel) / 2 FT LT Barrel) Existing Streambed Material: Sand, Silt, Cobble, Some Boulders Proposed Low Flow Dimensions 13 FT Low Flow Barrel Width Through the Culvert: Proposed Sills/Baffles: 1 FT Sill RT Barrel (Both Sides) / 2 FT Sill LT Barrel (Both 5ides) xisting ow ow e ocities in t e < 2.0 fps (observed) Stream (ft/s): ropose ow ow e oci ies roug � 2.0 fps (observed) the Culvert (fUs): Alternating Low Flow Sills/Baffles: Sills provided as described to the left - no baffles proposed (no meandering low flow channel to retain) Culvert/Stream Alignment Stream Patterns Upstream and Relatively straight alignment in vicinity of culvert / Some amount of riffle-pool pattern observed in profile / Banks relatively stable Downstream of the Culvert that Could Affect Fish Passa e and Bank Stabilit : Bed Forms Impacted by Culvert (riffles, Culvert to be installed generally close to existing pools that will be impacted by channel improvements. Culvert slope based upon floodplain slope pools, glides, etc.): and slope b/w riffles in stream profile. Low Flow Floodplain Bench Required? Yes Left barrel will function as floodplain barrel - not designed to carry flow during base flow scenarios but necessary for flood flow (provide justification) scenarios to prevent rise in ws profiles upstream Sharp Bends at Inlet/Outlet? No Culvert well aligned with existing stream alignment. describe culvert ali nment with stream Stream Realignment Necessary? (provide No Culvert well aligned with existing stream alignment. justification) Bank Stabilization: Minor Channe� improvements required w/ Class 'll' Rip Rap - see Culvert Survey Report in Plan View Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): 5.7 Natural Stream Channel 10-yr Velocity (ffJs): 11.1 Proposed Culvert 2-yr Outlet Velocity (ft/s): 4.5 Proposed Culvert 10-yr Outlet Velocity (ft/s): 9.0 Roadway Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: Proposed roadway geometry generally matches existing - Bridge replacement is primary reason for project. Ni eia ai 7 H11M H�N39 i�naaooi� aae nis,� - I- ---I----- I �! �I1- �i_ --II i -1- �_ �� - �_ ��i, L _ I - - - - ----. -{-�J- �i �i i i i i i %� i I i -I_.. .I-- .L -_ I I-C-� 1� i � - - - JJ- �J_ J-ii_i i_; .I -- - - _, �_ �-,1-�, �- . (A�IHlld-Z) . __-___ �I k . �, J.�...I� Z ' I_ I_�I ,,� � I .: _ _ _ __ _I _... ..___ _ _I I .. _ I-. -� 1_..._ _ ____ _ � � NIINONV SN301(109 dVN dlL.11, SStlI� H11M 'JNIISIX3 II,�SSt+IIIS,Z _ - I� ---___-J- I '�� _fI�R r '�C��@� _ JJ '�,I_ __� -�i �I - _ I_ � I_J -u - _ _____._..__ _ _ I I�I II I i . i � I .II_ �� _ I_L_��i 1 I _I n�C11�.� S1N� lf1JNd0 �HlOIM 1H�1VWS Ol tl439 �WV3N S ; , _ _ _ --.-N. :.. _ _ - . ,� N39�Id O� _ _ _ I �Cfl . . -'��r I � ��_I . dl- -e:.9. �..I�� i ._ _ I . I �� .� _� __.._ _._ __ _ �_._ _ _ I - J- j '-j_ _ _ __(.i vmi � (�p�� 3AO8V,OL HJN39 NMIddOOld 31tlAtl�X3�310N �AJIHlli-Z) �� I�'�;.�' �.', _ __ - --___ -�-_ I I � __-�.. �_� i . � I�__._ _ _ _�- � I �. _�_ _ __ �n ' �s al aae � ��_ � I. .<1'� -� . �� I� (NJIHl Li Z) --_.. __ __ . . . . _-. I _ ' _ _ .�-I _ . � � I�-- . _... _ _ _ _.I __ _ _ _.._ �__ _ - I- � _ I- -I L I I . I� � � SN3O1f108 3W0531B80� IS 4Ntl5 Tvl 3 NVY I � II � ,IlaSsv7l� �CI�, II.� �r �i_I.� dNNdIN ------� --.. .. _.--. ._ :4-�fj�--��(-p'j"I''_� �_ i=�=_!'___: � �_I. _a�_-.I i I � �-- - - - - - _. _6. _�. � -.. sNowallo�iiwaaa oil�erensaenvw aNv - --_ ._.. _ . _._. ....- . I �� I li I Li� �. �I � AlNO 1311f10 ❑NV 131N1 3H1 � I -_. I � � �� I I I� I.,_I_;y _._ Il_.. ,a i � I I I I� I I '�� rviaarvw 3nuvN'ava aia aa aNv iviaarvw anuvrJ FuiM -_ ITI_I __ ._ I T�I��,AI II. SSMJ 1� � I 1V 031VJOl 30 Ol SIIIS �310N �� I �� II i .� I I T I� a33Ni�Na ani ne �dnoaaav ol i�arans aav aw a�a aNv _rn.. I ._I ��"'loo..�.,�� ,... .I..I1, / . - -S ._ �-- I yI { I . i _I _ . . _ _ _ _ _ _ _ -. I.Vr .� _ _'___' .- - I.!._I_I__ I I I I� I �� Y� I T �I .. I_ I I 03llli AJtld 3811VH5 513NNtl9 MOId H91H 3111'3`JtlSStld __L._ __ I __ _� I. L_'_ P i��p ` n,. I �. - - -I '_ d _ d' ._,_ - : � ' " J .I� � y �;�� -' - - - "-I-- � �� _ - IMNINtl NOi M011tl Ol 3�tldNflS 1Md V Ol m313A31 - � � U � � � I � � � -�--� IO i- � o .H y . I..I�\. . � i i -. I I.. ,i - -I-• ]-_ .. . ._ I_: _ � N i�._ � I ��J{ NOI1V�4'.�H3 - ��='^ �_" --._ 1 n r �'. I I i'__ I . I I I i I I i �,�_ II I �.' S, � � - ONtl 03�V1d 39lltlHS ltlIN31tlW 039 NM3ll15lWtlf11VN ---V� � i i yz i ,. �-I ,� _ "-a, �-r�'�J�; � II I�. � I�. �� '-� � 3H1 d0 3Jtldll05 d01 3H1'39tlSS1d ItlWINV 31p11'IIJVd -� � m � �: �-� � "'' I� �._ o 7188Vd �I i � I � I.A �_� � �� ,� . 1I __ �o I I�i I V I! I I I_ li. ! • - I��p� _ __ Ol d01 NO 03Jtlld 38 Olf10H5 1tlItl31tlW 3Al1tlN �435f1 _� _ _' -. . -. -- i�l _ :. .� I I..-.I� I�II.. 3��1X3103�J � � i �-� �� aa�� _� _- d � �'�"�D' ��_ �� _ _ I I �i i I� � �� -+ � (gl � I I SI dVN dIN dl �VIN31tlW 3Al1tlN 3H11N3W3lddf15 Ol � ___ ____ I;�� i- � �I,I,I 13N8V9 [� ,�.I.t 31I1X3103`J -I �- �_. I_ � _-. i1� . : � -. � : �� ' s .€.... . �._�-�.��. ; � - "'__ 43Sf1 39 AVW dtlN dIN'NOLL�f1815NOJ 1N3AlfIJ °JNINOO � � � I .I .. -� - I � i _. I, n� �� L I i � L�,I Mold Pnol I �A � I I_._ _. � �_ . . ' . _. ._ _ ... al�s llaroaa aHl lv Nmaaoo�a ao aae wvaals -- - - -- - - - - . Q j �. .' ' � _- - " - - '-_ . "'�' __ . -_- ..� ' � u i . � .��. • I_ ._� _..��..�. .�� i _ . _.._ V 1 bw �. _�� _ � _�-I I I'�/. �I � ��yi �I ' 1 3H1 WONj 431tlA D%3 SI tlHl ltllU31 d0 1SISN0� . � y. i � __� � �_�_. � _ ��+0 ��.. � �� u �I�. I ' � �� _� .� P. �_ �: I_ � , �� _��. ,�, � � � . ._.. SltlIN31t^N 3N1tlN'1N3A�0] MOIi MOl 3H1 NI S'I'lIS -. --._ - ... �� >I � � � � � � �. .. � . �� '__-: _"_ -�-�� -� �`�.... � � I �� _ . _.�_ � �-. �_`.. i 310N. I I, - - � � � 3H1 N33M139 03�Y1d 39 lltlHS ltlIN3POW 438 3hLLtlN I I I I I �I ��I I h �.�. _ _ _ _ _" I ! I _ I �:'�� r�__ -; �"� -� �-�--� �- ° �-I-----�� "., �i� ��a'i�I � � I � II ��-�-�Ip_n, SS � I I i-._ �-- - - � - . �� : :_� � L �I� � �� iil II lV��S �'l� • �, i ; � � I i I i' � I_=. 4� ,(!a� �.. . ..- ��.�.,1,� _.-_ . � -�--� - -'�--� �__ _. �.�.I � � �I � I � -:API I �' ��'I�_�.��._ ..---C.��_ I .�._ a�vdansuaivM�vwaoN Moiae - --�-.- �.��-�-�-�--�--� - -- ---'--'--' . - I -- - - [ � I I n �a �- l �l� -- �� _�� - ��- . _ �- i �_ � i �__r"�. �lYil_ i �I: m_� � ��I_a, � ��^ �„ ,_�- I� �- -- �i. �, -�- • os:...-�_o«. � �-�-`� A�& � I_I_I_ � � I i � �viaaivw aae anurH a�via ava aia --I I __ 1__ I• i I I�� --I- � �.- .. � � � _J�. �i �- -� �.. _:. . . I I ava aia .u, srn� _ _I I I _ � � �� I.-❑- -�- � J8�211 ,b ,£L�Z �..' -...--•... �. _I i_. � �� I[� _ � °g � � 1 i �p � � i � � i i i � � i. � � � �_ i iiviao �uno _�, i � {-j , , _ � ° R I � � -- - - � � ' , � i _ ,n, sm� - . _ .. � _ --- --- - I -- L _ � � F ` I � I � �� -, �---�-� � - �i�_ - -- _ - - I -��li - -� I I I � I -- ' � ,.. '� ri � - - �i __ �: _- - - - ---' '� _ �-� � � � �__ � x � --- � �v � ` i 7 I - 1 43S�d08d n�a �Ti i i i i- � I I� i�� "�, i I� `y�i, - i -� �- I---- s� . ---i i-�- �- --- -- - ---- � � � - � �,�� _ � I � . �_ I . i I i I 1- �I i �° .�„ i,.. �� . -v- ---� .. � �- �� -� � � �-- I- - �-- . --- - -- -- � s-� � _ � � ' �I � I I ��_ � � � � � usm � ✓/, .. ' _��...�. � �x --- -� _ ,_ �..' .. ,. '��_� �,�" , ��,q_� � � �i � , -_ --- �a `�� e� oi,i �� ' � o "A"5 OSL =�1311f10�1V 3llll(3 03`J 153 1V101�� (31V7S Ol lON) - - P� I I i_��'„` �"" .- .� . _ .�. . .� ._. � _ _ _ �� SNOl OEL - 1311f101V dVN d�N,ll, lJ'1S31V101 Wd3i11SNM04 `JNIJYd lil Ol ll _- - - _ - ��„ J„ f ��.--'=��_ _�.�j��-�:�,�_ . _. 1 ��I','��.,Y-I-I� ��`�: : - � r,: �� _.�;_.. � .-_----_ -_ S31NtlA aae�u� o� _ ____�-� � . `�� .-� ��-�m��-��j ��- O "A"� SOL = 1311f1O1V NOIIVAV�X3'1S31V101 _- - __ 1,-@. S^_��.. . � I I I i i I I_.. E .,. - �_i � i _ ��y�,.��/,!� .,I ___. .._.__._-_._. _ __----- __-_L. � . .. II _- � I � ' JJ L � .. � � " .� �_ _ I - v � � 9 �ln i i N011�35 SS021� WV3alS �i i I I I i a� � _-� - _ _ L-il-� ��i I I I i l� ..I. i 1 i� J !-1 �-- c I � __ _ _ __ iS1N) ___--_- _--_-_ _ �I '��N I ) 1 -_-_ -_ _- - . o� � .. �� 9 �i-l_ 7'. �� . � �W V3211SNM04 `JNDIOOI) _ � _�� - � � � � � rb� � � �� f��iH11d-zI "!'� . � - - --- i i '�JNIllVW N391d 810J HlIM H�N38 NIVldO00ld 038 IIIS ,t �yy ,{�a �� - � � � _�_ L- � , � � � � � � � � � i �� I � i -� � �� lIVl34 H�N39 NI`dld QOOId r. I ,F�"�1 I I� �I QQ�.�� I I 3NIl ONV $N3Olf10B dVN dlN,ll, $$Vl7 H11M 9NI1SIX3 ,IL SSVI� __�_ I _..._._. ___._. _---_ � �� I �i�l i ..�. �� . ��+' 'i .-I._� 1_I_ '_ _ - � ��1 -- __ _ L_ _ _ _ iW � I __ IJj� 53dOlS 3NIl "l°S�l Ol 53dOlS �INVO N�VE Atll .[l . �_� �r�i�.. , . r�� __- � �V 5fl"Vi5 �i°'I'Y�1_____ �. � ._. ____, ___ _� --� .�i- ��4y� � ��_ _ � . ili�� . � �.. _ '1N3A1f1� d0 H101M HJ1t+W Ol O39 VJt9N1S ;,. . --._--._., V7..._ .. .. -.-._ � . . . �� - . �. �.. _ , � ..�.. �`� ��... ... .. _ . . ��i � � i �ipii,;��-.,-_--____ __.___ --. _ _ , O_ '•� _ __ -_°-_ '- _� i ____ €'__�' � I iA.,. � � __ __ _ - ,I �-_,;d_i,.�_ -___ _ � _____ - __- - _ __ o _ - _ . (H�IHll�-Z) ,i� ` �,. �'IIIS,Z �Nlllb'W .___.._ . � ��_I _ _S 9. -. � ___._ p o .a -.0 a�� I�%E�ili,i,i::..v�;_� .__.- ___-_ � ! I I I I I i _ ___-__J_..� -_ __-.'_ - _ �_'l� \� �I_�i�_ _� ____I_I....�__. 3A08Y,0"L HJN38 NIMd0001d 31VAV�X3 �310N 1114, . � �� ,� (AJIHl li-Z) . 1_�_ .ti��_.i L_.- .. . . ._ _._ �_.-___�'__ � .._ _ . u_.. � --��. ,t ;,. __i. LL __ . -_� i ,_� LI_li - - -___. .. I i � I I `" , I � - - N381d 8107 i AI � / I i I I I . I I� � � I � I dVN dIN �,III. � .' l�� -1:: _-I_ p_I ..- _L�_ �.�i .. . _ �,_ . ..-_. _,�,---.__. _ ___ �.-��y . I_ . i.i . _ �ar i:_ _: I I-.. �- - - -�-.-:- . ._. -.-_-_._ . .. __._.._-._-_I S �I� Z.-.__ _. __._.. � �_ _. �i.�.. -_ _-. -- - ...� _-I _. _i -- ._ . __- �I 'A1N01311f10 4NV 131N1 3H1 ,II, SSb'1.� I.I,C i �?-,•^ ILI.+- dVN dIN _I I_,�I I �_ _ � ' . ._ _!__.__ _.._._-_ ._��r .__ . : V� - 1_--_! �__- _ __.. ....._____ _ �__ I : %�1,�. .... �..I_I�. ,II, $$t+17 L � �� I _ _ _'__-_-__ ___-L'I .__-- .. IloJlj� _ _ �J-� � �_��, � ._ _. ��_�-. _��_- -_ I. �-_-�_�...-._' __ _-_ _�- __ _� .] _�- _ _ I_I �7 I I I � � ��.,, JI i �I i i I I I I 1V 031V�O1 38 Ol S1115 310N � �� J;;� -I �I I I � � �• • �O'T.� � �.r" . _.� � I � � �61��I. I ._ . i � � _i �� __ _ _ _ g _____ -_ .� 1 __I�Q ' I� - _ _ _ (q� ll�� .i�j�, _ _� i . r� - i I -_.- ��_- .__ i i ��G . ' ' - _..__._� I_�_�� .--. I I� I -�- � � _-_- -_-��_- � _ -- --_ _ _-_ _ 'I I I�,�I - I I I _ .. _ __ . _ . - °'�I�� ' '�-��•'c�. NOIIVAV�X3 �- I I I I i � .---_.--_' I lL J_ii; � i_I . I_� II IJI i I -_ -._-_.-_-_ �_.T � _-_ _-_-_-._ _ _.-_.- _ _ _- _'. J-�Im4!J_� _ _ _ _ LI.I) � - - _ .. _ -- - - . �INBVd . I I I . .s, , i � i i _ u II .. - , I. L . '�. I _ _ _ ��'I �..., �iaeva _: i i i I .I i � s>,I �� - �- � O aiiixaioa� � ' - - - i� _ _ � � � _ _ I\ � ;� - � - - -- - - - ---- -- - - = - - - - - �"i ' iaaava � �ra aiilxaloa� - I I � - -- t_ - i i- � � f,, � {I_, � � ' � I ----- - - __ _-- - - - - � � - - � � � � - _ _ �i f,� .. 1q - � - -- f_'.1 � - i i �(" n�o�a ,�noi � � i i �- _ � i _ i _ _ , _� �� i ,31 _ �- ---- ---- --- � � ��i - - = j � � -- - - - - --- - - �-� I i i � � - - - � - �i;"�,' :,�L�� -T _ i i L- I n 1 I1 I��_ A o��i I _.,� _- - -- -- - - �T '--- - -- -- --- - i � � 1 _ � - - - - I- � ' I _�9 I- ---- � � I ---- - -- - � . ia 93 i� � \ � w T- i i � i ��__I � �_ . i �P�-- - --- �_�� _ - i _ � � i �I ! -- ------------- - '-� -�- --IJ.='I � I _ _ _I�rY± 'A'S OE 131N1 ly �NIlltlW �d'� �1S3 1V101 i � \ �� I i I � I �1 I � - '� !_ ._!._. _ _ ._I _ I_ I_I I_ -- I =r'� I _. _ _ _ I�r i � � 'A'S 06 = 131N1 ltl 31I1X3103'J'153 1V101 -� �,_ . _ . I _ _ . � . _ . _ _._ - I_ � I I I I I I _.I _ I_ _ -_.I _ ! 3Jd1t18 d0 3�tld Sfl iN�iij �li 0� '- sNoi sc = �iNi iv dva aia ,n, » isa �v1ol _ � --- _ - --- I_L � i � � ---- - - - - ----_- - - � LL5E6 N011�35 31V� ld C�. -- - ?-6J_ - --- i i ="- 'A�� OLL = 131N1 1V NOI1tlAV7X3'153 1tl101 �-----1- 1N °J3 . _.. _ . . I._. . . I_ _ _I I I_ _� _ I �� IJ . _ _ _ _ ___ __._ �-I- L8�£6 NOIlJ3S - - - ` I ��- � I - �i_ .�_ - iroiaaia�Ni __� �J-- _ i_ i I-i L_.-_ I- _- -- i�l � i-r--_ � _ I 1N3Alf1J d0 3�Vd Sfl W9bd'ld L _ _ �� _ _ I c-� x -�i_ i �-I - - - i i � I�Li `r ��,�� i--- -- - �°� _ R- -- I.J �_ I_Z . --- I. �_ �8321 3Jb'ld �9�N ,6 ,ELro�Z w - -- - -- -- - - --- - -- � � LI.--I I� I,�I_ I_ I � I �''� L�� -- . �. .. 88'6EL a3slh3�l ... I i I i i -- i �•_;_ � _ ,� NI 1Sf/7 43SOdObd � i _i - - - - - - - -- - -_ --- - - - --- - �,��`-� �-j .5 �___ j % I MH 37b'ld I- _1 -�IT I .�_ _ _ _ . _. . ._ __�. _ _ _____ ---- LO:ObL 3�I1�3dd3 a31�3mao� - -- ~- - � � � I I---- -- �Y � NI 1Sb'J I � i__i_ _ __ i I i I i 9 �- - I�. I . i_ i_ _ � - . I� I� �-i_. _I . 1. I I_i . .____ __ ._ . I I . _ _- £Y 6£L 3N1J3dd3 31V711df14, _ __L _- _ _- �a_ __I L.: � I.-I _-_ -- � I---_ h � (3lVJS Ol lON) � � _i � � I -� --- � _. �_ � 4 � �- -- - -- - -- i i i - i _I. -- - - -- °od- � ; _j_- - __ - o � I_ � I i I i I i '�AOOL �-� � I WV3b1SNM00 JNIJt�d 121 Ol ll i __ I i L - � � _-_ __. �. _._ _. --- - -- - - i i I I ! I I I � I - -� �___I � I i__ _ _�� _- � '___ ' �__039 NOLLJ3S SSONJ WN3211S I - _ _._Q_ :_ �, � - j = j-_._ . ---- - -. - ��I-�� $� IT� � �.-� �_:. �__ 318�1 37N°vNV�10�213d � T �-�� . I !--- -- - - � � � -- � . �i �I �i i i -i i i Li_ � i � - � '-� - -- --- �i _i_ _ :- :_: _ �C-i I -- -- _ - -2- - -- - -- - - - � i i i i_ i i i i=i i i i i_LI i °dW3� -U- - - --� __ ++_ _ � ; � I '- --- - � llls �� i i� %_ J__ � _ �}. i1_ y � �-� i�l NIW) ,i --- �- -� � � - _ _ � - � � _ - � _ �_ �' � � i i i i -� i i i I� � I � J -� __� �_ i � � ! � i � Iti7 - - --- i i � i : i rl-I I � '-�-�. .__._� � � � . �_.._I �I. I i �I�_ --II----- - _- i T-�_ rr- _ L: � _ ..._ _ .. i 7 I �iTi i i i �P �, , , �� •-r� �� . - --- � , I I -I I m � , � - � �_ � 7 i �� _� � I ' __ I i i � i � } � - � �- , i�� i � � � � � � ir , _ _._� 1.-�_� il i_ � � _il__ � I-I. �i_ _I-_I--I I �I�"_�• _.I__I _ _ f11�l�LQ� j � -. � � -�-1 -�-L L8Y£b N011�3$ � p �i y� �, i��:� I_ -�� f �- .� -- o do � �, ��d� �- -:_� � __�.... i� -�- , _ i _'� .•- ��o ao� - `� w '- � �� _. � _ V'OVL 88'6EL 9'6EL CL£L 8'9BL E'9£L 03SOdO�Id ltl �NYB �i __ - _ - . � �! � � I/' �I �.� � �I .�- _._.�� I-�- I_�- I L_�__ . I- ��I � i� 511 I.� 00� � I. I �-�- -� - ��--� .� � _ 1- � �-� -___� -1 I I � -- It lir�iii �r i ,� �� i�, -- , � --- - --_ � �. ��, � I , �__ � � � � � 9�OVL LO�Ot�L L'6£L b'8EL L'8£L 9'SEL JNIlSIX3 I i� � � '� i � �� I ;_ -- - - -- � --- � � � � � _ _. � � � � -� Nly �--� _ � � : U : i � � _ � � � � � ' �' � 4_�� '� � �I �_ ___ ___ I �i�� I__i �-L�_ I � 66EL L06£L L'8£L Z'LEL 6'9EL £'SEL 1`dJf11VN - I � I �, � �� _ _I= I_, i_ (� � _ „9 . � � � � � � -�� -� � i� �' '� � I i_�._!�_ -:. i�� t_' --I � i-� i � I� i I - �� I �� ( �6 ��( ��( a.( �6 --�� , L� �� .� �- � � i�-�� i.i�,- - � i i �� i i I i i I i i� I_ � �_ ��i i i I i�.I_ � i_ i � 04 ' 9Z --- -- --�-� I_�__ JEJy 3JVld � 13A39 d01 „9/M NOIl'4'htl�X3 S310N30 i _�� __]Z�IH M i__ _ _ I i i=1_ i: i_ � � I I I �� i�� i=� i �i i �_ � ___ __ i �� ___ ___ NI 1Sb'J ,. ��MH 3�t+ld NI 1S`d� ��- � ; IS�4-� �� _,.I I �'v iT � I �� 1 I �_I-� I I:f 1= _. � -I�-�L AJN3flt>3bd --- � �-- --� _� _ Q ` 005 ' OOl ' OL ' 9 �--- � � , i 1� �-- fG i 7 �V 41-}.'_{) I. � I i 'o- ,,';, ri i i _. - -- - - 1'I- - 3lVJ$ O1 10N -I-- � i=�� _ 8_6_.Lf�l�4M = 'i 1J �,f 6- Z_�"� d 24? i I i i �p� ' I i� Ii-�I I li � �-i I�� - �- ---- - -- J ---- o d-3 � OL_-- �1 3`SdIP18 I i i i i i_� �_ I {-� �_---- 3NI12131N3J JNOI`d 3JVd Sfl N7 , SN3a1C108 3WOS'31980� ___ J � I ' � i�J- �� -- - ---� � n_�D6� �� _ I=_ _ �IIl$IX3 i � I I_ I. -�� I �_�- I -�_ l�d� - I - I --� - -- -- 1lIS (7Nt/S •S1tl1�131tlW 038 - ---- - --�-� - - - � � - - i I_ i_ Ti � � i _I__ I -- � � �_� , i - - - -��-- I- - --- -- --- I '�- ' � --- - - - �ii i� - -- - - 131N1 �8J�1 d0 M31A NOI1J3S ---I__ ��I I _ i I - ---� --1@� �'t/ �j_ .� I� �� I 3 I I I � 1---- -- I I I I I �-"�_i-i f-I_ -__ i i- �I- ._ _I_ �-._ _�__�L�_i i_� ,_I..�_ �� _��_ � � ,�� - - -_- _____ 0 L 0 L 0 0- 0 L- 0 L- """"""' ....... ..............."""'"'"""""""'"""""""""""'"'"'"'........... _........ _....""""""e e_ a e e"'""""""""'""'"""'"'""""""a"'"'""""""'"""'""""'""""'"""""""'"""'""'"""""""""""'""""""'"'"'. e e_.. e""""""""""""""'"'............"'""""' ADDITIONAL INFORMATION AND COMPUTATIONS � SITE DATA : Drainage Area 4.1 SQ. MI. USGS STREAMSTATS (QUAD MAP CHINA GROVE) , ................................e..... so��e.--•----•------•--._._..............._._...a-----------•-•----- DA = 4.1 SQ. MI. ; YADKIN /PEE-DEE URBAN PIEDMONT /RESIDENTIAL -------------•-•------•-----•-•-•-----------••---.._.._................................_......------------------•----•------ee.•-- o River Basin .._...._...-----•--•----••------------•-•- Character ....._........--•----------•---------------------•-------• � Stream Classification (Such as Trout, High Quality Water, etc.) CLASS C(INDEX NO. 12-110) -----•--•--••--•----------------••-----------••-•-----................._......---••--•--..._..-----------•----------------•------- . .....- ---•-----------------•----•----.. ......._. URBAN BLUE RIDGE-PIEDMONT ° 1@30'-6", TIMBER DECK ON I-BEAMS; TIMBER CAP & PILES AT END BENTS; FFMA FIS ; Data on Existing Structure _CONC:ENCASED PILES�TIMBER BULKHEADS .. ................... """"""""""""""" '""""""'"""" ..............................................."'"'""'""""'""""""'""""""" USGS FACT SHEET 007-00 � : Total Wa4erway Opening..... 19�......s.f. Waterway Opening Below 100yr. WS EL.__ _�9�____._s.f. """""""..._._. .e-6.734"'b'd6s """"""""""'...e..."'....."' ................'""""""""""""""'""'""" UZ 33.3 (DA) (IA) 686 CFS (USED) . .- ...• ._ • .................... ' Debris Potential: Low❑ Moderate� High❑ ------------ •-----•---• ............. ...e.....e----•---------•----------•---------•--•. o.ee� osn � Data on Structures Up and Down Stream UPSTREAM - STR #790248; 1@30'-b" TIM DECK ON I-BEAMS; Us 78.9 (DA) (IA) 1,077 CFS (USED) . _..........e---•----------------•---------------------•--•---•--•-• ---•------- �---•--------------------_ ---'•---'---................._....__..._..-•--••----•..._.----•--•--•-•----...--•---••-._.. 0.65v 0.515 --------U,o-•-- 122 (DA) --- (IA)--•-----1.362 CFS .................... .. ........... Q10 1,791 CFS (USED) •--------------•----•--•----•--'---•- 0.611 0.436 __......U25_= 228 (DA) (IA) = 1,904 CFS (USED) •• .......................•-•--•----------•...--•-.-..............................�-....._..............-•---•-'-•--•• 0.601 0.396 .....__.USo= 296 (DA) jlA) = 2,774 CFS ................................. Q50 2,729 CFS (USED) --------------•----••------ --------�----••----------•----------- 0.593 0.358 ........�ioo = 374 (DA) (IA) = 2:430 CPS ____ _______ _________________Q100 _= 3,009 CFS (USED) •------------------------- Q500 = 3,769 CFS (USED) ______ 700% REGION 1� IMPERVI(JUS AREA = 18% ---•---------•--------•---• ...................••---•--••------•-----•--••••-•------._e.._.e__e..----•---•----......_..-- -•••--•-----•••--------•-----------•---------•-------•• .................................................•-------------------•--•- USGS FACT SHEET 007 00 URBAN REGIOtd 7 REGRESSION EQUATIONS (U5 AND U25) USED FOR NCDOT MULTIPLE FLOW MODELS ONLY. FEMA MULTIPLE FLOW DISCHARGES USED FOR ALL FEMA MOA MODELS. OVERTOPPING DISCHARGE IS 2,456 CFS, FREQUENCY 25 YR + ' "' "" "' """' " "" ' "' " " ' """'"""'"""'"'"'"'"""'""""""'"'"' ..... . .. . .. . . . .. . . """'"""""""'"""'" ........... .. . . . . OVERTOPPING OCCURS AT SAG STA. 14+11.62 -L , PROFILE GRADE LINE ELEV.=738.65, NORMAL CROWN OVERTOPPING ELEVATION FROM TAKEN FROM HEC RAS MODEL WITH A FLOW OF 2,456 CFS WAS 739.1 ...... e .... ........ ........""'-""""-' e a s e"""""-"""'-.. _......_..._... _.......... """'-""""""""""--"'-" DESIGN FOLLOWS SUBREGIONAL TIER GUIDELINES. THIS PROJECT COMPLIES WITH LOCAL FLOOD PLAIN MANAGEMENT REGULATIONS. NO STRUCTURES WILL BE ADVERSELY IMPACTED BY THIS PROJECT. DESIGN IMPROVES EXISTING LEVEL OF SERVICE. . . _ _ _ DOWNSTREAM - STR #790002; 3@9'xll' RCBC; SO'-6" ALONG CL Gage Station No. _______ ...... ............e_... Period of Records -_ _._______.____________yrs. Max. Discharge -------•----- -------------- c.fs Date -----•----------------------- Frequency........_.. __...----- HIStOPICCII FIOOCi IIlfOYlTlqtl011: WATER OVER ROAD, NOT OVER BRIDGE B. SCOT( CORNATZER Period of Date 2005 Elev...739._}F.Est. Freq. _.25_.yr. Source ROWAN BRIDGE MAINT.SUPERVISOR__Knowledge ��+_yrs. ----•------- ...............•-•-•-•---------------•- Period of Date... :..-..... Elev.....-. :..Jt. Est. Freq. a=a e. yr. Source ___________________ __e____..__._....e.. Knowledge _.____yrs. MAINTAIN OR IMPROVE EXISTING Al�owable HW Elev.._.... 5y,r LOS &. 100Zrr BACKWATER {}, Normal Water Surface Elev. __�_e728'8......ft. ........ FEMA & Manning's n: Left O.B. .0.12 =0.13 Channel _0:040 Right O.B. 0:12. 0.13 Obtained From FIELD__OBSERVATION Flood Study /Status FEMA DEfAIL STUDY EFFECTIVE 06-16-09 fPANEL #56261. Floodway Established2 YESd 1UNE 2009 . ......e....e ........................... ....... 3 009 W'th Wi4hout Flood Study 100 yr. Discharge ._.:_.____. c.f.s.; WS Elev.: Floodway _..�40:0... {t, Floodway ____Z39 4_e_ft. @River Station 93511 DESIGN DATA USGS REGR SSION E N'S FACT SHEET 00 00 RBAN REGION 1& FEMA DETAIL STUDY E Q 7 U l ) H drolo ical Method Y 9 ••--••----•-•-•• ..............•••-----•------•----•-••-------._._..............-•-------------•-------•--- Hydraulic Desogn Method _____ HEC _RAS v 41 0./Granis_Creelc MOA.prj - ----"• ................................."-•--• Qz ----5.9 ----R.; Q5 4 � Jt.; Design Tailwater � Q _...7.6....,{t.; Q .. 7 7 {T.� Q_,_ 9 2._.�.;Q -• 9 5•---}t,% (� ---- 10 2 ,{t 10 25 "' S0 100 500 """' Size & Type SEE Inlet Conirol Outlet Control Q dc+D h (c.f.s.) Ke HWiD (ft.l dc �- o H LS H EC-RAS Is a Floodway Revision Required� Remarks MODEL Total Proposed Waterway Opening....-_ 195______s.f. Outlet Velocity (V�o) ____.___.._8'9 ..............f.p.s. Natural Channel Velocifij (V�o) _ »•� _e_......._..f.p.s. Required Outlet Protection CLASS 'll' RIP RAP Design: Discharge ____1,904_____ Base Flood: Discharge 3,009 (FEMA��,¢.S_ Overtopping: Discharge...,�,456....�.¢,5, Frequency.---------��-•-•---•Yr. Elev. --------•--737.1----------�. Frequency..__.._...100------Yr. Elev. --------•-739.88.--------jp. Frequency....a....25.+.._...yr. Elev. -------•-�738_65._.......fF. ` SAG AT STA. 14+11.62 ELEV. OF PROP. CROWNLINE y a .......................... . . • e_.._ew...................... . a_�e a e •. . .._...... ; �; CULVERT SURVEY � HYDRAULIC DESIGN REPORT N� N. C. DEPARTMENT OF TRANSPORTATION � i DIVISION OF HIGHWAYS ^ I� L Y ; HYDRAULICS IJNIT 10�1 � ? RALEIGH, N. C. V ; �� ? z; ; �� I.D. No.. SF=790315 Pro�ecf No. 178P.9.R.62 13+40 -L- , � ; _.. I ....--•----•-----------•--•----.. Proj. Station .e..........--•----------------- ' "' � County ROWAN Stream ___________________GRANTS CREEK 315 � ` •--•----••-•----•-------•------------- Stru. No..-----••---• ._ ......-•-- - o: SR 1225 SR 1541 SR 2739 �: a PATfERSON STREEIf Between STIREWALT RD, and SOUTH MAIN STREET : � : On Highw Y ...................•-------•- ---------•-•------•---.. ..._._..-•-•---••-•-•-•-•---•----------- :� �' PROPOSED 2@ 13'x9' RCBC, CAST IN PLACE w/TOP EDGE BEVEL AND WINGWALLS � � Recommended Structure •--..._....--•----•-------------•-•---------•-•-•-.._._._.....---•----------•--------------------- `" ; 1'-0" SILL IN LOW FLOW (RIGH� BARREL; 2'-0" SILL IN FLOODPLAIN (LEFT) BARREL Me �.��.��.��.��....e...�_..._...�.��.��.�.��.��.�.��.��..��...�.�..�..._� ............. � a� Recommended Width of Roadwa 38' SHOULDER P7. TO SHOULDER PT. 90 DEG. • � . �--.._._..-••-••----------------------••--------•--•--- Skew .-----�-•-•-----•-•---•--.. ; � Recommended Location is (Up At, Down) Stream from Existing Crossing. _.e_.._..._.e ..............e__...._._ � LL Statewide Tier ❑ Regional Tier ❑ Su6-Regional Tier � ; � BM #1; 96.5' RT Of -L- STA. 14+21.6 , Bench Mark is .-•-----••--------------•-------a_.,_.e_...e_....._..._......---•-.....----•-------------------------------•-.. ; �? RAILROAD SPIKE SET IN 29" SYCAAAORE Elev. ._. �36 51 {}, Datum: ____ NAVD 88 �o � -----------------•--.......-----•---•-----------------•----•------- --•- - ---------- da : a; Temporary Crossing ._ �S NOT REQUIRED� OFFSITE DEfOUR AVAILA6LEe________________________________________ ______ . -----•- ---- - - --•._..._.... u. . �: � � � 1 . h ^ . . J .X' � Z'� � � " � ti ; �y • , � ; � r ,�% `.�� .�is�,F� s. ,. M w �s:._ ^ .4� .1�' d- <'� � � � .k� � .��" � -� k.c. �, � il�` � k n , ig , h. _ _ �. �..�.. ,+� �'% n�;k 'o - _`'�� :5��- -��.t;�e:.• '5�,.�. �•.,�4' m�_, �.�� :.�.. .. i:+ :h�: 1 4 � y •"+ � 1'� "��. �� ^�� /,, � ,_ ? •,�_ � '� � ,. � g a. � N� 'S�, � rx `�. `9 � r � ch 1 ._ �� 'i � . � 7J _ - o. ��i> -��:A, �� .i� .iF a' .� �� r - � -_ .::; n: - �.�_- y;� � _":�� . � � . ry . • � � r.�� r - ��., � ..,.�.,�. �. _ _ - � ., : -_ �a �' I �. �"7'�I� � ��'s �' K�;�- ��+T � � ., �y1i� Z - � �:-.:Z"+i.� =r,i'. O - � -- - � - -----� ��i �,� , N � � � n.ti'. & �+� M , � f. .. . � ,�.. � 't .. .." } � 'ZSe' � � .�� ..� Q .+;� .�'i ° sr'°-�4". � �.. Z 4 �3r . . � � ..,'�. ., II t � - n y.� > I��,j� Y� . .. C y ``� itic t P ` �- V , 4�� . ` I� �, �. _. . � . . _ _ • �*'�.. . � N ,�� CARO �� Designed by: SEPI_ENGINEERINGe &_ CONSTRUCTION, INC. ��'�FES5�0'/y,,�+ � � � Daie �8�0-2016 a � '�q e : �Z' PAUL SHEPARD """"""""�� ` ' AssisTed b e� SEAL �' ' ' Y' ----------•-----•------•------• .............•----- t� 1 bo��s�O��s27 � ProjecT Engineer : __ ANDREW._ M._HOWELLi P E. ___ . � �,�� ° ------- ��,��,+I,�I,E,,,`��^'� �9� oReviewed by: .__._..I.f�.� _.�.L�.- L��/J.,c_ SEPI Engineering & Construdion, Inc. �+�°�"`°"e:e'� +";�0� , d ` 1025 Wade Avenue w M N Raleigh, NC 27605 919-789-9977 Lic. No.: C-2197 8/30/2016 ProjectTrackingNo. (Int�nal Use) 15-01-0027 HISTORIC ARCHICTECTURE AND LANDSCAPES NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: Str.# 790315 County: Rowan WBS No.: 17BP.9.R.61 Document PCE Type: Fed. Aid No: Funding: � State ❑ Federal Federal � Yes ❑ No Permit NWP 3 or 14 Permit(s): Type(s): Project Descrintion: Replace Bridge No. 315 on SR 1225 (Patterson St) over Grants Creek in China Grove. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW � There are no National Register-listed or Study Listed properties within the project's area of potential effects. � There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project's area of potential effects. ❑ There are no properties within the project's area of potential effects. � There are properties over fifty years old within the area of potential effects, but they do not meet the criteria for listing on the National Register. � There are no historic properties present or affected by this project. (Attach any notes or documents as needed.) Description of review activities, results, and conclusions: Review of HPO quad maps, historic designations roster, and indexes was undertaken on January 26, 2015. Based on this review, there are no existing NR, LD, DE, SL, or SS properties in the Area of Potential Effects (APE). There are two residential houses which are older than 50 years in the APE, one constructed in 1947, the other in 1952, but neither of these properties raise to the level of National Register eligibility. There are no historic sites which will be affected by the bridge replacement. SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. �Photos ❑Correspondence �Design Plans Historrc Architecture nnd Landscapes NO HISTORIC PROPERTIES PRESENT OR AFFECTED fa•m for Minor Traiuporlalion Projects as Qnalified in the 2007 Progrnnamnlic Agreement. Page 1 of 3 FINDING BY NCDOT ARCHITECTURAL HISTORIAN Histaric Architecture and Landscapes — NO �IISTORIC PROPERTIES PRESENT OF AFFF,CTED �..__.._, C._. _� � NCDOT Architectural Historian " Date Project Area with locations of surrouiiding properties and their construction dates. //isto�ic Archilec(ure mul L�turlscapes NO HISTORIC PROPLYz7TES PR6S'L-'N7' OR �fFFE�CllD form /or �llinor Trmrsporin(imi Projecls ns QimlrJied in Uie ?007 Progi nnunnlic dgree�iien(. Page 2 of 3 � ., 15. 4:.{f"�..a., i , � �� t � j�`±�, �I ti �'� �i..:,. . . � ` y , ��'..r ,.{+.lSi� ! � .�: � ��-.�, - x ,f..,r.T.: F;� �'" � � , . �, � �� ' , f{ � � ' : ��''� i ; � � s ,�. ,r !r,',%. ;��',ae'�. ��lr�i, � �� '��; �� .'�;, �r.l� ��t: � � ' . ��`�1 �' ,k ' a./ w � �.-� t.. ,, . h . ,;a � "`i-4�—�;. .l I S dt ��:,,..�at �`,e � y� -�4�. 'i�� T M 'p. � � � _ ¢y � f •k\' � �` +.p- 11 �,y4�..i��"£ ',y. .. � .'`- .� 3 .- � � ,�.,; zy�:�, �'! ' �" ', � �� , i xii t � '�K d f, � �� .�� r .; € � h� ' "� � � i'a��r � r.q a.� , � .:; 3 �' I I �� A �� , �� .A�.�,,. . ,' � w ..,. � �. .��: - ` � � :� . ._ - .. . , , ., � . iR x.f� '�_ � .y 3 1 r ' . -,. -� � � ° f r bR � � � a { s:;J . i . �- � � ;'"�v.+ F { SX��'r� �H� }� ! q kA , T ` � `y` �, `�'i f � . �t I F - �' � + 7 f � r � � � � ;r � � ' ,L �; i�;F '` +t' , ++' �� R f� �� ;{ � y _ I ��. } rv .: !' V_, : � i-' s 1r� ;y� .� ` y(. ` :. yt n: {• �.A [ ^p � �.y ,'4 t'1� �,, z �n , �. s�..t� > ; st i ,� . ,} . � r '. ,: � : s, � �' i T. ' �'� � p i � � G �cj � z^� i � �. �' �, 4� 1 } v�., d ± �,� �� ,: � `� � .'h,+• ,� r:�ti�i� n-�' 1. �r _s r t,_l. �. t�a� 7� h-�- -�4 � f y rtt:i t :, t , { .'. �'¢��' , k� 1 "� 1ti i� "��"�t1 1 `�',b`r-� * n #�+ ;F'lu� R-:� I ^� wH� j i ,,,,. � �, � " r : � , 1t �' t � � `�`�R,. � .. '!�3 ;� r � � � `rt s� t ^i � ��fN � �y�rt'"t v `k� { a y . f4-- J' -. , 4�'r s �F 'i "4. f ti . � ,p � ��.'.i r r ' �. � �:s ',� �i d.-� y � . " '� �,� a � ? q{t � '�' .t"�� s� � 4 � �s �: SoF j-r s �t�� ', 7y �h_�� t � .jef i , � ,.f �` �r d �`�r �.,. 9 >' ; i ,� •' t � +n, �w'f "T y� ,� %.q a �n�Y'�'' �i ,, E:� `l ,. , � �r��'i . {, .. �yJ+ v i 1p Mr� s 3E ��Ls,,.�yr � J �'r i'y r �,} � 4'. �' ��'f ,A µ� � e� �` nr� ^� ; i / '� 4 / { �'i, a }� - j P�xR:n�u'�n,��J��v J,^'.=!-N'1Y�9e1�1- Y 7 f ��'F � l � �.Y. 3' �i 5,� �.� } � I��+�f.-I ' Y Y�.t 1L�.d �: -'�' ��Af i�'� A�'r�'"7`�+Y -t� k,17^:',-`��'ytr�.51'�C�.t;i.�.; Y1�! aJ�',:� ?,JJ"fi ( �, f ' ,rl � ' `iY k i t %` (�1 { 1*' �5,� t�A '�. 3� �1tx .,[ n } � � �, ` uk'' ' ' �, ,a �e 3• ti �i��• 3� .y rMi' * t a .c `gt q� .�. $ f � �- ,:�+ ..+ir ,�. w�� r�T t ��` �°," ,�.li�.� !t'�?,r��F� �r �` { I "iM� 1 l 7'�..y�r i� -t �. '"' S� Pi��' ..Y �+ .��, t ��'� hv � -¢' �'� � `� �V "�,k . F � 4i A. i fi`ri ,� 3��... stt�; Ff`w �+. r 4 Y y.:� ),ly.rn� � 3;;. �•`i5 "I� ti��,,�,i F �1 F� x h: �i � . i`. �'� °.n � �"'rr� �� 7$ 5� �y r� a n. -ti. - - r at •l/ '�1 Y1'M' . A YA I f eT� � J' �py �17' �f 'V+{f �{y' �. � f •te� I�.( ...SF" > .Y. . . .�,►`y�i " 'r�r r.+h ,� i�•ti, r C<q3;.��i °R� �,.:�.',y'.?',�: �;' , �� ,�:"�r'� � �. F��.. .+ � : "- � Y ta . .`��`O...R'!4�.� . - - . . �� ..� i c. 1952 house �� °�' . � " r� �.t � i � r� � � � _. ,� � �:. . f . T j i tl i ti e: I �r.� �.�. �. �: �. � �. � '' '�-� . . j j ! � k�- r 'h. . r � � " � rt�` `�� .� � �g '• 4� �e� � ", . � � � �� P� �4��` n� �!� � I,...�. $s..�-, _::+.+f�a��4 �. �� `� F,F��qSy �{��', q ✓' �i � i a'-'r'� ' �. �� '' 3�s��',i• �t j �'III 6EdA3�, °..� � I � '�° � r t �.. �� tl�il'�'�� II;�II,�I ��.. j�i , H, _ . d t . .-.�,.��' ;�- �I `' s �. - >^ � , �` I t .'•� f �f ; � � � �4�� ..��.�� n.. _ . , ,4 � r V�'�& L_. n�� '.ryi�r �.I . . .-. - -v��s�., f � �r� ~ �t - . � �uF� . , ��ytF� -.,. g ; . . � I 1 � �._� �� ._�� P '�iJ.` i Ry � . ! `''j _ �\ ` � •r :� . k4t , ; . � -_ �( •T i ' .� .' { .f r .'�� ,• �,y.._� y • � .• .' ' � y y * .•yY ` .� � . _ . .. • . �,..��• i�' � . '.: �` �' T 4. � 1. '!' " . -' �l t - . . . t � .., } „ - � ,:3'�. ' J . .. . ' . . �� , .. . . . 't� . - / ',I i - � � ''+ " � ,'�_� , µ i �r . , . . ' r . . , , ` . , ., �"� � c. 1947 house Hislaric ArcGilec�iu e nnd lm+�/scnpes NO //ISTORlC PROPIRTlES YRESENT OR AF7TClED j'arui (or Wi��or 'l'rnnspor(a(ion I'rojecls ns Qun/i(ied in !he 1007 P� og� m�unnlic Agreemenl. Page 3 of 3 Bridg� 790315 �J , `�✓✓, r . � ��{r�/ -oa+� 'v ^ � � ��j;., � � , � �! .��R )'fd � `•J' �j ' � f , . r:�--/`i � ,�'� ` - '- ��I� � �'-g �SiQ�% _ �,;._ � , � ` � J_ " . . . . / � , f •�. �` 1 �. ` . . _ � � . �l `� • (� `d�� O L' t CnT< KYIGJ� i . ' � . . P • � 4t }' � �i '� ~t n� � � D �� 9 y 4 I ' _ �.J( "" - -- '.y"�- . .7�x � o. , j � 9I.' L �� . 1 _ � �9 l '% �� _. � ,+ . f � o % ' , ��.•�1 .� x . �� . _ � � �o., r � r '_ ... - . _� � � �� r�= � ,i^� i �a'- � � p � . •� E i i t a ��- •�i � o .`. �7T4 �, �r . . �� ,. �Ct p �� a0 � ' .. : . ��t. � - y �..s' �` G'. , • *.. �� , �. J. -. f� � ' . i r . � - �� v _ - • e.. D _.� w w •+ - .. • � �'_ _ �, � ' �' .� � ^`°'�,. � -- . f�i . � _ -�.` � ` � . i � � . �,` �'�r' 1 • T� � , �>� '�; . 'Y1.-: - . ' : /�p � i . �„ f � _- �,� . ' J ` � L„ � � � ' • _: � . r � �, �Y[ �r f � kI '` ~ � � « � � II � • . _': ` O�i l � � - ``��/ r �� 1�--' � ` f �—.. .. ?. �� .�� - e. � ,fr �� . a • -. � �� ' , • '� -�' • o y f "� � ��. � i� 3 � �� . ' !SO � ' • �� +` � � �-, � . : . . - -" �, y1 i 1 � .� '�� , D �y . ,O" f . I� � �"S _.�,� y 3 � . (� • i�y � • • 3.ti i' 'GJ � . ' Yr " r W°'�7YT�aii�\ ~��1� 1��. � .. a? t � i � �'� ��. ir'Y��:� � � . ...lV - .i . . �� i D �� . .� J /{ ` � � �. • � � � / �. \� '' V .Si � -��'� � ^ •i ..� . � R 0� R �_ l. u � 4' � _ - �� : .f �t,, ��✓ � �1 .l ` . _, . � \y y .11 � I • - • ! i \ r . i ' .,�,, � _. ... . i � .- i iZ,�S�T • �=�°� / _ � • G r :�i + z i ,�� •. i . . � � � r � . \,q�.,�� A..J � �i . s; !� E i. '. i � .7 �'�;� "� p O � �s • � - J �,�it�i •*.� � � '�.�*.,.-"'c1�0 �j� . � . ' � j f . n - �, �� ,. ' �4.r y � �� UJ � _. � ti.l � .� �'w i t..!j'• :. ., . Y _}' . , ,� ;;� s s�a � �s >;!t � �3'] . �� • � � �_�� ,� y OO Qa �k � � .. ^ ' Y ,: r S �'..��1/ s � C ' T�(• ,V �1Sj! a. i'_ •- ��• ��(�. �, • 1 2^� ;.++ f� .: .., i- • • - �� . , •, _ 1� . - .r '�� .y � �r[f� . �a. . G • � -.'. • � � f 1•.� .��.�. �4Ca! _ � ♦� �- t � `� ', � . �� G� t .��L 1 W � .. � . ' ' . � y'� ^ . `_ a' ` ^S. `�.�� . ..� !� . �i _ • � ^1 �'. ' . i' � � •,�I �.�►• • • M •-..s. _ • � ,'__ . .l, . }� " ' ��. . : . «f .. �':. a�yy� �� .•��`r �r . �Ia� • f-. . _ � .` . � .y� �, ..~,. . �. _ '..r.. "'�� ,ti. y'ff• •.r:"k Y f �i' � l�.�w� E ..''�� 'C. '.. � � t , a/� �� • • . . r ��., F1?J:.s �.� . _ _. _ , . �"a `` !1� _.� � � r ��. �4 • a' � . _ .. a-'S�' � .. � = �d ,�'�.._�` . � ~-.•Z.1� . r �� r "a -'� � :�. �� - S , !'� l : . - ��,_ :. •�� e ,t � ,,. .. C� ..` . . .• ��`� — _ __ � n�},' F. �. _ . '� �,t � �f \ , .;-ar � y � � �. 1 . • � �' �� . �"— _ . � — 5 R'�. ' - � ,� . _ �-�� . , , -. � �._� r . � � '- � . � �. ` �ti k r � • :a ' �� o � � -` ` � _ ...m_'�. " '.. .. • ! �� • . �: � .. a � � ,I •• �..� ' � . ' ' 4 � �, w ��,�.-1 r • � � `��-` �1 a �' ; � •� , r� .��,`{}� "y-_' '.y • .'s' —�*WW.�IIa V N �'r"eQ- �j. a. . � '�i J Y L � . � � � • '�. f LY � ' F�.�.-.� _ �"j, 1... �li K.p' 4. `^� � � �_��- �i$�1 S!'h� :'--% � f! , ::� � �• � • � . - n . r .�.' � � . �%� . . y ' r �i1' . . .�_ � \ � _ �._ �` '�� i .� ___ �y - �. a �y��. '....i4E �'c�� 4 � �y R t� _ ~ � ��3Y f r � � _ . • ��,. . ' . .�--. % .`��- i�► s ' . . - �.. %c� ,. ' .`e • �' i� � �'- `�,L_ J � �! �4Y{i'• � -.. `.. 1 a 1 - `.�. . . W . ,r� � '�.. --�i �y(, � �'�t� �, � . �\ � � . • r`�l . .. � 4 � `.'� �`e �.��'8{a i � -. . - ' r ^ .`y�i � i.i�.� � � � � . � � e"�LL . � v'`�� • .' •�` � � % � , �`�� ri � `4� , i � � f g � �� ~ . ,. , � � �� \ ,� i � ( ' � ia �ty fr�� a • t t \ � - . \ . � ' � - � ' ` .. S -�j - - �V� V , : -< „ . - � :3 r e � — _ 5 � <. �� . ��, "k,,, s. 4 ' rs ��`'C. 4 =- ��. - . - �r \ - _ - _ : - �� -. _.j A '!' �r .` f j \�� J� �^�� `��.. .� .. ' ^ �•� �� .. '' v �. - •..4 .. . ;�., -. � _ 1� /* � l, �� ~� .L(� t. ' � �.52-' �' • J'� � �, i �:. a � 1 - . , � ,� - ti . �� , s 1 y�b y� t `� • t 1 �0., _. y)��/ �i. ' - E L � -.[ _JV — _, • �� • ' `.��. .. � _ �`' � �.(_ ,�f.,��yyQ�' 'n. � � � ,� S� } �� M�`'�'�� ` �CV' � �\ ..J � � .Sf1 �� _ . ~• : lf'• , J � `T � • � , �]JI � • /fit� � . ' � � . � Y ��s r: ; �`., . . .�� '�_ �,, � � ` .i� � • �� `+ � _1�" �+� . �. . a .:� r ,.'s •^ v: r � . �f; r-.: .i^ � � . :�, - � � i . L . �N�y� � -''� � . 'S:. � �`� s ` � 1�1'., a �f ,, / _ �. � � +" . - a �~' � ' ..--,:,� �' �� ^ � x '. _: ` i.� . � '� I � f� � --i-• f � �v�-' f � ' •„ 'f,,��`,� � rV �' r �,. 1�... .. �.'r.. • t � ` 4 s+� � . . � ."ti„ . ,• '� � . � �� % _��, � 'Y .. l �L. �.��' a_� . ` � { �n �1 _ '� �(� � � � `l l-. \y ^ � ' • r; " � . • ♦' � „'.r1 �"i • i � : f� 7 ?� i \.1 I \a 4 �,`� "s' /_� _ �♦� .'ili � •�11�� y ��`�.� _ � ln .. _ _ ". ah . �` -_ _ _ .• ti + , I �r r .. . - . . . . y -� .:: � - .� .�q r �1 .1 ` _ .. �_ --�� Y f Vu �- s . _` N� 1C�• : �. �_ • ,` ��y �f ^ �✓ �.� '_ . _ � !T� 1n��.. )��1� � ,.:._� V �•�-. ' � '., T � •�.� �. ` '1�y �i� .,�7� .� � . � c .- v ��n �� -�- ^ /�� g � - - �� _ `�� r ' � _ . .r �;r r � '' . ,. � f !�.�'� �- J/µ -�:, - • - f ��..-..r�..I z, ...� - ' .Ji / ~� .� :�� • ' l y � 4 f�.."�� tica.�i _ " � � ' ' . �••'�. fd :� ' '�"-1C * � 5 - {'' . ��`� � ' �.�, �`- , j ..� . � . � ,-. /}:9 •�8t`�.0 ". j4`� •� � .t�� ` � �+-r"p � . : , , ,_ - ... . ,.._ l `': ^ y ; � i'rt� ��:�%. .�� "k� o-�. � - � �. • . \ 3. 4 / �"..,�,.� \ ' �� r � ♦ t,�� ' .� r ti �'- .��'. � n . ' .'. '�1 t• �P`� � 4 •'�yi ,\ ,.•. � �� t�, r• ��.� ��'� �,�• ;'1 e. i'' `+ � -'d p / i-�r`'- �`��(� .. � \ Z � � 1 ` �� ' }, a� ! .! �'. � � :=, h � [ . • . �� .i�tlft�h alirp �• j�. ^• �'( . ii! E ��3.'T�..' `�.,.�"..�a�.�:��+��.:�,'T � � - . , ,��r ` ` `r� ;f \~ ' 1.` i i; . � � �,p�L . J. 1• � �i ` � � . �� ...r{� t--' �t/„�.�� +'=�GSI�'J�if� � �173:J - �.RJ�-'7.�.+�"l�r�hhY�,� r "�7 � (..` `- cr�s/i�'Fi _. � .�� /� t � : , . � ,. � ..r l:l'`�i.. . �,�,{, . . R- �.' '--� � - � i . a�d' ' � __. . .. �`�`�1�.' . " ^� - s. o. .: t:;Il �p'�? . ,r� �7�,.�,Y� , - 3+. .i :N � - tt . j! � �� .. /'�` O �'tr. �. � : ��e y� / �� .�*^\� �*# '•♦ 41�� l � { � ` �� j��'' .i . .a �S. " ::� — I "_ _ � ''e. i ( , `, � . �-r �� _ 1 1�� ._ .� . g. . „l�:JI `S.r.- .T •t • . '• e � Y� ' i`�• � . Project Tracking No.: 15-01-0027 NO NATIONAL REGISTER OF HISTORIC PLACES �bQ�`�- ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES � a,�, �,,-;:: • ' �` � '�'� PRESENT OR AFFECTED FORM ��' � �o :�i �, �, ��.`;.� : is o�7 °' This form onl ertains to ARCHAEOLOGICAL RESOURCES for this ro ect. It is not � � � Y P P J �,.`'• ..:....� ��y�`J� � valid for Historic Architecture and Landscapes. You must consult separately with the � 4 Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No Str.# 790315 17BP.9.R.61 County Document: Rowan PCE or Minimum Criteria Sheet F.A. No: na Funding: � State ❑ Federal Federal Permit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14 Project Description: The project calls for the replacement of Bridge No. 31 S on SR 1225 (Patterson Street) over Grants Creek in Rowan County. The archaeological Area of Potential Effects (APE) for the project is defined as a 600 foot (182.88 m) long corridor running 300 feet (91.44 m) east and 300 feet west along Patterson Street from the ends of Bridge No. 31 S. The corridor is approximately 1 SO feet (45. 72 m) wide extending 75 feet (22.86 m) on either side of the road from its present center. 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 or documents as needec� "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. lofll Project Tracking No.: 15-01-0027 Brief description of review activities, results of review, and conclusions: Bridge No. 315 is located just west of China Grove in the southwestern portion of Rowan County, North Carolina. The project area is plotted in the western half of the China Grove USGS 7.5' topographic quadrangle (Figure 1). A map review and site file search was conducted at the Office of State Archaeology (OSA) on January 27, 2015. No previously recorded archaeological sites have been identified within the APE, but seven sites (31RW69-31RW72 and 31RW80-31RW82) are reported within a mile of the bridge. According to the North Carolina State Historic Preservation Office online data base (HPOWEB 2014), there are no known historic architectural resources within the APE that may yield intact archaeological deposits. Topographic maps, USDA soil survey maps, aerial photographs (NC One Map), historic maps (North Carolina maps website), and Google Street View application were examined for information on environmental and cultural variables that may have contributed to prehistoric or historic settlement within the project limits and to assess the level of ground disturbance. An archaeological field investigation was carried out on February 10, 2015, to evaluate the project area. Patterson Street and Bridge No. 315 cross Grants Creek roughly east to west. The creek drains to the north and is part of the Yakin Pee-Dee drainage basin. The APE consists of floodplain on either side of the creek, steep side slope at the eastern end, and a gentle sloping terrace to the west (Figures 2-6). A secondary drainage is also present alongside the road to the northeast. The area contains a mix of open and forested residential lots. Open property for a radio station falls just outside of the APE to the east. Obvious ground disturbance involves a wastewater corridor within the floodplain to the east of the creek, buried utilities alongside the road, and landscaping to the west. The USDA soil survey map shows that three soil types make up the APE (see Figure 2). The floodplain is composed of Chewacla loam (ChA). This is a somewhat poorly drained soil with a slope of less than 2 percent. It is subject to frequent floods. Due to persistent wetness and flooding, this series not well suited for early settlement activities and unlikely to yield a significant archaeological site. No subsurface testing is required for this series. The far eastern side slope consists of Pacolet sandy loam (PaD). This series is well drained by slope is between 15 and 25 percent. Typically, sub-surface testing is not required on landforms with slope at or greater than 15 percent, since they are unlikely to yield significant archaeological sites. The last series present is the Cecil sandy clay loam (CeC2), which is found on the western terrace. This is a well drained soil with slope at 8 to 15 percent. However, erosion is moderate with the original surface layer mixed with subsoil due to tillage. This series has the potential of yielding intact deposits even though erosion can be a hindrance. As a result, subsurface testing was required for this series. A review of the site files show that at least one archaeological investigation has fallen within the APE. In 1984, Wake Forest University conducted a survey along the eastside of Grants Creek for the current wastewater corridor. This investigation resulted in the identiiication of seven archaeological sites (31RW69-31RW72 and 31RW80-31RW82) within the vicinity of the bridge. These are all prehistoric sites situated on well drained stream terraces. The sites were later revisited by Archaeological Research Consultants in 1985, and those portions of the sites that fell within the wastewater corridor were determined not eligible for the National Register. No evidence for an archaeological site was found within the eastern half of the currently defined APE during this previous investigation. This supports the idea that no significant resource is present on wet soils or on slope at 15 percent or more. Lastly prior to fieldwork, a historic map review was conducted. Most early maps from the 18th and 19th centuries provide only general details concerning the region illustrating just major roads and settlements. One of the iirst maps in which an accurate location could be determined is the 1893 USGS Statesville topographic map (Figure 7). An approximate location for the project area was plotted based upon the "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2of11 Project Tracking No.: 15-01-0027 layout of historic roads as compared with later maps, but no road or historic features are depicted in the general vicinity. Later maps such as the 1914 Soil Survey map for Rowan County continue to show no new features (Figure 8). It is not until the publication of the 1938 State Highway map for the county that Patterson Road and the bridge are illustrated (Figure 9). Structures that are depicted on this map are to the southeast and very likely outside of the APE. None of the subsequent maps show any distinct changes to the project area. It is not expected archaeological deposits associated with former signiiicate structures will be encountered within the APE. The archaeological field investigation at Bridge No. 315 consisted of a surface inspection followed by three shovel test placement (STP) along the terrace to the west of the bridge (see Figure 2). No subsurface testing was carried out on steep slope to the east or in the saturated floodplain. The surface inspection revealed three prehistoric flakes in the front yard of a house southwest of the bridge. The yard is heavily disturbed with the surface layer striped with mulch added to flower beds and around trees as the only protection. Gravel has also been place on the surface and has subsequently been pushed into the soil. No subsurface testing was carried out in the yard due to the presence of subsoil at the surface. A small forested area extending out of the floodplain and onto the edge of the terrace appeared to still contain intact soils. The subsurface of this portion of the terrace, however, was tested with a single STP (STP#1). The stratigraphy within the forest consists of three soil layers. The upper layer is a 15 cm (ca. 6 in) thick brown (lOYR 4/3) sandy loam. It is followed by another 15 cm (ca. 6 in) layer of yellowish brown (lOYR 5/6) sandy clay loam. Last, subsoil is a strong brown (7.SYR 5/6) sandy clay that extends to at least 40 cm (ca. 16 in) below the surface. STP#1 produced one quartz flake from the upper surface layer to extend the site to the terrace edge. A further two STPs (STP#2 and STP#3) were excavated north of the road since surface visibility was poor. These STPs show that this section of the terrace is very heavy disturbance as well from landscaping activities. The upper layer is a 35 cm (ca. 14 in) thick strong brown (7.SYR 4/6) sandy clay loam, which is likely fill from elsewhere on the property. Below this is a very compact layer of dark yellowish brown (lOYR 3/4) sandy clay loam that is mottled with strong brown (7.SYR 4/6). This layer likely represents fill toa It extends to at least 50 to 60 cm (ca. 20 to 24 in) below the surface and is followed by the strong brown subsoil. No additional STPs were placed on this property due to the extent of the disturbance and its unlikeliness of yielding intact deposits. Regardless of the disturbance, a prehistoric ceramic sherd was recovered in STP#2 within the upper 20 cm (ca. 8 in). Modern window glass fragments were also found in context with the ceramic sherd further supporting the idea that the upper layer is fill and contains no research potential. The site is recorded as 31RW261. It measures approximately 50 m(ca. 164 ft) north-south X 30 m (ca. 98 ft) east-west and likely extends outside of the APE to the south and southwest (see Figure 2). The site is situated on the stream terrace and is bounded by the floodplain to the east and the extent of the surface scatter to the southwest (Figure 10). The northwest boundary is marked by a negative STP, but this section as previously mentioned is heavily disturbed. The presence of the ceramic sherd associated with modern material on the north side of the road is most likely the result of modified soils originating from further upslope. No investigations were conducted outside of the APE and subsurface investigations into the disturbed soils were limited. The artifact assemblage includes three meta-volcanic flakes from the surface, one quartz flake from the first soil layer, and one ceramic sherd from possible fill (Table 1). The ceramic sherd is sand temper with a plain surface treatment. It could not be typed. The surface scatter of lithic material is very light and covers an area that measures 15 m(ca. 49 ft) X 15 m(ca. 49 ft). It is suspected that only the edge of the site falls within the project limits and that a greater density of artifacts are could be present either at the current house location to the south or under the paved driveways to the southwest. The artifacts collected date to undefined Woodland and/or Archaic prehistaric periods. Due to a light artifact density, lack of intact deposits, and general ground disturbance from erosion and landscaping activities, the site contains no horizontal or vertical integrity within the APE and is ineligible for the National Register. However, any portions of the site that are outside of the APE and were not investigated should be considered unassessed. All historic artifacts identiiied within STPs are modern and are not considered associated of any early historic settlement of the region. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3of11 Project Tracking No.: 15-01-0027 The archaeological investigations for the proposed replacement of Bridge No. 315 show that no significant archaeological sites are within the APE. Surface and subsurface investigations did reveal prehistoric site 31RW261, but this site is considered ineligible due to a lack of integrity within the project limits. Area not tested or surface inspected consists of either saturated soils, steep slope, or were previously investigated by Wake Forest University in 1984 and are unlikely to yield any significant infortnation. As a result of the current investigation, no further archaeological work is required for replacement of Bridge No. 315 in Rowan County. However, additional work will be required should design plans change to encompass property outside of the currently defined APE. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info � Photos Other: images of historic maps consulted Signed: � C. Damon Jones NCDOT ARCHAEOLOGIST ❑Correspondence 2/13/15 Date "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportateon Projects as Qualifaed in the 2007 Programmatic Agreement. 4of11 Project Traching No.: 15-01-0027 , , -, �. . .,. _ � L, • - ti .i :�� , , 4 ' � F ; t. �. \ � . I . h �� J/ �..•..1 v �l• 5 - � � � .b"p y.'� I t �— r I+ 1. � , . 4 ,� �`�ne I�ile F��dius �Sh�de�� -� ' _ - � ;, f .�-r� � ;� �,�;-.� f`I ' � ;,' I � d�l`'i�^,'' ° �round Pr�ject�r�a _ - —.. � '-='� �� f �� •- '" '� . � ` ' � ,- ;--� �� i,- .. � 1, �R Qs r x. �y.� 'y j �. �.J .,, Q 5 _ . , — � } , i . � d - '�� • - 4b.� i. Y . " i . M ��i �...t F , . � � ; y � � '�-� � �y� � ' �'+ 'I , I � � , � i� .�,;� �t f `�{ ,j S ,s( ,,�.. � �r.' f � �t � � �"eR r ! ` r� � 4 -,1�� ; t� f j ; +' � J pl,± -� Vo . I �¢U � �' � r •�l ai � i ° �� l^' °�^•. ��., �7Aa .;�.. _ � � '9 � ! �, i i' !'��rr`sJ - Z e' r f''' r y� ° .� a! i } . .b �.+ Fy. 7 � � V- � '`S � � �� Ct + ;� °' t � �, _ f, l s"A � i �". t . '� .. . t L.� r s� ... p ' i . r F"' - . �,'E i4e�,.. ' "1_1 . ,,t, �/�_ �I� '��"y�. "#� �„f �y i '' �.� , i '+, .�` � �. � � ' ^ � ] � r , � � ` ± f =•, � i i+ � i �. � -�� * 'n �'• � ". w ��.. ? � a I � � ' f 11. ,,,-r.�.. L' } 1 j. '�� r f/ � !p ''g �r� r �.: 3y . . � �.��' �� f ��,,,�_-� ..A�. �+ay t � p� i � r. �i t e '-'e:.s 7� i. nvo. .� , � f ,, � y i � F/`�5 I � � +.r - ► . ` ; i �� ` df �.' �.i q j �`i l r „'= a' ��i . �,. s .r. } l'� .i1� � ��; r a�F�� e .� . � �" J/ j! �"� -:� ,��^��"F' `� 1,' ; [ + 'i, .�% ,f ��r d i 1 I I �P�`�` ' � � `�" !�`s. r� ri+. �. ,� � � . � � J ; � r' I . , �� a � �` � € r ' � �'.4 ��'�� i' � , �3 �4 � �4% a � $ �� 4 7 ��i I i �i i �y1 I � •?a�a, �� ^� r x" + _ . �. f ,? . . . � �� a 4 �. i -"? s � i � i y ` I 't a.�.. .. I '+�}`y . `.. . � i f3 � � � . - 1 .. �, { � +, " � � ,� J l � "t � -x, ' • i � ,,1 � +� !' � ti � -' � . 82s• � i : �i � yT� � _ (i 5dj1 �9� � p ; pd` f :, �a_ t �, _ � �vS •l`�, i. .}f ,�%� �� 4 ! i Ar� �gm � 11�ti� ° � , t j4� .� .t � � r� �f � .�`� . . � �' � :RI-.��I i_ � , I -� , � � �id ,-�+' ` � :. � . � - i I � 1 i I � • :.,~ .�� .w J �r ''� '� � � ��.i��. ��.. I } "�- - — ,'�; +a'�� I�[��]P '�=' ' t F� .,,dt y ��r - I;� 4 �� y �I , ,, � -,t J r � +�sr � l I�, e f..l � 4 '4 � -, -c, ��. ey � . . � '� . -_ . . ~ _ y� ;� A Y y � d . ' . �I` " "l, � �F ' .: '�'` l y,, f . � P '^' � ll �...�..�- '1 �Y .h � 1 � T� 5 , . ; , r �/, , • 4 t �a . � ; `' K y E - �. q xh- . � � ' "� •.� 'r 4 ' I - .nr } �� .. f � � - •�°� .. 4` . "�` t'' ; . '`y£• � : . ' . � r � � ., a 3- t . �? 7 - .. r L� :r. :�'.• S M �'ti n� � 7 4 e � I _-. F _ k 1 Y . �i ' .— . � � -' � d 9- � l ti '�, , l :! 'f """ ":`;- � r}. . � ,� ... \ � I .. .� ,. � • � . t pr ':'�' e ..H � # �R1�� I� �,`"�.`. y �� ? � � �-� v,9Fk,�tj1. � `+ '� _ ' - � , ' h u ri ( f '� � P"� " �q, . ; � �idj �. � ` r - ° l „ ; 1 � i _ . �: � � t''��,�� , t �y � ',� � '_ � �t" ! y � �r �� J f � - � - r �� g� ��f �Y`" � y r ,t � ' 4 �� : i f �: - r � � '�` .. J 'f�.]'� � �� * �j` _:� °� � .� �'C �IX. ,'�� .. .�- � . �.7 � .y� � � i � ' -.. 4 4t F' � �' . . ` x . v I 'il'r . � { Ie '�� ,i� s � .� y.` �'.sy�,t � � `�r ,� �'S £ � '�� . t � - J.�...� � r`� 't . �. ��4 1F�' �,. � 1 � . � . .. ; , 4 � . j ' � ' � ,'�j� K � ;w�''�- R vl 4 � � � + �t.. � y 1 � I % ti'� i � i.'.. r . � � �.. � t .,� �,1�rpf �� r ; .: + � y � lt,� i , I V� f ' $ ,s �'� - �y - �., �� t �41 . F � � .S � y 'r^,� �£'" f c�'-`'f '4�.E�'., * . m'�4� y r � 'f--�;�1 .- . � � «~� - �i I. v � }�'' ,'� { '�� a� � � �� . E X� 5 �� G . ��!' � i . 5 ` I a. $� .'�' � � e r h �i r F F � . � lY � �''ti •,.�i , . ^ . + � � �4 �. .� . � � � _ � � �f i�-� 55 �-r �e� 2�-'. � .� - _ r� � -:, �.i� ._R� 1 .'. a : .. �..� `_.ti r . • ; P' ,� � 4 i �� I� t .: . . i S l I I . — } � � "�`F'.." � .' '. d , � ti4 7h� ��-s I'� i . �� i - e- �-. i - ?�i wS � - � -- � ° `' .� �r� t�r 't -� ,� i '`t P � � , R� d l r � � , . _' ci �.,� �...' � 4 �� -� � .�� . �- f�� Y k � - . ��tt{ � � rt . � • . .� {��m ' I Iy.ret� r '�� °`�' e-` `� y�' .@�, . � i � .r :'e1 . � t .,, rf:4 9�.�' }�'� � ��,�i � ..' ;� �i � ' � ,F�a „ c� .. 5 , { i i ' ,,.., `. �,�" 'i� f 4,.¢ ' , , �_ x o �. - i E �� e ` � ti:: Vr'��J�I,caW�S ; L �r.e { � .4;� � ��' � � I �. �, � — �{ w�-. � � ` ��Qfl'i,pffdF�9l� � tiq`,� �� Y . - � ,�,+• : C . II ',' r � i� i` i.rx.. - •� r� 1 i 1� ��._tl' � r ' j I� ��4 I , I #f e ^4.� . \ ° k , ^� � � + 4�` t � q, f � � 62$ � � � i 19 V _ 4` �� ' A , �t � H�t �ian �' :��I"' "' � m �, � �� i r� �j+h �,�`` , ti - � � � %��, � � i e ;�, • � . '� . ' � I,," � f i �1 �� ''�F ► � ,ti: * �G:i7 � a� c ' � r ; � `, i k`, �v��.! h j{� ♦� . �•I � ��i I " \ _ 'rft.�.� � � 9 '.. ._+• . � ti ��' '. � ��"k h. � � �r 1 J � � % I f , ` ��i'4 • P v � � e �� i'•, i Q 1 � hw9 il � s W E C� 1.QC�G Rov�ari CcaurtF hM9eters S Figure l. Topographic Setting of the Project Area, China Grove (1970; photorevised 1987), NC, USGS 7.5' Topographic Quadrangle. ".NO N.ITIO,�VAL REGlSTER ELIClBLE OR LISTEU ARCH,4EOLOGICAL ,SITE�S PKESENT OR �IFFECTED ,Jorn� jor I�linor Tiznrsportatio�i Projecls a,s Ouali/ied n� fhc 2007 Prograrniziatic ;l�reement. Sofll Project Traching No.: 15-01-0027 �, � . � ', ro;�� ' � � '� , � r � � y� ,� 'Fi�, r � � �i` �s��r-i c � - _ '� � � �+ � '' I � � J��S �r �.�',� � � � �� ."� ' % ,y �, ��,�" xt �a ��F .. , '��i, '�1p- ��`."'t � - ';' �-� �� e�ults "�_ `, t` � � / # � - � � � � "�� '� "'� '' � � � y � � hJegative Ar `� � +� ^_fi� ~�,-' t ,�+ �% *�*". '� '�l„� . '" �' �' d r � I g r _ � { ;,; f� ,�rk'r�- "�,�3„�` � �✓'` . � �` Positive Rrehis4aric ;� � - '. � .,�.� ��,� �u ,� ,_.,r. tY - ai-*,� • �y �ai l �^ � a .�'/,> �, _�- Sc�ils �� eR" , �„ � �� ,�FJ:,��t�` � � '; �, �"N"'�`��'.� ,`�'��I �� 1 �` � �„F ! �` ! i � �^x �s �# L�r CLPI�CILJF �f G`' �E2C i►R � "� %r�, "` �� „�� It2 31F�tiJ1r��9 ��s'��A��r�,� -- — ;- r r �...W � �r:'.�� r � ' :1 �r �. � � � � ': ,_ �` %� °�,. ,. � Ar E (I�I l�� y� � '"' ,� j�,� r'�'�l" ,� y i� „ ( �-+� t {__ X fr .,4 .>L.�, �..� i s� f�� r� f.'A �;� M t f�. � y. _ }� s�„� ,� , rX�o,� - tr `f�, �.a. �. � �' _ .r� - •� � � � � !'�� ,�'-'� . 6 `":� ' �'� -�' �'�'- � l'� k% �'�,d�.., n s.:.: �; � r � � � - �, � '. r� it,��. a '�� +. -ti.��„�K � 'i"''- N`"' " . �r �� J •�'' 'Z..;..r_ �'r �� . �4�4. �� 1 i'�� _� �� k ,:�t ��F�� r�.� . 4 �=:+ �'- S y �� " � `� _ A�ie� J f�� 3 y , � ,�' � � �y �,� �� j� � �d�� _ =�, � � p �" y� 5i. r 3 �,� i .�� '� � '( � -�' r, �'`"k �. y"; ` �� a �� q I� f� � '� � ;' � _ y �P` `, : i— c. _. ��! . � � yr '� m� .ti ',�.r ,.s a i �; =�S .�" r `` 4- a4�'�- t .Yt r F ,r�.,� � �+� ..�'�` �I� ,P1 �a�i� �.qr,_ ��'. .,+�.I� �T3 � �'y � r '�' T q� ..�j �c � + 1 �.ah �� .�� '{ t , ��1 T ,'�,y �j� � 4'; � z .d �. `�( ` ," ,/� �a� , � 0 �� _.r � �l u� �`�' �}'jR�.� Y ,x ' �= ��' � � ''`.- ' -µ � �� i , � � r. _� 1 _ ¢,�: � - ,_�d{��. f�� ` �m; �y,��.�:�� y l X�� P� ,� �� ., a�� w•� � ; -��,� f ' f � � �� ':+�S] ' `� 3 1'• f Fe � �jiy ,�/ �.+ � _ - _ ��.�._ 6 �'` �: � � �1a i� � �e �,, . r �.�� „'"�' ~ � ` '��" " '�"�`, ,� �� •4_ � ,'� , ., ♦ f �. � � �. i .. . `Y_ r :_� j � ➢ � _ _a _ � J it h . L��J�II[1��J�[�l��r��.� �S �.t �� . %� �� t '_.� . ._ L �_ °� s � f�61ue �ash�s� �' ��rs .'�i;� �°��r� ",�r �^. ' �� '.� � ,�, y , '�'r „, ,� �. �a, l�, �""�' ,: ,�%,,� ,;+` '� , � _ �� `F; � ;� � �* �` `' �6 ��,,P ` ; , , � �,::Y, : '+ � �� ,: �'�. '�h - r ,� . � ;. J . '�'�'Fd. ��,�.� +F;,si ,,i a'�' p4 �. r , �, �; � � . � r.. �-f p„�. ��-- L!'� .. , .. . � .' �� r � �' ti { y .,. � > _� �� .. Y, �� 5:�� t�� I.' � } .� * /Y"� , � . �� eJ `` � y � l�q :, f . �, 1 �a � � �'.� _ ' - tt .. , � # � ' . .^ � � �. ■ . "��, ,�Y,, � ,a ;t�, �' ,,y � F , r � y ,��y a' � < r�� ,� ��;,a ��,�' � ' . �,ts � � . Y;s� .� �� r.�, ,r , �. �� ;� �-,�' , + �' ^ �" , �' '" � . d �'�` ' ' `;.is c ��'.� � � <�y' ��o- � '"i'�,f �, � � ,+ -� j � k � c� r •�i . � � �y�� r + � 9� � �. ,,✓ s R� A+`3�T�� # ,�. t ` ,,I° r, !� . "�' '.'i 5�i"� �� ,f r}'� .�. .� �x�� 'k . ✓c�o��<" ��`•�if sk��-, �k=� ssp'` ` � �! r ; ��r'Y „er•,z �� e �'yY'' ��f � . �p�:' ��, „�'- � � x � � �. � � :r � , , , : .�. � T �K - r �$ + ,�� C 1 � ,i% ti ,�� ,� :,�'� ` ��° �� ,�. it� ,d,: ;� +'�; p�� ,h�Fl,�;t'�' , . .� . � Y . 1' bs . . 3P . " r t'9 ,(j f � . j a '�h'`!,.' � -- .. � I� i i i_ J�l�, €,� � �r � �� y!' {,} � �✓� '� y�$'�" - 7 l.' �,.; $ ` �`� hA 1� 1 �� R��4 I,t�� ir � i�.�k r +j! `� 4 Ff/-..' lL�, 7 �, J(" .I', � � ,y�!�L� Y T �.}�1?� `^^.�f ✓ ia'� :% �''y'' �Y��t�G1r ,��. � ry�� i'. 0 3U17 �j Feet V4�' E 0 100 �o��rar� Cpur��, R,lzters 5 Figuce 2. Aerial photograph of tl�e APE showing developinent, landfornis, soils, STPs, and site 31 RW261 within and near the project area. ".NO N.ITIO,�VAL REGlSTER ELIClBLE OR LISTEU ARCH,4EOLOGICAL ,SITE�S PKESENT OR �IFFECTED ,Jorn� jor I�linor Tiznrsportatio�i Projecls a,s Ouali/ied n� fhc 2007 Prograrniziatic ;l�reement. 6oflL Project Traching No.: 15-01-0027 _-�. � � - �. y �, � . ,� � �' �}� �� , , � . _ ,� � � �� `�Y � ` �, � _ � =<t p 1 ' � �`,�! � j. ot . -� � :i . � + 1 . � �� , _ t L '.y,� ,... 1 � � � � �---� �� : . � \ �S 4\ � r . . �.� � .� f � F �.5�-$. y \, 1 l. 3 l { j � �i � -"'rS. r � ��'C ss, �� . f;v �t � � 1� :! i� `. x ,7 f '� .� �! � ',,, j � ` �q j�;� ,,,� 1��' � '` �� i��f �,� �� r t� . l� . � f .. � ; y� Y 4 ., y� .. v �� y � � � �_' �a 1_.. v' { �, '� �� ti �� i � � L 1 . .p ' � � 1 ` � ! �� 1 3; �` 3 :'_ ' i�p Y'�r.l� �' : B p 1 n i.. �� 3 Y .� , y - � ..f � �.� f ��i '�� ' fi � � ` a � ''+� :� �.,, ,, � � S� 1�� ;�; � I ¢: � � � '�.��'�'! N IV,rI � �:� ��t3 � � � � �- �.�'� �$p , t y � - .:�1�� , � _�. AF�� _ ! ��- �..�+��/,�.�'�� c.: -. � �� ,� i�x 1�f':� � � �� ., }�' a}L �h �� w9� Q , i�� .. ' � � .�t' �� J �� ° U3'S '��'+w«�� ''. � � ' � ��r . „� :. _' �6i�s -- � . .� �� 4 �� .� J�'. [ � h I � `I � ' _' : L�y�� IQY � �f� .Z � v? >> T-: �� r�� "� { �..s� �:� i�a�� s aU't` . _. �`" �`']�� t � . �A t� - �� . �", - � f� z=�_ r � Y � � � ~� '�` �� ' i q� • � . .�� - ,r1nd s� � �;t �� : ��.+��'i _ +c y` ��F ��:�� J ��, y� J . f �� 1 � ` ^ �� lt i�. � � �� s,,.•� i e ��.y� ,�,r .. - � �a > . ' � - . • e , Y :. "K� A .�K �� 4. - � r� } :' h �'�,,v �� .: , :S�'f S� r� �V . � v5 � � f �_ !� J � � � � , _ � >��'^ +4. � a �,� . � � ' p. I.. f .f ; ; i � � �� r� �+'.rF�°'� .' � �'r � .� I t .��. '. }.� . t a _ ` . " �y :. - �N= � . o , .� ,o- ..-. * , «f° - f � � " v � x -�.. � '� �i � -- r -. � � ' •r . .,� i ., F .-a ... � � ... L�. i i.;i'� �, � "- � � '�.+� � '` ns, '=,.�e° a� t :; w � � 4 �� Zt 7v � �, a . � f� \^d-�1,,;" �. {' 4.�.. -_ . . � � �t I 1 a*� y�s� . y "p '.�� 4.��`qE'va��+��,{+ rt�.! � Etir`� ��' �:�"`'� �..; y�x� �-_, � .r�� ) a i yi r � .. �'. �e��„i�� s �:. �} �.+\ �a•� .:/ f �+ `:. C� � , 4 I ~4 ��', a�.y�� s� .r�. -� +� . ,�.a ,$ . a' �, ' : �. �o# • � ., q.�'� Aa � , i �e�l �^1 �c;.""r, . .r r '� Tigurc 3. General View of t17e southeastern qu�di-ant showing tlze floodplait� and side slopc lool<ii�g southeast. , ' � a � ��.I � �� ys �. . � . M � -c , 8 � ,,� � � 1�� y � �� 1 � � , ,�' r �. i d � � . �-" ?� 1' ti Y�,b"� � i i n' � d r� t -�� } f :, �, . . ..L � ] � � � � �� ` .Y' f! � �e� � 4_'.. � il � : � 1 � � �_ ( / . �` ` � . � p 0 �,}� _�� '� 1/.^ 1 � F f ��, � K =_. � _t�.� ti�- i � � itl4 Y� "9f a j � � y r j�', � i x �r!-_-�— ., r �y�,j '. �. . ..t+ F Y •? j d '�� , � � ,�, � iy' f .__. �_.x� d $ y.. #. . . �.� � ,c ~�'� �k y �.�� 9V f .,"'�` i . � �' ul � S�•� �,� I' � � j�' 1�, ': � � � i � �I . '� _ 'f� f �" �r .�`�i '�� f/��' �MF� �! i �. Y � P k., � . ��r , J r�l"�'y � ; ` �:� k ��ti ��,� , i � � � � � J Y� , � . - � ,r, � "� �. � ° i - +l r�l � �' �k ,x t": � �� - ��i 4�kr,'� '�` r�'�yf —�.1� �� e .�..� .. � 1�� i.'4'� � ,� t 3 � I� � f. � 4 _ !r •'� •ry, ' }j'�, , + �� r 1'� 2 , •yc � �. � , f a` �� ! � . 'k ' ,�y , �.. .,-� ` ��•�7+ � � 1�,� f/ '�'f{ ty .�� . .'�� i '� �'2 ..• ?v� ' r F �' .�-' � . / n * r�,:..; �-l�'• �� h . F 1 �.�. 1 t �' .. � �� .� �' , M1 � - . .` I /� �' ..� � . �t � va � �� ,i 1 - �. �� a e . '. I�� a tl� . A � , �� p"t _ 4 � l / �;�-� '? x .� „ r :� i i4 NA p �� ,.r . p3i�� i a �"� i ��. r ,! =� i . � ��. � ,+� .. _. +6� Z., � :b 'i ��t ,..'_ r il:�r t' +� ��S � .. ! ��. !��"�iY,.� � Sr�Av S� . � t � � }� ' ' t �h % �I"r�d4(�� . 1�`'-� � �: {� C t � "s'JiF ,c� � � � $ - �: f ..,(r � � � � -. . e� y p �' � � . � � , k+a�'r �w ��`� �� T �'� 'i �4� � � I ! � � I, �i�� - � �t^r.� 1� � t y � � ',� � , .,A' ;��1� � � � 1 _ � �� '� � s�`j j., `y5' �_ �� , � ' a �, �� iF _ ,� < ��ae ` � '�; �: . j . ��_ . , e )y�F � � � . �� '� �. � } �. � � � % � � �: �'Y i4 ., ; �� v ,` ��.as' � i� ' �� y� �� b' ��3 � f ..� n � � � � . �. >t » c a � � �.\ �'y �4 �k �2 - S 1 �"1� '�� ` 3t lp.:' �F i � _ i``'" ; W 1 ' �<p. �� r s _. � qF��$� �g.._ � , ` - y � s'>° .: i ._ 3, rdr _ �. . ;l �e �n,+! �49 �' �N'43�.�;' . d .,�yy �;� �7 r• r � � 1 � � } �� y .� •/ Y ' .. �� t ' � c�� 1 .,1'!Y � � 1 d`� ,`� . I��@iy � r'. �/i � i.. � � � �' q �,1 � _^s.. ,�. � a� ` F i -4, ` �, ,.„ ! � �a � .� q - 8 �y� . � � ..��e �� .,ri'��'� ,�ri r h'�. i rdp yr S S •` _ �(e �'.. � � .' � _ �1�� .t�' .,,� c 6� .' �. �.,14 i �,� ,��. �'�� ,�i � ��W� Et ;,.3,� �q..�..1�'^� � h � G° ,1r � r � �, a�. v�- _ . ,;, r , w �4 , �:...�f� T ' � , ;� . 4 a �' ; W ." . �: � ''-' � �r � � � � � r �,� ,'+ i � - y� � n.�eof� � wa3^' �-�'�tt�h"? . 1 S. :�x''. � j2 �V� < d»�- y� =�v i'��lII"C ��. �d�_:�i:k"�d� ��ICbV C)I :i?C )�t):.�1Ciiii ��Yl�l��!1'l6?�� ti��0��`lll� S�O}7C �8i1(�l 1'CrC��it1011 ��C��h'Cell i�lC 1'O�C� �IIIC�- - drainage looking southeast. ".NO N.ITIO,�VAL REGlSTER ELIClBLE OR LISTEU ARCH,4EOLOGICAL ,SITE�S PKESENT OR �IFFECTED ,Jorn� jor I�linor Tiznrsportatio�i Projecls a,s Ouali/ied n� fhc 2007 Prograrniziatic ;l�reement. 7ofll Project Traching No.: 15-01-0027 � }' ' ' �• � E ' r " � ��Y? � �: �-, � S r 1 t' � "� ": /r J� I' x � � �^, s �� . � � :' �i �i� �I � � y.� A> . �, � u`' -: s I p � I ��,� �" / �. .,,�a �� H �� ! � t � 1 ' �',(' � � � � � C �.� � �� ': � P :�. � ,t+. �� t`� i .�1� � `i,� . ,� �' � � �yr� � �i .� P i- a� �!I'� � �I�.t <fi�� I �� Y� �-� � . ^.�'{ ♦ .�A� � k'1 . -u(� � li ��i�. N �''� i�� ::r I .�1 � . -' �..�.. ►I�. 4 f � �oaa� �-r � -F� �5 t � t I �iLk`�'' r / _ � -,, A � . � . . '� `� � �. � ��t � tiw,u�' � d � � �� 1 ' �y P � • � r � � �tl �i � � , . , ' ��L� � � � '�� y �,�Be t �'��,� � � �� 1 +n@�� ol�l Et !� � 1ti i �'�' .. '1 �'' ,�, _ .�2� '� ��. � �. Y � [�; R � . ' 1� � , 4 r�i5��' � 3 i Y ;:. i ,"xiy� 4+ . �� N.1 �. i f - � . . 3 ' � � 1 : �. '� � � '� �' j .•� . � . _ f ,, .� . � �-�;� ,'�, ',y �d�,�cPv� �.1 < < ,� . _.. r, . � _ k . .5 F.�� - ��i i , +, ,✓,r � 1 �`'�� Sj . ��.� ° -'l/ �,�� h��' � ��{ � j � i Cii � c� � `T ` \ , V_^.�., � , i� .i / � - �.: _ - ,,; . l i'�Ygg 'I V / �r Z_�^ 14+�41 ' i ' P �� . A 4 � � ��:., � �', .,_�Z'`,�r �y �.� � 4 ; . �`'j�31 �� . � y� ,� b; � �: � ,�. R.. I � � �� ` w - a �u�� - ! �� 'K� � r aa�,a� r � � �. � � �: a I ., ��'`�'��`� � ��.� � � ��f .� � �r�� ' ~' .~>..' . � . . . .. - ` . i.- 3,�" +�; �� ;;�' : �,��.� � k� �. �x_ - r� .�- { = � ay4 ^r '�-* '� � ;�- > - ar��. 3� I ir ;w�� lti��`'��' � . . ,�� . � �� r. r,"� '�. � X . �o E (�j/^� f�y._�� : � ;, .�' r -,� ,. i , < <� � � M V,�r f �i �` "f�'�? '^ ' �'�,�� ,k°:`� :�r'a � r _ ° .� - _ � �`�� F � �,,�tu� i Y� „ '�"�°,'u�� r�,��.�x ' � - , , ' �5i . - � .41 � ,.�,:. �.D^"�r�`��"`.,e�-:_. - a'-! . � ��, ' � � y - ' � � f N�,�' �._. ,1�' S� . J, . �,� " . . . � y i��' .�' ^ � � *� � ��Y ._ .' . . - I .:�'� / � � F F . J � ' ._ . ' a . . . ` \ �. �/ yl — _ , . . � _ _ `„=�� `3` �. . . ,' \ �� . . . . rt -w'.. . ,s,s .'� � �� ,�e - a - - Ti�Lu-e 5. Gei�eral View of the southwest qliadrant showing the tei-�-ace loolcing nortt�west. Fi�ure 6. General View of t17e nortl�west quadr�nt sl�owi�lg the tloudpl�in �ind terrace Iool<iilg �Zorthwest. ".NO N.ITIO,�VAL REGlSTER ELIClBLE OR LISTEU ARCH,4EOLOGICAL ,SITE�S PKESENT OR �IFFECTED ,Jorn� jor I�linor Tiznrsportatio�i Projecls a,s Ouali/ied n� fhc 2007 Prograrniziatic ;l�reement. 8ofll `„_.� �� l I ` Proj�c�� ;, ----,-=� ! � �� •- � i . �`/ � l � � l. �� t , � � .� �, . ,�� , �� _ , , , �� Project Tracking No.: 15-Ol-O�Z7 . _ - , �_ �, �,_ � . ;. ,,� :, ,�_� �� , � �i '� f �,;' �� ` ^ 1' �� , j s� i _' �"f f,� : 1 t ,g � `. � , `� �4 � �^ ��1�� 1 =� r � � ' � • �� f �,' �y % / � .� .�� . '_ . , � , ; ;, � �� r = '�� Figure 7. Tl�e 1893 USGS Statesville topo�raphic map showin� the approximate location of the project area. . . ` +��"I` �`1 - �--�--�� - - - - -- -. ��- 1 -:� }�� ", � 1�M�9 k' � �.' ': :Pro'ect Area �� `��, •�� ' .. • � p. , � ��"'--�ai� 1.:Li �, ,1� 'J i� �1�.�ra: ' �i ��,-T ,.. , � �� _ � `�' i �. � �/ � . . r. /'�� ti ' (� �' � ��. � -._ / � , � f : ��. .�' �. � _ � `�. � �� / a � � � 1� -�.! • ` � � . ' t\__*� �� f,� ;� ,. [;M� � ` . . ..; �. � : � r; != 4 "`�s.�: - �=�'k . �� r � �.' ,. ''�,,. - i' � t.; h in f � J � � ► _ . � .�'. .� � r� ''"'• -• C�I , �~ . , , F � � , � � `�, . , tt �.'�,.a �j ',' � � _ � �' ,t �1 � j a . � t. � ,�1 F� 1 �'�.�_i `r � - a `, �� 1 : t,�l �i�ria '�: �� ' � , � . � �!�` . • C� , . ' �� ' � f'►,,,1•�•i� . � � _ . , ; '' :�, i.. . �, ► ,.� . . �- :. . _ ;. . � :, :? , -.s�----.-� -�'� ' �' �-y`,� Figure 8. The 1914 Soil Sttrvey map for Rowa�n County showing the location of the project area. ".VO N.ATIO,N�IL REGLSiER ELIGlBLE OK LISTED AIZ�:H.4EOLOGLCAL SITES PKESENT O2 �1FFECTED for'n� /or Minor Ti�anspoi'tatioa Projects us Qualified nt lhe ?007 Progruriznialic Agreenient. 9ofll Project Tracking No.: 15—Ol—O�Z7 _ � - ` � *' w: `wx' , • N • '� ': � M � , k, i �, . Pro'ect Ar�a ��e�'" '' _^ .' � .�' � '�� a . '',4�! , • ' u�j � 4 ' • � • � � `�'t ' ' �, ��' 1 1��-�. - , . s r . � �► ,� . .r, � ;. 9 r , �, � �;. . y � ~f �'� �� . e~ � * ��, � • � e � 'f �., : � y�' ,' : • r rs r�( �F • . � �,��a��' �` ti s�'. ��7. ��_ , ��; ;i , i , ,. � e - �_ .3.R � � � � f . �� _4 "�f, �� r �� • ��' • � �' • � e� t Ar�� . v' � � c � a ! -! "'- f. ,. � �1"�1�1.At . t. , � . . '�' t �� h � � . � e ` ' . � ` } . . ` k 0. i. i,� Gp,t V i3 �_t�' � f '� '}�`� •�` ' � w _ ` '�--. ti � • � I, f i � ��' . S• �� `�� I� ` Y _� t' � r � � • f � ,' ` . � � �� .�� I � � ��,` v � , f !' • �. ��.� ! :�•� � ` f `� � i t �` �� ` . � • � � �.r� • ;� . y , 1 '1 tv� F�� ''y, � ��,� � `l � ti :� '� ", , � Y, �r . • . � , � . • . i w , . Figure 9. The 1938 North Carolina State �Ii�llway i17ap for Rowai� Colinty showing the location of tl�e project area. � � ; v � �= i , �+ � �;t y, � �� ; , ; - �, � l.-'� �i ' � ��, � �� /` i ' ° � ' ; � � � . r �,� . x " _ _ ". .G � V a �, , � . � � +� i i � �, ti �'a�* e� �� i ti :� �� ' I _- ' � P � ��r : � :: �il[� � 1� � 1 , � C¢ � �� ` �, ��` ��;� �.��`.'�s ` -� �� z � �,� . � �,} _ � n. :r { �° St 1 l,c� r � l.°�` �i ll!� t � , �! Y ry {. � '(. ._� � �:;��45%��d.�:J�e�� '�i� .y/��' �7"�� " � `. ��.��`r 5. . K� � - i, .. -}I' _ . . ��1�.�`.:,ii�,�:i�� '�','T✓� �� . _ Za� �_.�a�!. w. . �.. _ . �l _ � � _ _ : � . �F I�� ' _ �..__ �t::; _ �� v�' _ r :.- �+: _ � . � . . . . � , _ : - - �„� - m�- , -,r — � : �� ._r .w,... �n;"s� s�.r- +t v: _" -. �•e - , ( .. t `S `� �' � �._ � �, Y. a�Jk r ;`� r `�:,5 .yy � " 1, .. ��Y . k . ..,, .. w;. �.-. '?:.'�a' .�,-_�",,. � �'^-' . , . , i _ ` A � �' ,+YIc,� s . . �ae'�- � �s?+`� t ,`� k 9-�'- :� ' ." ` �c .�. �s . . � `,�y, ' , H� �..� �n �, -,� �, +-3. . .., y`_�� ".. . .., � F 't`4� ''� ` � : ' .de: � t ; %� .,<14 � . . .�.. i� f . r t. ...t'i�c. �}. ; ' Y `�^ � ' _ r$, +Y T' . �.",k r � .^ir - � -7r -��. u� ' - �- t .. . . . w � ...1. 1' --, 'k r . :, -+ ,� � . -.4 z � s } . �.: . ,�� i! � _ .- .�' + �� i �i, � � �a` �' x v.1e� '� ` ,� '�.`t"�, � '..,�;� ati .} r t�„ .,° ��,s+ Jr. � ,,.t{ � a� :'� � �.� t-�,' r x .`.�r��l 1•' �,' vR � n' ,r-2R`-'� �=;}:k R, ✓� . . .� �; :�+5 -, � ��4:. ��T._i -- ' y, - - ' "' . ��-t,v � cj6 r � - �- sx . r` �, '*� '. .,+�` � . , � . „? G , .T � . �? , . _ . :�_..• '�'a:+�'% - .. _ �., r - � -�t� � � �.;�. -�2 � - l.R �� . . � - ' - T � .. . � 1 . F�gurc I�. t�c��cr��l �'ic�� ui Si�c � 1�i�'�'ti� <ilor�� tl��; tcrr-acc loc�l<i��g soG�ih. ".VO N.9TIO,N�IL REGLSiER ELIGlBLE OK LISTED AIZ�:H.4EOLOGLCAL SITES PKESENT O2 �1FFECTED forn� /or Minor Ti�anspoi'tatioa Projects us Qualified nt lhe ?007 Progruriznialic Agreenient. 10 of l 1 Project Tracking No.: 15-01-0027 Site # Accession # Bag STP Strat Depth Qty Weight Class Material Form Size Description (cmbs) (g) (cm) 31 RW261 2015.0048m1 1 na na surface 2 7.8 lithic meta- debitage 3-4 tertiary flake fragment volcanic 31 RW261 2015.0048m2 1 na na surface 1 0.6 lithic meta- debitage 2-3 tertiary flake fragment volcanic 31 RW261 2015.0048m3 2 1 I 0-15 1 4.6 lithic quartz debitage 3-4 tertiary biface thnning flake 31 RW261 2015.0048p4 3 2 I 0-30 1 2.3 ceramic clay unclassified, sand temper, plain surface Table L Artifact Inventory for Sites 31RW261, Bridge 315 Replacement Project, Rowan County (PA #15-01-0027). "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualif:ed in the 2007 Programmatic Agreement. I1 of I1