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20140311 Ver 1_Application_20140328
-�. McG�ll A S S O C[ A T E S Marck 27, 2014 Ms. Laurie Dennison Surface Water Protection Section-NCDENR 512 N Salisbury Street Raleigh, North Carolina 27604 Dear Ms. Dennison: w �¢ �� U w F 'U Q Q W a � � U � � Z ENGINEERING & g � 0 � 4 p 3 1r � RE: State of North Carolina Division of Highways Ben Wilson Road Extension Orange County, North Carolina I have been in contact with Ms. Sue Homewood of the Winston-Salem office and was asked to put her name on the front of this submittal package. She is familiar with the project and has been to the site to verify the conditions. Please see attached items included in this 401 Permit submittal package for the Orange County Road Extension Project: — ➢ Five (5) copies of the executed PCN. ➢ A Check (No. 494244) in the Amount of $240.00 to cover the review fee. ➢ Two (2) complete sets of full size construction drawings. ➢ Three (3) complete sets of 11" x 17" construction drawings. ➢ Five (5) copies of an Exhibit showing the impacts. ➢ Five (5) copies of the Stormwater Management Plan. ➢ Five (5) copies of Stormwater Calculations. ➢ Five (5) copies of the topographic map showing project location. ➢ Five (5) copies of a drainage area map. ➢ Five (5) copies of the North Carolina Department of Cultural Resources, State Historic Preservation Office, letter and report. ➢ Five (5) copies of Report of Preliminary Threatened and Endangered Species Survey prepared by ECS Carolinas, LLP. ➢ Five (5) copies of Jurisdictional Waters Plat. 1240 19th Street, Lane NW P.O. Box 1136 pll: 828.328.2024 Hickory, North Carolina 28601 Hickory, North Carolina 28603 f: 828.328.3870 www.mcgillengineers.com We are also submitting a package to US Army Corp of Engineers, Mr. Craig Brown, Raleigh Office. If you have any comments or questions regarding this submittal, please do not hesitate to call me at (828) 328-2024. Sincerely, McGILL ASSOCIATES, P.A. %� d`�---� CHRISTINE BROWN, CPSWQ, CPESC Engineering Technician III : cdb Enclosures cc: Mr. Craig Brown, USACE Raleigh Office Mr. Charles Edwards, NCDOT (w/enclosures) Mr. Jerry Parker, NCDOT (w/enclosures) Ms. Sue Homewood, Division of Water Resources Craig Benedict, Orange County F.�2013 PROJECTSU3.01126 ORANGE COUNTY - Wilson Pazkway\02_Design Phase\Correspondence�DW�ld_Transmittal_26Maz14.doc r t� � 2C14031i 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: �X 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? ❑X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular - ❑ 401 Water Quality Certification — Express ❑ Non-404 Jurisdictional Generai Permit ❑X Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ because written approval is not required? 401 Certification: ❑ Yes X� No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for - mitigation 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 below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? 2. Project Information 2a. Name of project: Ben Wilson Parkway Extension 2b. County: Orange 2c. Nearest municipality / town: City of Mebane 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: State of North Carolina R/W 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: a For the record only for Corps Permit: ❑ Yes �X No ❑ Yes �X No ❑ Yes ❑X No ❑ Yes �X No Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent �X Other, specify: NC Department ofTransportation 4b. Name: 4c. Business name 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. AgenUConsultant Information (if applicable) 5a. Name: Chuck Edwards, PE 5b. Business name District Engineer, NC DOT (if applicable): 5c. Street address: 115 E. Crescent Square Drive 5d. City, state, zip: Graham, NC, 27253-0766 5e. Telephone no.: (336) 570-6833 5f. Fax no.: (336) 570-6873 5g. Email address: cnedwards@ncdot.gov Page 2 of 10 B. Project Information and Prior Project History � 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Right of Way 1b. Site coordinates (in decimal degrees): Latitude: 36.07527 Longitude: 79•2589 1c. Property size: 5.78 acres 2. Surface Waters � 2a. Name of nearest body of water to proposed project: unnamed tributary to Haw Creek 2b. Water Quality Classification of nearest receiving water: WS-V; NSW 2c. River basin: Cape Fear 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 property runs easUwest along the southern boundary of the I-40/I-85 corridor. The properties south of the r/w are currently undeveloped, but future development is expected. The land is partially cleared and part wooded. 3b. List the total estimated acreage of all existing wetlands on the property: 0.07 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 56 3d. Explain the purpose of the proposed project: Presently a property is land locked, the Project will provide access to a state road. 3e. Describe the overall project in detail, including the type of equipment to be used: Grading equipment to build approx. 2,600 L.F. of new road, including cut and fill areas, and placement of pipes for storm drainage. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property / COmmentS: Field delineated by Consultant and State ro'ect includin all rior hases in the ast? 4b. If the Corps made the jurisdictional determination, what type � Preliminary X❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ECs Caroiinas Name (if known): Mr. craiq arown usa,coE, Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Jurisdictional determination was done by Mr. Craig Brown with USACOE, and also Ms. Sue Homewood with the NCDENR, Div. of Water Resources Wetland delineation by ECS,LLP Carolinas. 5. Project History 5a. Have permits or certifications been requested or obtained for �Yes ❑ No ❑X 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 �X 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): ❑X Wetlands X❑ Streams — tributaries ❑X 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 impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Tem ora W1 P Culvert Installation Bottomland Hardwood Forest Yes Corps 0.07 �/2 - Choose one Choose one Yes/No - �/g - Choose one Choose one Yes/No - W4 - Choose one Choose one Yes/No - �/5 - Choose one Choose one Yes/No - �/�/g - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 0.07 2h. Comments: Described as a"marginal wetland". The feature has been verified by Mr. Craig Brown with the U.S. Army Corps of Engineers and Ms. Sue Homewood with the NCDENR, Division of Water Resources. 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. 39• Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or , width (linear Temporary (T) (feet) feet) S1 T temporary construction UT to Haw Creek PER Corps 3.5 39 32 - Choose one - - S3 - Choose one - - S4 - Choose one - ' S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 39 3i. Comments: Described as a"marginal stream". The feature has been verified by Mr. Craig Brown with the U.S. Army Corps of Engineers and Ms. Sue Homewood with the NCDENR, Division of Water Resources. The impact to the stream is temporary and will be restored to original conditions. Page 4 of 10 PCN Form — Version 1.4 January 2009 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 waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Tem ora T 01 - Choose one Choose O2 _ Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surFace area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman Q Other:�ordan Lake 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or required? (square (square Tem ora feet feet g� P culvert/road fill UT to Haw Creek No 687 594 B2 T erosion control/construction UT to Haw Creek No 1,233 394 B3 _ Yes/No B4 _ Yes/No B5 _ Yes/No B6 _ Yes/No 6h. Total Buffer Impacts: 1,920 9s8 6i. Comments: Page 5 ot 1 U D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Roadway location and 2:1 fill slopes to minimize fill areas. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Limits of disturbance will be flagged to avoid construction work outside of what is necessary. 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 which includes a Division Environmental Supervisor. 2. Com ensato Miti ation for Im acts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes X� 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 ❑ Payment to in-lieu fee program project? ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Type: Choose one Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity: Type: Choose one Quantity: 3c. Comments: 4 Complete if Making a Payment to In-lieu Fee Prc 4a. Approval letter from in-lieu fee program is attached. 4b. Stream mitigation requested: � 4c. If using stream mitigation, stream temperature: 4d. Buffer mitigation requested (DWQ only): 4e. Riparian wetland mitigation requested: 4f. Non-riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested: 4h. Comments: ❑ Yes linear feet Choose one square feet acres acres acres 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 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 OX No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified �X Yes ❑ No within one of the NC Ri arian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. - ❑X Yes ❑ No 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? 24 ��o 2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ❑x 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: This is an NCDOT linear road project, impacting less than 40 L.F. of riparian buffer. All roadway culvert discharges will be to rip-rap dissipators and to existing drainage ditches. The impact to buffers does not exceed the threshold for the need to permit. All discharges adjacent to the buffers will have diffused flow and be outside of the buffer zones. There are no point discharges inside the buffer zones. See attached Stormwater Management Plan (Narrative). 2e. Who will be responsible for the review of the Stormwater Management Plan? NC DWR 3. Certified Local Government Stormwater Review 3a. in which local overnmenYs 'urisdiction is this ro'ect? ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW a I check all that a I: ❑ USMP PP Y� pP Y) � 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 � Yes ❑ No attached? 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 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the �X 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 ❑x 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 Wetiand 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 OX No additional deve�opment, 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. Property owners of future development of properties along the roadway will be responsible for stormwater management plans and adhering to the State Stormwater Regulations. The NCDOT, Orange County and the State of North Carolina will not be responsible for future impacts. 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. N/A Page 9 of 10 PCN Form — Version 1.4 January 2009 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 OX No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act � Yes OX 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? Prepared report by , ECS, LLP Carolinas, dated November 15, 2013 for this project. (ECS Project No. 09-23448) 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? http://ccm a.nos. noa a.g ov/products/bi ogeog ra p hy/sa-efh/ 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 �X 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? Archaeological Survey Report by Dawn Reid and Rachel Tibbetts of Archaeological Consultants of the Carolinas, Inc., and 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑X No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Flood Insurance Rate Map (FIRM) CI�h2�CS �1.-C�M�,)S 3_zG-icF j�►.sfl���- C.�G�iGP►-� Applicant/Agent's Printed Name Applican gent's Signature Date (AgenYs signature is valid only if an authorization letter from the a licant is rovided. Page 10 of 10 r STORMWATER MANAGEMENT PLAN� for State of North Carolina Division of Highways ORANGE COUNTY BEN WILSON ROAD (SR 1140) NEAR CITY OF MEBANE, NORTH CAROLINA Written by: Christine Brown, CPSWQ, CPESC Checked by: Shad Walters, P.E. � MCGIII A S S O C I A T E S Engineering • Planning • Finance Post Office Box 1136 Hickory, North Carolina 28603 March 19, 2009 Project No. 13.01126 State of North Carolina Division of Highways ORANGE COUNTY BEN WILSON ROAD STORMWATER MANAGEMENT PLAN NARRATIVE PROJECT DESCRIPTION The proposed project generally consists of grading for approximately 2,600 L.F. of new roadway (two lane) extending from Ben Wilson Road near the City of Mebane, NC. The project will provide access to future development in the area. The disturbed area for the roadwork is approximately 5.78 acres. Off-site drainage from the adjacent properties will be handled with clean water swales and piped under the proposed roadway. These pipes are designed for the 25 year storm. Road drainage will be handled in road side ditches which will convey storm water to the pipes under the road. There is a pipe crossing that will create a permanent impact to a small wetland and temporary impacts to stream buffers. The project is located in the Cape Fear River Basin and also falls under the jurisdiction of the Jordan Lake Buffer Rules. The proposed project road parallels Interstate 40/85 and will drain to the I-40/85 existing drainage system. The project is located near the City of Mebane, in Orange County, North Carolina. SITE/ENVIRONMENTAL DESCRIPTION Pre-development: A portion of the project will consists of reworking the existing road. The new portion of roadway will extend off the existing road. The undeveloped portion is mainly wooded. The off-site drainage to the site comes from mostly wooded areas. A wetland area of 0.07 acres is located on the property. A small stream is located on the east side of the north/south roadway and ends at the beginning of the wetland. This stream is an unnamed tributary to Haw Creek. The majority of the site drains south to north. The average cross slope is approximately 8%. Post-development: The post-development drainage patterns will remain similar to the pre- development. Stormwater from the roadway will be collected in grassed roadside swales and piped under the road to the existing drainage system for I40/85. A wetland area of 0.07 acres will be permanently impacted by the building of the road. The small stream, 39 L.F. of it, will be temporarily impacted due to construction work to build the roadway. The stream will be reestablished to pre-development grades upon completion of the project. The associated buffers to the stream will be permanently impacted where fill will be placed. A small portion of the stream buffers will be temporarily impacted due to the construction work. These areas will be re- established with native vegetation and bio-matting. � � BASIS OF DESIGN TO REDUCE STORMWATER IMPACTS The stormwater drainage system consists mostly of open pipes and grassed swales. Swales have been designed to have non-erosive velocity. Pipes have been designed for the 25 year storm and using a C value for upland drainage of 0.70. A higher C value was used to account for possible future development along the new roadway. Any new development will be responsible for abiding by the State Stormwater regulations including the Jordan Lake buffer rules. Precipitation values, used in the calculations were taken from NOAA's National Precipitation Frequency Data Server for the area. Rip-rap dissipaters have been designed for the pipe outlets, to reduce velocities and take erosive energy out of the runoff. Roadway design entailed the minimizing of impacts to the stream. Thirty-nine lineal feet of stream will be temporarily impacted to enable construction of the roadway fill section. The stream will be protected during construction using erosion control measures, directing runoff to sediment traps and using check dams or wattles to slow run off. The temporary impact areas will be re-established to original elevation, and finish grade conditions using native ground cover. Off-site drainage will be collected in clean water swales at the top of cut slopes and directed to the road cross pipes. Upland drainage is coming from mainly undeveloped areas and will have low pollutant loads. These swales will be seeded and matted, with erosion control matting, immediately after being constructed. STORMWATER MAINTENANCE The stormwater management features shall be maintained by NCDOT. The swales and pipes shall be checked and maintained on a regular basis. Repairs and or replacements shall be made as deemed necessary to assure proper performance of all stormwater conveyances. STORMWATER CALCULATIONS for State of North Carolina Division of Highways ORANGE COUNTY BEN WILSON ROAD (SR 1140) NEAR CITY OF MEBANE, NORTH CAROLINA Written by: Christine Brown, CPSWQ, CPESC Checked by: Shad Walters, P.E. McGi11 A S S O C I A T E S Engineering • Planning • Finance Post Office Box 1136 Hickory, North Carolina 28603 March 19, 2009 Project No. 13.01126 � w W _ � F"' Q � w � � 3 �i � �_ m 'a Y U O L U �} �... ` v � �T L m � � N C � .� � � � �^ � O T C � 0 U O z 0 v c`J � � Lb �" �'' 1,{1 � � . .,�� . . ��tl�R�� 0 � ��� �N> � ��..�W� �.oW � Q d N> V j C C C fn rnu' �= N� a a a C C C 0 W C C ,� � ,� O O �C � -�C �'� v� tq u7 O O N N N a0000c�c�o'o'o' � � �," � {� � > � w J U c � o o �a w � ai c°�i o � w �- c LL, n. � V-- N O� � � O U c C �� �w � �U O > N Q � � > (n� � 2S I �l Q�o�� C�J--' J � w, t 5�r. 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' �'S' � � ��'.. _ a:r.ek . i`.•' :.�'�'= atv": : ��'. = .�re•. . F .�f: �r � � APPENDIX 1 SHEET 6 OF 7 �T�R1�I ��t�IN ��l�lE MtA�I1�I�J1�1 CA��A��'��' '�A���-� use � � <1) PIPE SIZE (2f MAXIMUM CAPACITY 12" 6 15" 9 18" 13 2�" 25 30" �3 a�� �� � �2" 90 �g„ 120 5�„ 160 60" 200 ��„ 250 (ll CONCRETE PIPE (2) CAPACITY (�.f...) BASED ON INLET CONTROL FOR MAXIMUM DEPTH IN STANDARD CATCH BASIN 6/90 MO-3-1 CULVERT DISCHARGE CAPACITY 1� - CFS INLET CONTROL - PROJECTING INLET Conduit Water Depth at Inlet (HW) in Feet ominal Type iameter '� In. CMP WSP 0. 5 1. � 1. 5 2. 0 3.0 4.0 �!� 5.0-��,i' 6.0 8 X X 1 2 2 2 10 X X 1 2 2 3 4 4 12 X X 1 2 3 4 5 6 14 X 1 2 3 4 6 1 8 15 X 1 3 5 5 8 10 11 16 X 1 2 4 6 8 9 10 18 X 1 2 5 7 10 12 13 18 X 1 3 6 8 11 13 15 20 X 1 3 6 8 12 14 16 22 X 1 3 6 9 14 17 20 24 X 1 3 7 10 16 20 23 24 X 1 4 7 11 18 23 26 26 X 1 4 7 11 18 23 27 30 X 4 8 12 22 29 35 30 X 4 9 14 26 34 39 36�:-„ X + 9 i5 28 39 � 48 55 ��36, X 10 17 32 45 �54,, 62 42 X 10 18 32 49 62 73 42 X 12 19 37 55 69 81 48 X 21 42 65 86 102 1� Adapted from Bureau of Public Road Hydraulic Engineering Circular #5. Oischarge cannot exceed full pipe flow. See page MO-3-2, MO-3-3 or MO-3-4. CMP - Corrugated Metal Pipe. WSP - Welded Steel Pipe or Smooth Steel Pipe. HW , � �_ " ""`tQ � " _ ' — '� �-- Unsubmerged Inlet EFM Notice MO-11 Hld � �ubrnerc�ed I n 1 et March 1980 , Hydrograph Return Period Recap Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograph Inflow Peak Outflow (cfs) Hydrograph No. type Hyd(s) description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr 1 SCS Runoff ------- 23.03 35.22 ------- 55.21 72.13 96.27 115.85 136.70 Orange Co Culvert Proj. file: Orange County Culvert.gpw Monday, Dec 23, 2013 Hydrograph Summary Repo Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) e�evation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 23.03 2 732 99,461 ---- ------ ------ Orange Co Culvert Orange County Culvert.gpw Return Period: 1 Year Tuesday, Nov 26, 2013 . 2 Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Totai Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 35.22 2 732 146,338 ---- ------ ------ Orange Co Culvert Orange County Culvert.gpw Return Period: 2 Year Tuesday, Nov 26, 2013 � 3 Hydrograph Summary Report HydraflowHydrographsbylntelisolvev9.23 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 55.21 2 732 223,997 ---- ------ ------ Orange Co Culvert Orange County Culvert.gpw Return Period: 5 Year Tuesday, Nov 26, 2013 -�� 4 Hydrograph Summary Report Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 72.13 2 730 290,246 ---- ------ ------ Orange Co Culvert Orange County Culvert.gpw Return Period: 10 Year Tuesday, Nov 26, 2013 Hydraflow Hydrographs by Intelisolve v9.23 � p���� �� a5 y�- Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 96.27 2 730 385,114 --- ----- ------ Orange Co Culvert Orange County Culvert.gpw Return Period: 25 Year Tuesday, Nov 26, 2013 �_ `-� � H d ro ra h Re ort Y J p p Hydraflow Hydrographs by Intelisolve v9.23 Hyd. No. 1 Orange Co Culvert Hydrograph type = SCS Runoff Storm frequency = 25 yrs Time interval = 2 min Drainage area = 30.800 ac Basin Slope = 3.0 % Tc method = LAG Total precip. = 6.19 in Storm duration = 24 hrs Q (cfs) 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 2 4 Hyd No. 1 Q2s � c� r� �� a.� �,1 �c�ti' � I Monday, Dec 23, 2013 Peak discharge = 96.27 cfs � Time to peak = 12.17 hrs Hyd. volume = 385,114 cuft Curve number = 75 Hydraulic length = 1511 ft Time of conc. (Tc) = 29.70 min Distribution = Type II Shape factor = 484 Orange Co Culvert Hyd. No. 1-- 25 Year Q(cfs) 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 10 12 14 16 18 20 22 24 26 Time (hrs) . : Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 115.85 2 730 462,937 --- ------ ---- Orange Co Culvert Orange County Culvert.gpw Return Period: 50 Year Tuesday, Nov 26, 2013 i '� Y Hydrograph Summary Report , Hydraflow Hydrographs by Intelisolve v9.23 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval peak volume hyd(s) elevation strge used description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 SCS Runoff 136.70 2 730 546,558 ---- ------ ----- Orange Co Culvert Orange County Culvert.gpw Return Period: 100 Year Tuesday, Nov 26, 2013 , :J � � ORANGE COUNTY PROJECT #13.01126 EC REPORT January 6, 2014 APPENDIX A. NOAA Point Precipitation Frequency Estimates B. Web Soil Survey Data 10-yr Rainfall Data* Cit Tc min. Intensit ** in/hr Asheville 5 7.06 10 5.65 15 4.76 30 3.45 60 2.25 120 1.30 Boone 5 7.50 10 6.00 15 5.06 30 3.67 60 2.39 120 1.46 Charlotte 5 7.26 10 5.80 15 4.89 30 3.55 60 2.31 120 1.36 Greensboro 5 6.85 10 5.48 15 4.62 30 3.35 60 2.18 120 1.30 Raleigh 5 7.08 10 5.66 15 4.78 30 3.46 60 2.25 120 1.33 Washington 5 8.38 10 6.70 15 5.65 30 4.09 60 2.66 120 1.64 Wilmington 5 9.70 10 7.75 15 6.54 30 4.74 60 3.08 120 1.94 Additional 10-yr Data* Murphy Fayetteville Manteo Cape Hatteras 5 10 15 30 60 120 5 10 15 30 60 120 5 10 15 30 60 120 5� 10 15 30 60 120 '` - Rainfall Data is from Table 8. the North Carolina Erosion and : Control Planning and Design M� *'' - Additional Rainfall Intensities can be obt http://hdsc.nws. noaa.qov/hdsc/qfds/orb/nc Use Data type: Precipitatio Units: English Time series type: Partial dur� Rainfall 6.78 5.42 4.57 3.31 2.16 1.29 7.96 6.36 5.36 3.88 2.53 1.54 8.47 6.77 5.71 4.14 2.69 1.62 9.41 7.52 6.35 4.60 2.99 1.93 03C of 3ediment inual. :ained from: pfds.html n intensity �tion { ( � i � � ' . - ' � 2 _`�t - s� � ? i� �� ���I 1 � x , .. . . . �,�^, �, 5 � , � ,Y ,�1, y I � � � � , � t �. � � �' � �,'..�« ..� � £ +��i � {�) I '(. y � 5�,•. . • �' �{ - `4� i 3T 4�I� �� I�4� ���" S, . 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Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Cp Congaree fine sandy loam, 0 to 10.6 12•9% 2 percent slopes, frequently flooded GeB " Georgeville silt loam, 2 to 6 ��: c� � 45.0 54.6% percent slopes GeC Georgeville silt loam, 6 to 10 �= ti r-� 3 25.9 31.4% percent slopes GhC Georgeville-Urban land 0.8 1.0% complex, 2 to 10 percent slopes HwB Lloyd clay loam, 2 to 6 percent 0.0 0.0% slopes Totals for Area of Interest 82.3 100.0% ,� ^ :G� �� S�, , I C t� �� ; t=��� c�;�..a-->� � �� `;-�'r � �.-w�� � USDA Natural Resources Web Soil Survey 1/6/2014 � Conservation Service National Cooperative Soil Survey Page 3 of 3 � -��� � �" �-�' �-i ��-- �� • � A S S O C I A T E S ENGINEERING • PLANNING • FINANCE McGill Associates, P.A. P.O. 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R . �:. v � u S .:`• , ' North Carolina Department of Cultural Resources State Historic Preservation Office Ramiina,lL' Bartcis, Ad�iiinistrator Gorcrnor Pat ivlcCron� Secrctary Susan Kluttz Februaiy 25, 2014 Bradley S. Luckey ECS Caiolinas, LLP 4811 Kogex Boulevard Greensboro, NC 27407 Office of Archi�•cs and 1[istoq� llepue}• Secrctary Ke�-in Cherq� Re: Water and Sewer Lines, Ben Wilson Road, t�lamance and Oiange Counties, ER 13-2589� Deai Mr. Luckey: We have received the archaeological suivey �ieport by Dawn Reid and Rachel Tibbetts of Aichaeological Consultants of the Caiolinas, Inc. for the, above cited project. We have reviewed the repoit,and,offer the following comments. During the course of the suivey, no Native American or lustoric period.aichaeological sites weie located within the proposed pioject areas for eithei the water line or d1e se�ueY line. Due to the absence of affected archaeological sites, Ms. Reid has iecommended no furthei archaeological investigation be conducted ul comzecdon with this project. We concur with this recommendarion since the pioject will not involve significant aichaeological iesow:ces. Please see and follow the inst�.-uctions at li(t��yrl�/:�v..Y;�v�.l�n_, o.ncdcr.gov_/ex/'er _email: sub"rni'teal.litml on how to submit projects. Theie is a checklist of the information we need to cairy out oux reviews plus how to submit your iequest. The above comments aie inade pursuant to Section 106 of the National� Historic Preservation Act and the Advisory Council on Histoi7c Preseivation's Regulations for Compliance with Section 106 codified at 36 CFR Paet 800. � Thank you for your cooperation and consideiation. If you have questions concerning the above com.ment, contact Renee Gledhill.-Eailey, environmental ieview coorclinatoi, at;919-807=6579 or'teriee:gl'edliill _: earley(a)ncd`cr.gov. In all future coriimuiucatiori concernirig this project; please cite�tli'e above•xeferenced t�acking number. Sincerely, �� �Y1,t�.X, �Sa;.�L�.�.�-T _ O FR.amona M. Bartos .� a .+�. � cc Peter Sandbeck, Orange County Dawn Reid, Archaeological Consultants of the Carolinas, Inc. Locadon: tOJ Iiast Joncs Strcet, R:dcigh NC 27GU1 MailiugAddress: 4Gt7 Mad Scn•icc Centcr, Ralcigh NC 27G99-4617 Tclephonc/Fax: (919) 807-657U/807 G599 E� S C A F� Q L I�IV'A S,. L L�P '`Settinc�, tlie Standard for Servicej� Geotechnical�•�Construction�Materials �•EnVironi�ental ��Facilities �� �� � �rdCReg`istered�EngineenngRrmF-1075' March 3, 2014 Mr. Doug Chapman McGill Associates 1236 19th Street Lane Hickory, North Carolina 28601 Reference: Preliminary Historic Properties/Structures Inquiry Proposed Roadway & Water/Sewer Lines Interstate 40 Frontage Road Alamance and Orange Counties, North Carolina ECS Project No. 09-23448 Dear Mr. Chapman: ECS Carolinas, LLP (ECS) is pleased to submit this report of Preliminary Historic Properties/Structures Inquiry for the proposed roadway and water/sewer lines located south of Interstate 40 in Alamance and Orange Counties, North Carolina (Figure 1). The proposed roadway and water/sewer line corridors consist of wooded land and fields. Structures are not located within the proposed roadway/utility line corridors. Overhead power lines and their associated easements cross the proposed roadway corridor. Adjacent properties consist of Interstate 40, Ben Wilson Road, single family residences, wooded land and fields. ECS was contracted to perForm a Preliminary Historic Properties/Structures Inquiry in conjunction with a Stream/Wetland Delineation and Preliminary Threatened/Endangered Species Survey. The stream/wetland delineation was verified in the field by Mr. Craig Brown with the U.S. Army Corps of Engineers (USACE) and Ms. Sue Homewood with the North Carolina Department of Environment and Natural Resources-Division of Water Resources (NCDENR-DWR) on November 15, 2013. The Wetlands Delineation and Preliminary Threatened/Endangered Species Survey are documented in a separate report. Figure 2 shows the approximate location of proposed roadway/utility line extensions, streams and wetlands. ECS has submitted a request to the State Historic Preservation Office (SHPO) on October 21, 2013 to determine if they are aware of historic resources that could be affected by the project. According to a November 5, 2013 letter from SHPO, the SHPO has determined that the proposed project will not have an effect on any historic structures. The letter indicates that two archaeological sites were recorded in the area of the proposed roadway/utility line extensions and that Orange County has a policy in which all county sponsored construction projects are subjected to archaeological survey prior to initiation. The SHPO letter recommended consultation with Orange County to determine if arrangements for archaeological investigations of the proposed project area have occurred. ECS contacted Mr. Craig Benedict, Orange County Planning Department Director, to determine if Orange County had made arrangements for an archaeological survey of the site. Mr. Benedict provided ECS with a Phase I Cultural Resources Investigation report prepared by Archaeological Consultants of the Carolinas, Inc. (ACC) for the site (attached). The ACC Phase I Cultural Resources Investigation Report did not identify cultural resources on the site �811 Koyer BIvcI.,.Greensboro; NG 27407 ��T' 336=856-7150 •�� F: �336=856-7��b0� •��v,�w;v:ec"slimited�com [CS Ca�dot �ernrxs, FLl[� •[GS Ca;olinas_ L.�P '• [G3 Centr�l, YLLr_. „[f:� (1c�rida, CLC •�ECS h4id-AilanLr� Cl"C e t(:S MidwPsc, �LC • E�.S Snuthe�st, LLC •' ECS Tacas, LLr Preliminary Historic Properties/Structures /nquiry Proposed Roadway & Water/Sewer Lines Interstate 40 Frontage Road Alamance and Orange Counties, North Carolina ECS Project No. 09-23448 March 3, 2014 and concluded that construction of the proposed corridors would not impact any significant archaeological resources. ECS forwarded the ACC Phase I Cultural Resources Investigation report to the SHPO for their review and to provide comment. According to a February 25, 2014 letter, issued by the SHPO, the SHPO concurred that no further archaeological investigation should be conducted and that the project will not involve significant archaeological resources. A copy of the letter is included as an attachment. ECS appreciates the opportunity to provide environmental services for your project. Please contact us at (336) 856-7150 if you have any questions concerning this report. Sincerely, ECS CAROLINAS, LLP � � �-;�F Bradley S. Luckey Environmental Project Manager �� �� �� Michael T. Brame, PWS Environmental Principal Attachments: Figure 1- Site Location Map Figure 2— Approximate Stream/Wetland Location Map SHPO Letter, dated November 5, 2013 ACC Phase I Cultural Resources Investigation, dated 2013 SHPO Response Letter, dated February 25, 2014 2 THE STREAMNVETLAND LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THEY HAVE BEEN DELINEATED BY ECS ON OCTOBER 17, 2013. THEY HAVE NOT BEEN VERIFIED BY THE USACE OR THE NCDENR-DWQ. THEY HAVE NOT BEEN SURVEYED. LEGEND Approximate Location of Proposed Road --- Approximate Location of Proposed Water Line """" Approximate Location of Proposed Sewer Line � Approximate Location of Stream .. Approximate Location of Borderline Stream � Approximate Location of Wetland sa i-21 Flag Number/Approximate Location DP-1 ■ Approximate Location of Data Point ���r. a� .. t -��,��� , �a�,�r ia .ff. f, i„�;'�` �j �y. �'� tir+r:.'�r.rb?.4�?. . ; k �4" ��'L�, ♦ .�.�„�,w�� �,cA:�i��'?�} � � " ��� ^ � � �.', � '���� � M � M, � . rn,��. � � � WAA 1-13 �. � �� � � ��wl�, � flJ 9�,'��T • ��J' �r : SA 9-19 .- � _ �: .� —�:�: " SA' 1 9 �Y.� �� n, � �'iet+ f.lri�i �i� � �;?.".•�.. ,' � .."sC"l;� .,,,_-cl� �.6!�r �l 15�: _I,.,� ��^.s� "�-}�� � ��fl�,'�'I� g�� t"� Os^^' s.,:-� .'1 �'' }, �:�:��},.1��.. ; L�If6:''_- � � 4�� t} 21r, r9 I'�-''rv`t bM.-�,• ,�",�i� i�e,,n a�'" � L ;', •;ry,� �h x l�t�;� �'1 _',�Y'�"T�� . a i` t^"i' d - � i�y �u, ,,, ���, ��.r- �a�'�,��' ����i��,i �,��;:- �.��"r `•.,=+r��i��*�� �'� r �F�_ s �' ,"-" �.ri,En�,F?'`��.y3��,y�Ra'i�`�=� �� .�`�I� i�t ,�r^, iy9{L,,��r��' Ati.�KN' .y�{'�� Y�j'pr5 4�[�' �i��1-� M�?�� t r�'�. 3.. -� � ��.H, O � CIY'�����SPi*�� �'���4.. �'- �'. 1-, A` �.�.,[3� ���`� c � : ����i'�� ��r� �.-5_.� wsn����tl4���X�i.� r�...IT 'al L9 ,-`{�3. : � Jurisdictional Features North And West of Streams SB and SD Were Delineated By ECS. Jurisdictional Features South And East of Streams SB and SD Were Not Evaluated As Part Of This Assessment. � SOURCE: S Orange County GIS 2010 Aerial Photograph and ECS Field Notes Approximate Scale: 1" = 525' WA 1-11 DP-1 ■ �� 1 FLAG NUMBERS/INFO WETLAND FLAGS = STREAM FLAGS = Stream Flags = 117 Wetland Flags = 62 Total Flags = 179 ��¢�, _- . ...�•�:���-,�:��+, �-,. ` a �,;,� SD 1-74 Wetlands F-..-�1"� ,�s��'•ti`.i � • , ., -�;F�.� .. _� .�r;,� � . Continue : �...' ,•+:-'�-g;'�� _�-�-- Outside •�,�� � e'°� �- -.`.�� ��"'��� Evaluation _�"'�i .,�� ,a�' .; Area � ;,.�,� ..;,� T , � : ;;" � ., WD 1-14 SC 1-4 SB 1-20 �r`�������} � �` �ii�:;r'i �Sik ,;�-,s�:�fi_ a�r�� FIGURE 2 ... APPROXIMATE STREAMNVETLAND FLAG LOCATION MAP C n Proposed Roadway & Water/Sewer Lines L� �- f�� Interstate 40 Frontage Road Alamance and Orange Counties, (;/0����„��AS North Carolina ECS Project 09-23448 North Carolina Department of Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Govemor Pat McCrory Secretary Susan I{luttz Novembex 5, 2013 Bradley Luckey ECS Carolinas, LLP 4811 Koger Boulevaid GreensboYo, NC 27407 Office of Archives and I-I�story Deputy Secretary Kevvi Cherry Re: Water and Sewer Lines, Ben Wilson Road, ECS 09-23448, Alamance and Orange Counties, ER 13-2589 DeaY Mx. Luckey: Thank you foY your letter of Octobex 21, 2013, transmitting information concerning the above pYoject. There aie two previously xecorded archaeological sites witivn the general vicinity of the proposed project area. These two sites, 31 OR640 and 310R641, were recorded during a survey for the Buckhorn-Mebane EDD Phase 2 water and sewer improvements project by OYange County. While it is unlikely that eithex site will be affected by your pioposed project, it appears that th�e projects are connected. Orange County has a policy in which all county sponsoYed construction projects are subjected to archaeological survey piior to initiation. Since your letter did not idenrify the client, it may be prudent to contact OYange County to identify their involvement. Craig Benedict (cbenedict(a)oran, �ecountync.gov) and/or R. Kevin Lindley (klindle�t�. ,orangecountvnc.gov) of the county Planning and Inspections DepaYtment should be contacted iegarding the county involvement in your project. They may have made arrangements for archaeological investigations of the proposed pxoject area. We have determined that the project as proposed will not have an effect on any historic structures. The above comments are made pursuant to Section 106 of the National Historic PYeservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions conceYning the above comment, contact Renee Gledhill-Earley, environmental Yeview coordinator, at 919-807-6579 or renee.gledlull- earle�(n�,ncdcr.gov. In all future communication concerning this project, please cite the above YefeYenced trackulg number. Sincerely, C� � �.X. �Sa� �/Ramona M. Baitos V cc: Peter Sandbeck, Orange County, psandbeck@orangecountync.gov Location. 709 �ast Jones St�eet, Raleigh NC 27G01 Mailing Address: 4617 Ma�l Service Cenrer, Raleigh NC 27G99-4G17 Telephone/Fa�c: (919) 807-G570/807-6599 �base I C�ultural Resou _r.ces Inves�igation of t�ie �Vilson Yndustrial Park U�tility �orridors Ui•�nge County,, North Car.olina Pre�a�;ed'far: �Or�ttge Gounty Plani�ing Si lnsp�ctiuns Dej�arttnerit Prepared� by: Dav�n Iieid P� uiei�al Investisat� r ai�d Rachcl Tibbetts �rcltaeolq�ist f�� tt�-r,`- � �`r� u� f ��' a� 1L11��C� 1'v� �� �� ,�'�4 k,�3 ��h� �� , ���!`'�.� �c �F-+-w.�� f- ' ;i:u�t5uf I'otiLN'W�t1iV?�` ` f; .M/-'+ .1^ fi ,� � Tr�i.lfOti�OS,.�` w:>f�„ t;�f �N' � Arcli�tcologi�c�tl �onsultants of'�I�� Gai•alfn:�s, ]�c. �Ol:� � Introductton Qn�2p nb��cmbci• 3013, QrcliSLdlabical',C�iisultant's'�f thc Carolina"s, filc:,tACG) �oiiclucicd`a Phase Iculluralresourccsiiivcstigaliunofiliu}�raposeclwatei'an�3scial,cclinccori�idois'intciidcd�(os rvolii�c;Wilso� I�idustri�il Park, Thc projcct arca is locatcd north of th� i�i`tersecli�ri caf 6cti VJi]"son�R�aci and'Row�nan Road and soutH of Itilcestatc �U/�5, nca"r thc O'r�n�c:aitd A,lai�-iance c,onnty,, liiies. t3,is �pPr`oxuna"tcl}+1�2.5'k"iii,(�':5 si7ilcs) soutli/S�iUh�ast oFtlic town �I'ti[cbanc._Thi s,iiivcstigatio,niv�s coi�dticiccl on,bchalfofOrangc Courily l'I:�niiin� �:, Lns�eccinns Deparl'ment, Tlie priil�a�y.goal �vas.to iitsu'r.c tlit�t tlie pioposcci�constriiction'would` not impact sign�ific;�iil cultural� resuurcc.r•; � • . . . � � � � Projcct t�rea '1'hc proj�cC consists of two }ic6j�ose�1'cori;i�ors (Figu�cs 6 ancl 2). Tlit first corriclop`,�s approYiii�ntcly 7G2 mcfcrs {2,550' f't) lon�� c�nd pai•allcl5 Intertit�ite �141$S;,cx'�cricling.d��te cast fi�om �ci� VI!il'son Road,t9. thc propascd �ti'ilson lndi�strial t�ark entr�ince: This cor'rid'ur travei�scs �� sci•ics ��f riscs,a_'nd vallcys;'ai�dirosscs a small steea�ri in tlie �acstcru pgrtioil aftlicroutc. Varidi�sdisiu'r,b'ances wereen�otinter'c�l�alcing lh4corridoi�; inciuding� pusli pil�s;, a, billboai�d cicaring; and� �illbuard; ;ind�doivncd, trces. H�ircl�wuods,clUm'inalc tlic� ve�c[at�oir'alo�tg,the e�rridur'( Fi'gw'c 3), c:xcej�t_in llic easlernporrian;af tlic corridar; wltete fm'�vergeowai' �.. . licld is �rescnt whcrc [he eorticioc ties, in[o. �hc pi'o�nsed � 1�!�?ilsoii Ic�dtisti�ial', Park tr'act: (rigurc� 4�): This cocridor will be us�;d for consirucd�iori�of s��+vater li;nc and.will; parallel an,cnti•ancc raad to t'Iic�N�rk:• 7'he.second corridor �vill lie used•fcirplar�cmcntgf;a.scw,e'r-linc: Tliiscorridorbor�icrs,'tlic,;��,oj�oscd par.l� l�'aCt' �or,� tiliocl; dista�ic� bc,��rL,lni�niii� sDi�tl� aiid I�i�li�l�i�tln�; 5t �,S�t�+�r 11iie tlit�l'is^Cui'i`C�il�,y`.iindCC cc�n�trucrion;, This cori•idor• is alsa charactc►izcd:by, a serics of hills and' C�l AlIl7�C5: !t runs tilong u� cic�inagc,, p�rriilcling �.5mal.l unnum�d Iri�utncy tif. hluw, Ci!�ck�. }lardivodds c1�,iiructerize� lli�,norQicrn porlion;�f�IhC �ori;idor (I�igiii�� �S), hi��,�cvcr, tfic central and�ststill�eeu�porlions o�'ihc cc�n�idor ��pear- fo li�.ye liecn.�logg��l ar��i acc iior,v iit yg� , ticnsc secaiici� n�aivtli �.i ;ucc�G ,'1'lic i�tal�, lcn-�lli� of fliis sccaiiil�,"cori•idur_i;s��58. y . _!'Yb, �. � ) ,b , .. mctci•s { I ;500 ft}. Within ll�c��roposcd �iroject cori�i�d'y�'s are sever�l suif•types, 'T1�iC ntajol'ily lype �l�tty�l}ic �ti�atci' li'tic c«i�riclor is Gco,rg�,villc silC loan�., '1'his,soiL forms,on hillsfopcs �n,i;idbcs'aiid iiiter.fluvcs fi•o;tn residiium� i�•calhcrod�fi'om mctav.olcanics and ;ar�illi�tc. lt is i`vcll-cliained,witll sl�upes r�i`nging�froiri�2,tci l� j�crccnt. Ori Ute.in�rc, gradual slope's, tl�is soil lype iv,oiild �� consi��rcd to ltiati�e h;i�h poti;itt'ial�.f�,r tlic ��rci,tienCc,of'intacl arcl�aeologi�al�dcposits.. Tlie corridor also tr�verscs a very sn�i�tl scction`ofCon��ree'finc�sandy; loain, Tliiy soil type is tric�ilcratcly' yv�ll drained,.frcqucnlly flcrod�cd; ;�nd �forins in t1no�Plains tUSD���201�3): • Thc�sc�vcr linc��c�rriit�r. ci;��sse's thrcc soil ty�ic;'�aiics: C�car�c"villc `silt loairi is �lso;foun_'d alon�.tl�is , cor�id�r.� �'lic,otlicr�soil tynes_ai�e.Enon lnamrand��Icrndoi� silt�loa�n: Boili oflhesc,�soil,typcs;r�irc we11= d�'ai�icd� a�i�l fociti oii interlliivcs, 13otfi soil�;typcs l�avc• slo�ic's, �i•angin� 1'roiii' 2� tQ, C ��CTCCfI�. TIICSG. 501�5 gci�crtilly..8�c c�iisiclercd.to tiare.hi�h'`��Ceiiti�il For Il;c nrescnce �I:`in't,�act arcliaeelc�gi;cal dep;as,its.(IJSnA 2(113�); - _ . . lnvestigetiori �hlclliUcls ancl Resutts Qrrck�ronr�d Rcs���ircll .Arcliaeological,cvt�Juatiun �licgnn with a;rcvic-bv� of'arcliaeological:si�te Gie� at�tl�c�No��h �C�rolina t7fficc�i►1`Statc.A'�'cltacology`(OSA) in Ralci�li.� T,tiern arc ttvo�a�•chacological i•csoui:ccs rccordcci�`,will�iri l`. � a. !' � - . 4 ✓ , tK kni.,(O,G milcs) c�Ct]ic prt�li,oscd coi'riciors: Thcsc situs; 310R6aU �?di�.3�1.0[tG41,�arc both prclustoric.sites: � iQitG4a conluin�d`a bui'ictt�tl�ccli�ic �I'criod coii�Jionent. Thi�'sitc �vas reco»inicndcrlas j�otciltially Gli�ilile fur lhe National,Rcgistc�� cif,l-listoric I�laccs,(N,R[�t['j, Site 3;1;OR64 i is Fr'l�ibhl scailenol'�lithic dcbilagc and, GCI'alllic5 and was rcconuiic�7d�i3.i�iBligi�le EOr, 11ic'NRI'If' . Iiolli,of�the5e. 51i�> >VCl`� rcc�rded� durin�'an. ai•chaculo�ical'survcy of lhe then �ircip�secl Bucicliurn=.Mcl�anc CC[' Waicr ancl�Sc���cr �,rujccc conductccl by . . ...... . �_ . � , _,... _ . . . , Ls�g�cy Rcscarch AsSociatcs {1i�v ri.d`.). 'T'his �vAtci', �iiic! scw;c'r�1►nc is ciiri'cnlly"iiitcie',r'c�ii'sli�uct�on. 'Neilhci: aite k�ill bc �ffcctcd �y il�c pi•o�ose� ���atcr an.'d s«+�cc linc construclion as�ocia[cd•tiviih;41ic�1�+ilson ]nciustrial Park. � , . l�ecarris c�n historic resow�ccs on fiJcat tlic5uivcy and 1'laririin� Di"v,i"aiun 5ncl,ayail�bl'c�iii-linc w�i`.� aIso�cxamincd, 'F'hc.re arc iwa recordcd histaric ccsourccs willii►i 1!cm (0.6'�nilc:s��of cl�c projcct co,r'r►i�ors•. rtcsourcc 01�089 I. �+��us a cir.ca 1920 I►ousc locatcd'ofEpf OIc1;�Country�L'anc; cast af tl�c:��rojioscd industci�l �ark iract: It� is no tanger.exiant, Reso�ure dRl l4'1, lhc�I3cn'INilson liouse;�i� lqcatcd arl3qn��?�ilsoii Road, �i��proxi'i:nai�ly''SOU nielcs (I;G40�ft)'SOU�I]WCSI�ofI�14', lI1dU5iCIS) ��fIC (l'3CC: '1'his ligusc,�alcs:tg 1891;, B�tl�, t��tlicsc res�urccs�ha��c,sui��(cy s[�ti�s O�tlyl I�'eillicr. tivill lic�iinli<�cica. �y �tic,prpposcii' i`v�tcr or�scwer line canstructian; TI�eNatural and CiiCtura[,Systems:Blemc:nt i�f thc Urangc �ount}� Goi�iprel��nsirc P1Ait, i�vailalilc,on- Liric, iv�s rev,ic4+r�il as ���cll'. No�ci`ilfural' resour�es in fhc yici�iily of ttic nroposcd pi•o��ct ar.`cz� aic�ngtccl'i�ri tl�is cl�ciuncnl: f�it�ally, a�varicty:of liistoric� niflps of tlie, �rgjccc� ai�ca,���crc cxa�i»ncdr lu dctcritijii�c"`.11ic, passiblc�►resence.ol'nc� liiiigci,c�E�mcbuilclii�gtiiirtl��,project�iciiii�y; ,Tlicsc�iiaps:'i�icliicl�ed�tl�c 1968'ancl 19(�9'�Uni�ccf'S�atcs Gcnlogi�al�Survcy.,(USGSa,tnpo�,��pl}ic�m�ps,�m�ns ofOrnngc County-clt�iing to botl'i, l&91 a�td 141�3. �3n�l�lhc,l9lK�Unitcci.Sl�itcti Dcparliiicnf�,i�f�tl�riculiucc (USDr1).:soi) iiia�i. µ = Fiehl l nve.rtigr�tioii 11�fcll�oc(.v. 7'lie �elcl irti�c5lig<<tiai�-cortisisl'cd of ��c�est��ian �suri�cy of the�entircly��f,b�tlt projcctr cer��idars: Sliuvc[ tcst;in� was,con_ductcd �lon�.a�si�iglc ii•aiiscct� w;itli tcsts'�cin� cxc�v��teii`zt-30:�i�cl'cr f,S,(� ft) interv�tl�5.. ����o►� io ii�� ��,5����t�o,�.�r ii�t r�ia''survey,, �orCions of•`tli`e. cori�idoi: ipiitc vre�.e elassi�cJ as h�ving CII}1ZT Il,i"�h or low 'patcn`ii�L �for ihc p_resen�e:of arcltac�l'ogical;�renta'ins: 1'hcsc_�loca(ions' 4VC1'G dctermii�ed l�ascd'�n�landFoein', Snil�tyj�c; and�it,'egree �Eslopc:, 7'lic niajarily.�oElliC;watcc`Iiiie COCCIc�QC'�v�IS' deetntci IU hat�c littic �xitciiti�l�For tltc pr�scnee;of at'cli�et�ls��bic�l�depti"s_ils �uc co tlic degrec slo�e :ind �thc� disturba��cc t�� the genecal,,ai•ca.duc eo thc eoi�stlrucfion of the intcestute: Tlic,noriliern scgnic�it;of�ihe sew,c,'i•' line tr�vcrseci graduul:5,lopp a,i�d,aoi�taincd wcll-dra,ii�ecl'sr��ils.� '['his segii�eni�was classil:i�d as IiigI�'�otcntial �nd suppleinci,ital shovel'`tc5�s wcr� cxca"vatcil,a�judgcmcnta,lly d�terni4�ied,[ocat�ons: � Sliqvel tcstti n7i:asu�;c�1 arprbx�iinatCly 30 cni (17 incl�cs) in'i�i�ai�ielcr�ahd �veiC exLay�tCci ittto 5tet'ile subsoil, A1l lill i��a�s scrccncd Ilir,uugh O:6 cm�(�;�25)"inch liai�dtiva,i�:•cJolli, 7'l�c soil sttat�gr;iphy ot eac.h� lcsi' �va`s rccordcil in•u� fcl'd�'it,i3t�l�po1�..� 1'r�,�ill. ai'�:�s, sliovcl�tpstiiig.,�v�s ,�,iipl�lciiicntcd lijr' c�m�re`I�enTiyc C;(�1111111�1�11 OE��iLI GX�'O5CiI .�*COli11(J.5lIr��1GC; Di�,it�l�ptidto�;r�apl�s qfiNc, projcc,i�c�rridorsat�d ��nerii] ��roject Urca,tivcrc .ilso,takcn. 6' Iiesult,s; A Intal ol' 1'4' sltovel Ic:sls tiv.ere excnvatccl �lon�; thc��rojaasca wat'cr li�ae eorriil'ar: 5oil's, exj�oscd .in tlicsc lcsls w�crc gcncrnlly coinprised oFrcddisl� brown clay�loam` at, orjust helow thc�ground surfacc: Itoad fill' bravcl. �ncl largc lioul'dcrs �ycrc pccscn� in thc ti��cstc�ri p6rlion of ilic��outc: Sixlcc,ti s)�ovel tcst5,were excavated �lon�,tlic scu�or lii�e cQiYiclor: S,liovcl tests cxca�ratcil�in thc� si�rthcrn pdrti�n, of�t[�c �orridor' cx�oscci soil profitcs cansisli'ng uf 5� tu I,�: cm; (2 io �4: irichesj. of re{ddish - ' bi�cawri cfi�'v, Ooaui grading� lo ,r'cddish Ui•o�aii loainy� c[ay„ �i tfie�s'ouittctn portioii'�f thc roiitc; slidvc,l, tcs;is �cintaincd an average.of 5: cim(2 ii�chesj'�of yell�i�vi5ii' browil silty;• loain bvcrloyi,ri� clay loarn; Soifs.��n A1l p�irts af llic carricioi• tc�ided w bc_�t�cl<y. � �o artifacts were r,ccovered t'ron�,sho'vcl tests cxcavatcd al��n�; eitl�c}'�oiitlrc���raje�t`cqreicloi�s. N� ��rchaca,lugical ar (tist�ric resourccs tivcrc icicutificd dui•in� ttiis ipvCSll��ll6�l: COi1C]Q�lpfl F�115•PI115C ] II]V„4S11�c�11U11 1c�el1l1I1Ci� Il0 CllIl1ICF1J fGSC�IIfCCS i1I011�' iG� �?I'O�l05Ca WIiSOit �Il�(�IISICI�� Y31'IC waicr and setvcr linc con;id'ors. E3a'scdon (l�c it;stills of Ihis�irtvesti'gs�titin, cunstci�clitin of 41ic p"roposcd corridors will no4 iiripact uny signif7danl cultural, resoucccs. C�l l�efcrcnccs Citcd Joy. DcUarah n:ci: Inre�rsr+�c� C'trllirrg! ari� �Ar•ch'aeol���iculSurvcJ;,u��dSile �vulria�io�i %a�-1he Buel;lrp�'rr-tl�NGcr�i�� EDD Pli�se 2 6Yute,r ce 5eaucr• l��rpro��clite�u PrnJecl i�i Orb��ge Coi�u��„ �V'or�11r Car•tilr�rct.', Lcgacy Rc'sc�rcli Assi�ciptcs, Rcpoi�f iii ,l'�ogress. � iUnit�d'Sfatcs Ue�iartinent ofA�ricyllurc (USDA):� �.013 li'eli Snil St��'►',e�;, Eleclranic Docuii�c��t. Iltl(i:'/h+�ebsoilsui'Y'ev.n'rc's'.uscJi��:guv/appl�, aCGcssCd Novcnibcr2013. . � -. - - . - - , �- - . . -. _ . .-.. _ Ui�itcd Stalcs Gcoiogical Sui����p (USGS). 1968 fJTa�icl, NC�7:5 in'i'iiute'topograjifiic quailr�in�le, revised 1934.. 1�}G9� Af�Gct?ie, ,'1�� 7:5 miiiGtc topagrt�phic.quadraiiglc, rcviscil �199�: ' � S ���i _ ,r:_ _ ;.� �. �' �'� S' C1�1 R O L I N A�,. L L B?' _._ _._.._. _"Setting the Sfanrlard for Service" �n Geotechnical • Construction Materials • Environmentai:• Facilities+ NCRegisteredEngineeringFririF-1078 November 15, 2013 Mr. David Richmond McGill Associates 1236 19�' Street Lane Hickory, North Carolina 28601 Reference: Report of Preliminary Threatened and Endangered Species Survey Proposed Roadway & Water/Sewer Lines Interstate 40 Frontage Road Alamance and Orange Counties, North Carolina ECS Project No. Q9-23448 Dear Mr. Richmond, ECS Carolinas, LLP (ECS) is pleased to submit this report of the preliminary federally listed threatened and endangered species survey for the proposed roadway and water/sewer lines located south of lnterstate 40 in Alamance and Orange Counties, North Carolina. This report summarizes our findings for the site. BACKGROUND INFORMATION 7he site is a proposed roadway and water/sewer lines located south of Interstate 40 in Alamance and Oran�e Cou�ties, North Carolina (Figure 1). 7he proposed roadway an�. water/sewer line corridors cansist of wooded land and fields. Structures are not located within the proposed roadway/utility line corrido�s. Overhead power lines and thei� associated easements cross the proposed roadway corridor. Adjacent properties consist of Interstate 40, Ben Wilson Road, single family residences, wooded land and fields. The centerlines of the proposed roadway/utility lines were not marked in the field at the time of our site visit. ECS was contracted to conduct a preliminary federally listed: threatened and endangered species determination for the site. The assessment was perFormed in conjunction with a stream and wetland delineation. The stream and wetland delineation is documented in a separate report. FIELD RECONNAISSANCE Mr. Bradley Luckey and Mr. Corey Darnell of ECS conducted the site reconnaissance on October 17; 2013. The proposed roadway and water/sewer line corridors consist of wooded land and fields. Wooded areas in the vicinity of the site are dominated by pine (Pinus taeda}, oak' (Quercus fa/cata), sweet. gum (Liquidambar styraciflua), and maple trees (Acer rubrum), mockernut hickory saplings (Carya tomentosa), honeysuckle (Lonicera japonica) and poision ivy (Toxicodendron radicans). In addition, mircostegium (Eulalia viminea) is a dominate herbaceous species in the vicinity of the proposed sewer line. The trees in the area of the proposed roadway and utility lines are approximately 40 to 50 years in age. 4811 Koyer Blvd,, Greensboro, NC 27407 • T 336=856-7150 • F: 336-856-7`I60 • wawv.ecslimited.com ECS Capdal Sernces, NLLC � EC5 Caroliik�s, LLP • ECS Central, PLLC � ECS Florida, LLC • ECS Mid-AUanGc, LLC • ECS Ivlidwest; LLC • EI:S Soufheast, LLC � ECS Texas, LLP' Report of Preliminary Threatened and Endangered Species Survey Proposed Roadway & Water/Sewer Lines lnierstate 40 Fronfage Road Alamance and Orange Counties, North Carolina ECS Project No. 09-23448 � November 15, 2013 Mixed grasses/weeds including annual biuegrass (Puo annua), johnson grass (Sorghum halepense), foxtaii (Setaria sp.) and dogfennel (Eupatorit�m rapillifolium� are located in the edge of the fields, in the vicinity of the site and in the overhead power line easements in the vicinity of the proposed roadway and water line. The fields consist of cultivated corn. A marginal stream feature and wetlands are located in a swale that the proposed,. roadway and water line cross. A stream is located up-gradient of the marginal stream feature. Additionally, perennial streams are located east and south of the proposed- sewer line. Wetland pockets are located adjacent to the streams located to the east of the proposed sewer line. Flowing water was observed in the, streams with the exception of the marginal stream feature. The jurisdictional features are sclieduled to be verified by Mr. Craig Brown with the U.S. Army Corps of Engineers (USACE) and �Ms. Sue Homewood with the North Carolina Department of Environment and Natural Resources- Division of Water Quality (NCDENR). Permits will be required from these agencies for � impacts to the jurisdictional areas. Figure 2 shows the: approximate locations of the proposed �oadway, water line, sewer line, marginal stream feature, streams and. wetlands. PRELIMINARY THREATENED AND ENDANGERED SPECIES�DETERMINATION Congress passed the Endangered Species Act (ESA) in 1973. The purpose of the ESA is to protect and recover imperiled species and the ecosystems upon which they depend. It is administered by the U.S. Fish and Wildlife Service (USFWS) and the Commerce Department's National Marine Fisheries Service (NMFS). The USFWS has primary responsibility for terrestrial and freshwater organisms, while the responsibilities of NMFS are mainly marine wildlife. Under the ESA, species may be listed as either endangered or threatened. "Endangered" means a species is in danger of extinction throughout all or a significant portion of its range. "Threatened" means a species. is likely to become endangered� within the foreseeable future. All species of plants and animals, except pest insects, are eligible for listing as endanger.ed or threatened. For the purposes of the ESA, Congress defined species to include subspecies, v,arieties, and, for vertebrates, distinct population segments, ECS reviewed the North Carolina Natural Heritage Program list for federally listed, threatened and endangered species that have been identified on the Mebane, NC Quadrangle (the quadrangle that contains the site} and the Efland, NC Quadrangle (the quadrangle that borders the site quadrangle to the east). Species/Habitat Description Dwarf Wedqemussel (Alasmidonta heterodon)'� Description: The DawrF Wedgemussel is identified on the Efland, NC Quadrangle (the quadrangfe that borders the site quadrangle to the east) as a federally listed endangered specie�. The dwarf we�gemussel is a sn�alf bivalve, �arely excezc�ing 45 mi� in i�r�gth. Report of Preliminary Threatened and Endangered Species Survey Proposed Roadway & WatedSewer Lines interstate 40 Frontage Road Alamance and Orange Counties, Norfh Carolina ECS Project No. 09-23448 November 15, 2013 Clean young shelis are usually greenish-brown with green rays. As the animal ages, the shell color becomes obscured by diatoms or mineral deposits and appears b{ack or brown. The shell is thin but does thicken somewhat with age, especially toward the anterior end. The anterior end is rounded while the posterior end is angular forming a point near the posterio-ventral margin. The ventral margin is only slightly curved. The nacre is bluish-white, appearing whiter in the thicker anterior end. The most distinctive shell character of the dwarf wedgemussel is the arrangement of the lateral teeth. There are two lateral teeth in the right valve and one in the left valve. The typical arrangement for most freshwater mussel species consists of two lateral teeth in the left valve and one in the right valve. The incurrent and excurrent apertures and their associated papillae are usually white. The foot and other organs are: also white. Maximum age for the dwarf wedgemussel is around twelve years. The species is a bradytictic breeder, meaning that females become gravid in the early fall and glochidia are released by mid-spring. The tessellated darter (Etheostoma olmsfedi), johnny darter (Etheostoma nigrum), and mottled sulpin (Cottus baird�) have been ide,ntified as hosts for the dwarf wedgemussel. An anadromous fish may also serve as a host species but this has not.been documented for the dwarf wedgemussel in the southern portion of its range. Habitat: The. dwarf wedgemussel appears to be a generalist in terms of its preference for stream size, substrate and flow conditions — it inhabits small streams less than five meters wide to large rivers more than 100 meters wide; it is found in a variety of substrate types including clay, sand, gravel and pebble, and sometimes in silt, depositional areas near banks; and it usually inhabits hydrologically stable areas, including very shallow water along streambanks and under root mats, but it has also been found at dapths of 25 feet in the Connecticut River. Dwarfi wedgemussels are o�ten patchily distributed in rivers. Conclus9on: A margi�al stream feature, r,vhich did not contain flowing water �at the time of our assessment, nor pravides suitable habitat for the dwarf wedgemussel will be impacted by the proposed roadway and water line. Other impacts to streams are not proposed at this time. Additionally, best management practices including ternporary erosion control measures, catch basins and/or silt fencing will be used to avoid sediments from entering down-gradient water bodies and wetlands during land disturbance activities. Therefore, it is our opinion that the proposed roadway, water line and sewer line will not impact this species or suitable habitat for this species. If the proposed development impacts other streams (outside of the marginal stream feature), then we recommend consultation with the USFWS to determine if a detailed study is required to prior to impacting the stream. Michaux's Sumac (Rhus michauxi�l Description: Michaux's Sumac is identified on the Efland, NC Quadrangle (the quadrangle that borders the site quadrangle to the east) as a federally listed endangered, species. Michaux's sumac is a rhizomatous, densely hairy shrub, with erect stems from 1- 3 feet (ft) (30.5 — 91 centimeters, cm) in height. The compound leaves contain evenly serrated, oblong to lanceolate, acuminate leaflets. Most plants are unisexual; however, more recent observations have revealed plants with both male and female flowers on Report of Preliminary Threafened and Endangered Species Survey Proposed Roadway & WateNSewer Lines �nferstafe 40 Fronfage Road A/amance and Orange Counties, North Carolina ECS Projecf No. 09-23448 November 95, 2013 one plant. The flowers are small, borne in a terminal, erect, dense cluster, and colored c�reenish yellow to white. Flowering usually occurs from June to July; while the fruit, a red drupe, is produced through the months of August to October. Habitat: Michaux's sumac grows in sandy or rocky open woods in association with basic soils. Apparently, this plant survives best in areas where some form of disturbance has provided an open area. Several populations in North Carolina are on highway right- of ways, roadsides, or on the edges of artificially maintained clearings. Two other populations are in areas with periodic fires, and two populations exist on sites undergoing natural succession. One population is situated in a natural opening on the rim of a Carolina bay. Conclusion: The site consists of primarily wooded areas. Based on our field ob�ervations, potential suitabls habitat for Michaux's sumac is located on various portions of the site including, the wooded areas along the edge of Interstate 40, Ben Wilson Road, ag� icultural fields and overhead power line easements. However, the North Carolina Heritage Database identifies Michaux's sumac as a historical element and does not identify Michaux's sumac on the site quadrangle. Additionally, sumac species were not observed during our site reconnaissance. Therefore, it is our opinion that the proposed roadway, water line and sewer line will not impact this species. Bald Eaale (Haliaeetus leucoce,,�ha/us) DQscription: The Bald Eagle is �dentified on the Efland, NC Quadrangle (the quadrangle that borders the site quadrangle to the east) as a regulated species under the Bald and Golden Eagle Protection Act (BGPA). Bald Eagles were removed from the federal list of threatened and endangered species on August 9, 2007, and are no longer protected under the Endangered Species Act. However, Bald Eagles remain protected under the Bal�i and Golden Eagle Protection Act and the Migratary Bird Treaty Act. The. Bald and Golden Eagle Act prohibits anyone from taking, possessing, or transporting a Bald Eagle (Haliaeetus leucocephalus) or Golden Eagle (Aquila chrysaetos), or the parts, nests, or eggs of such birds without prior authorization. This includes inactive nests as well as active nests. Takp means to pursue, shoot, shoot at, poison, wound, lcill, capture, frap, collect, destroy, molest, or disturb. Activities that directly or indirectly lead to take are prohibited without a permit. A large raptor (bird of prey), the bald eagle has a wingspread of 5%2 to 8 feet. Adults have a dark brown body and wings, white head and tail, and,a yellow beak. In flight, the_ bald eagle often soars or glides with the wings held at a right angle to the body. Juvenile bald eagles have mottled brown and white plumage, gradually acquiring their dark brown body and distinctive white head and tail as they mature. Bald eagles generally attain adult plumage by 5 years of age. Adufts weigh 8 to 14 pounds, occasionally reaching 16 pounds in Alaska. Those in the northern range grow larger than those in the south, and females are somewhat larger than males. Habitat: Bald eagles generally nest near coastlines, rivers, large lakes or streams that support an adequate food supply. They often nest in mature or old-growth trees; snags Report of Preliminary Thr�atened and Endangered Species Survey Proposed Roadway & WatedSewer Lines Interstafe 40 Frantage Road A/amance and Orange Counfies, North Carolina ECS Pro%ect No. 09-23448 November 15, 2013 (dead trees); cliffs; rock promontories; rarely on the ground; and with increasing frequency on human-made structures such as power poles and communication towers. In farested areas, bald eagles often select the tallest trees with limbs strong enough to support a nest that can weigh more than 1,000 pounds. Nest sites typically include at least one perch with a clear view of the water where the eagles usually forage. Shoreline trees or snags located near reservoirs provide the visibility and� accessibility needed to locate aquatic prey. Eagle nests are constructed with large sticks, and may be lined with moss, grass, plant stalks, lichens, seaweed, or sod. Nests are usually about 4-6 feet in diameter and 3 feet deep, although larger nests exist. Conclusion: The site contains wooded land and fields. According to the USGS Topographic Map, ponds are located 500 feet and more from the proposed deve(opment areas. Large bodies of water that would provide suitable habitat for the bald eagle are not identifie� in the vicinity of the site. Therefore, it is our opinion that the proposed roadway, water line and sewer line will not impact this species or suitable habitat for this species: CONCLUSIONS We have conducted a preliminary threatened and endangered species determination review for the site. Please note that our services did not include detailed studies for threatened and endangered species. However, based on our knowledge of the site and the database review, it our opinion that the project will not adversely affect threatened and endangered species. Additional assessment is not recommended at this time. CLOSURE ECS appreciates the opportunity to provide wetland services for your project. Please contact us at (336) 856-7150 if you have any questions concerning this report. Sincerely, ECS Carolinas, LLP �" , ,��, ,� i ��r_� -� ;� Bradley S. Luckey Environmental Project Manager ,%�� �� ��.�.__- Michael T. Brame, PWS Environmental Principal Attachments: Figure 1— Site Location Map Figure 2—Approximate Stream/Wetland Location Map cultural res�urccs { 19C8 L'flarr'�! NC ['rcviscd 1994j and 1�9G9 Aqebcr�te, A'G[rcviscd 199��, L�SGS 7.� minutc topo��'aphic quaclranglcs), '""^•�k �,��r�—.__"�' " � �, i .�' ��'.��4#p - � '( .`�. ! �� '� '�'� �h y f ) .1'[l � M-� uf A •3 �� � � . y l � � y �� . .�_.� � ,�- �.��� � d y . .,�q 4 , t ��� �� f ; � � tn VS �: �° � ,�.�w . . ��e+�. � �., ` � y rr� t4 . ' ` � + , � tj � �V ��.�,,,,* Is�'- �-�-� ^�`''ui�i�t'. 4 j ; a � �. � g�r�}� �? - M ���'_`r..�.�' (�.�.-�w�. k�+ � - . �-p�.._ 4. V�� �' t��. .. � � .{ . 4. 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[ ",:+ �' �ki ��_'��``1 rJl �ti `�.� y 5:f � ! ,� �F�� � ' ` �' �� � � i. t. ���;5 `4..� .,, . �."4,++ rr��•I l�i�.` t .'t , �f ,j"' �y�� !L 4�. � i � �,,;yf �Jy�� t' F�'.� y ����+_� n yy hr}{� 't � '' 1 � ' .�:z i � 5'1. - . � � 5 + � � . �' `'f�?i�� i t � lY3�� !� � i, i ����� �.� E � � � +1 . � ,.:,: - . - �. g '�{�::��' �}� � � r=' ` i-�y ;;�.:;, ��c;y,+44.rr�r'�n'�n''!�� '� � .� . .���f�';'' r� ' "_ , ""Y � ��� ,� � _�. _ �,. a ,� ''' ` 1,..` �.,�r. t:'. r�L' c.�,,` .{�S r,. �t =����..""°,.tL..i�' . • ,; ��THE STREAMNVETLAND LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THEY HAVE BEEN DELINEATED BY ECS� ON '+ a QCTOBER 17, 2013. THEY HAVE NOT BEEN VERIFIED BY THE USACE OR THE NCDENR—DWQ. THEY HAVE NOT BEEN : SURVEYED. � �. L�GEND'• FLAC NUMBERS/INFO � i � � �-- Approximate Location of'Proposed Road' � ' � � m•_ �� Approximate Location of Proposed Water Line WETLAND FLAGS =, . •������� Approximate Location of Proposed Sewer Line � =�- �- � Approximate Location of Stream STREAM FLAGS = � ��Y �>�' �� y� �"� :' � ,.,.�-�, ,..._.,. . ..�_ -, _„ �; , •'• . Approximate Location of Borderline Stream '� � Approximate Location of Wetland Stream Flags = 117 SA 1-21 Flag Number/Approximate Location 11Vetland Flags = 62 DP-1 ■ Approximate Location of Data Point , T,otal Flags'= 179� � � T� } f � ' ''� { ' r � �db�"�, ,� - I � t; ���.� �:;� . . , . _ . �. , . _ � � • Pf���c�'� ����.,;�• �+.��,�. _ _ :�..,. , ' ._�-�.���.� , r, ._ _ �•__� . . ..�., . �. �5e1 ��)' �19, YY�}lili �''��. {, `SA I;' J � �:. • _, �:� . , _ _ ----- Jurisdictional Features North And West of' Streams SB and SD Were Delineated By ECS. Jurisdictional Features South And East of Streams � SB and SD Were Not Evaluated As Part Of This Assessment. -- x - ,.1� , SOURCE: Orange County GIS 2010 �erial P�otograph and ECS Field Notes Approximate Scale: 1" = 525' ��r/�•.� � jal� . DP-1 ■ 1, ���� 'CAROLI �_ _ ��}l�U_U�� 15-62 WD=1-14 c.,_ , �r�,�,� � y f ' �•—tr ..Y�` �{��' � ` y '" r` : �f, t �,7 r-!jf �' �� ��ti ���� �'�" � �� �� �� t '� � , � •'-�- ���, �. � , �' t �: � � �, i' i;, i ; ,a� .�;a� � �. ,,�".. i �� � c = � ����� �' �,�.. ��,��i+��� _ '" � ,.���'u 41 S ' ,; � �. `�� ,i�� _ ' � =�,�� 'x;,_ (� � c�� .., �•::,, ��'.�`�.�k�: ,�`s��� �'SB_.l�-�U� r � �e FIGURE 2 �.( A, �, � : . . . , � � APPROXIMATE _ST,.REAM/WETLAND �. ' , � FLAG`LOCATION. MAP � Propose�. Roadvray & Water/Sewer Lires ��' �" f�;. Interstate_40 Frontage Road � Alamance and.Orange Counties, V/qSj, : North Carolina _; , EC.S� Project, 09-23448 i � _ . . � - - -> _. �_ . __ . _ :__._ ._ . , - .., -.�- ..; VICINITY MAP N07 TO SCALE � NGS Cu - NaPONAL GEO�ETIC SURv£Y CONCRETE uONUMENi :RBF � REBAR �OUNp OIIPf . OPEN TOP IRON PM �OUND POB = FWNi Of BEGINNWG 0(5 - CnLCULATED PpNT (N) NORRQViP1 LRWND OISfM10E O RE�. IPS � REfERENCE POINT SEi (�) NL S7ATE PIANE GRID OISiANCE O IPS . IRON PIN SE7 �.�gWEO SCALE f�CiOR • PK/fA � PK NNL Fq1N0 99999 . pqNi nNU LOCAiION Of DELINE�iED R�G INWCAiES PROPERiY tME ----WDIGIES f➢!E NOT SURu£YEO Ai iH15 IWE - — — -WDICAiES CENiERUNE OF CkF£K --------- NdG1E5 ilE IANES . . DICAiES Q4IGINPI PARQl UNES --- —4VOILRiES MPRU%11dAiE E%ISiING $EN£R f1NE -----nM-WOILAIE$ MGHT Oi' WAY IINE$ � � I �INDICAIE$ MAiCH L1NE5 INOICAiES ME�LANDS wERRND nREAS 50. fi nCRES W£ILANO WM �58 0011 ��� w� ]583 0059 nEil.WO NDI 29.�96 06]] wE1LnnD M9Z 6�66 01�2 e 4a ��ew,. aN� ��� NOIES �o I. 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'� ` ( �\ _ ��- - _��� / ��.-� ef�� _�'\\ ,,� � � „ �� - ����� . , i i ( +C /'�t i ` . ,,!_ ( f Ii�� � ; r��-.. � .�.� � — i {�� -- 1i, . - _ �. �� f� �'� r- ) 1 V � '� �\ ' �',�� �, � `i`::.i.� � \ 1`1 � :. _ J ; \ I'.�� . i^-� ..�y.�.(- __; r�� + ���� _ � j _ I i� , - 1'-� (� .l� Tt-. r�-� ,�� �� i �� �'3 �� � �`� ��� , - •� �� �� � ( , LEGEND � �. 1 � - � �� °' ? ` 1 �,.; `�`, � -' �• '�(�?_'�( � ���' Approximate Location of Proposed Road � �'� � �� \) �`; '`�-�,�; , ,�' ��4 • ��'�", > � (. � — — - Approximate Location of Proposed Water Line ' , ' ........ �� ( � (' •� �` ,;�'� � .!r`; 1�,���� `-,-- -` ', �l �� Approximate Location of Proposed Sewer Line •�6 SOURCE: FIGURE 1 S USGS Topographic Map: SITE LOCATION MAP Mebane, North Carolina Quadrangle Proposed Roadway & Water/Sewer Lines Dated 1969, Revised 1994 and `� Interstate 40 Frontage Road Efland, North Carolina Quadrangle Alamance and Orange Counties, Dated 1968, Revised 1994 CAROLINAS North Carolina Scale: 1" = 2,000' ECS Project 09-23448 THE STREAM/WETLAND LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. THEY HAVE BEEN DELINEATED BY ECS ON OCTOBER 17, 2013. THEY HAVE NOT BEEN VERIFIED BY THE USACE OR THE NCDENR-DWQ. THEY HAVE NOT BEEN SURVEYED. LEGEND FLAG NUMBERS/INFO Approximate Location of Proposed Road --- Approximate Location of Proposed Water Line WETLAND FLAGS = •••••••� Approximate Location of Proposed Sewer Line /V Approximate Location of Stream STREAM FLAGS = ., Approximate Location of Borderline Stream � Approximate Location of Wetland Stream Flags = 117 SA i-21 Flag Number/Approximate Location Wetland Flags = 62 DP-1 ■ Approximate Location of Data Point Total Flags = 179 p ' • Y :' _ = � � � `' M ; � -�� s :�"�.� _�t�� � I •f � M1 . � � J •• r �f � .� �� i � .. .r' �.�5'�'.�rL�•� i � - � .,� i r �r .F4 -y.4�.r�+y4'� . "'r . . � � . y �'• �� � �Z� -. �"1`' r . � . �� , � '. f. 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Jurisdictional Features North And West of ' ',�) M� ' ��" j�.; , _. � '� ��`�� '' � _ Streams SB and SD Were Delineated By ECS. � � 4 — ��iii �`� ,�.,,� % . rl�. �L � f • Jurisdictional Features South And East of Streams , � �� _ ' � } � ' � �''� � �}.� � S I3 1-20 {-�".- _ , � , _ . _ -.. SB and SD Were Not Evaluated As Part Of This �n. k;- �• - � ,_. �� ' _ � , -- - �. _ -_ _ . Assessment. i � ' * - '� � _ FIGURE 2 � SOURCE: APPROXIMATE STREAMNVETLAND s FLAG LOCATION MAP Orange County GIS 2010 Aerial Photograph and Proposed Roadway & Water/Sewer Lines ECS Field Notes � Interstate 40 Frontage Road Alamance and Orange Counties, Approximate Scale: 1" = 525° CAROLINAS North Carolina ECS Project 09-23448 i �`'�' ��' Y\' U':'i� �i'l`5,1�`: ; •F� 4; �`. 1� ti f�' 1�!^� ;'t �.�-!� �If lr`-' � y f(�'`i t J (� � , / � `.I I'i � ;I �r. \ '�'� /' ��`� �I, � f'• • ��` ; �• � '�� i-�, � 1I �� ��`'�r/ i�(J/��_ �.i%-�-�U�.R � - ��/.. �� � y �I� f 4 ,� II�1. 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THEY HAVE BEEN DELINEATED BY ECS ON OCTOBER 17, 2013. THEY HAVE NOT BEEN VERIFIED BY THE USACE OR THE NCDENR-DWQ. THEY HAVE NOT BEEN SURVEYED. LEGEND FLAG NUMBERS/INFO Approximate Location of Proposed Road -�-� � Approximate Location of Proposed Water Line WETLAND FLAGS = •••••••• Approximate Location of Proposed Sewer Line � Approximate Location of Stream STREAM FLAGS = ..• Approximate Location of Borderline Stream � Approximate Location of Wetland Stream Flags = 117 SA 1-21 Flag Number/Approximate Location Wetland Flags = 62 DP-t ■ Approximate Location of Data Point Total Flags = 179 �x � � j ti�i r �'r '�, �1 ^.'-� y _ . ". t ,� �'� ►� �'{ • - ,...r. _. r. ; �'�'..' �� p' F �i �f. ,r�, � ' ��":1j�d'.. y �_-....=�.i�a�.) � � :11� � ( � � - „��'''_ +r � -,+� �i�i�a"•'" . . -�i r,,•3"�r,�'�`�:ia+ ' , � � �,r. ., +r ��: ,'J_ - v . ��, ��`� •`��C'y�''7�'r�"',-. . 1. ' t � � � J . �y, tl!: � `,�, �'r'�' .,1�..e� '�^�� ���'.. ��r�T'�� 'I `. ;r L � .ir i .l ✓K'r � • ,.�'. 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'� ( 1 Jw�isdictional Featw-es North And West of � ';�i,�= �� +�.�,�' � Streams SB and SD Were Delineated By ECS. �"�, �� ���" . � � � �` � � },�^45�-�..� � - ' Jurisdictional Features South And East of Streams � �- ,�p� �.i�' yr�,� ,,, .� rj �� ��('j � SB and SD Were Not Evaluated As Part Of This �`r--. � .,r' �,P" '' '_ � , r f � --,, . 4r ti Assessment. ����.� � � i I ��;�y��r�;_�� �: '�� �;�: �,- -,y���,� ,,�x SOURCE: - - FIGURE 2 �-�-• APPROXIMATE STREAMNVETLAND Orange County GIS FLAG LOCATION MAP 2010 Aerial Photograph and Proposed Roadway & Water/Sewer Lines ECS Field Notes � Interstate 40 Frontage Road � ` Alamance and Orange Counties, Approximate Scale: 1" = 525� CAROLINAS North Carolina ECS Project 09-23448 ArcGIS - My Map Page 1 of 1 PRaSEc-T ArcGIS My Map L pG�T l � N Detail5 � Basemap I � Print � Measure Find ac S�t-�TE. d F 1J�v�stot� NorZTN G�l2ouNA oF N 1 �� w��S o�r��� Cout�tT`i' �3� v�, �,�so N ,�o �'� Csrz ►i�lo) http ://www. arcgis. com/home/webmap/viewer.html?url=http%3 a%2f %2 fraster. nationalma... 3/26/2014 ,Q � _ - -._-.��. � U� UL`' U� U� �N �N �N ��\ � W� WN �� �M �� �� \ � m II m II m II m II N N W nW. w \ � �z �Z Wz �z � aN �N n.N ~N w \ � m a� \ ,: �� �� �, �` :, �, . _ � N N a � � � n�. Q O � � a O � O � H � �'Q N�m3 j( m � W � — O a�waa�mz � �O��ZQZ� � �� 0 0 � O �wZw¢a¢� � �W�Q��N� � �t r a J � m WD � Z O m= �Ja W aZ~� V � S� aQ��� N= cznQ\o� ZOZ y v� ' m � L \ �W�Z�ZWa � 0 v � � �"' ZQom�g=� Z J °` °' \ - � �3 �� \ ° 2,0 � , � � -�a �._... � �\ .,..._ � � . \ �� � ��.. � / � � ;� �� � 3�� , � • � • � LOCATION : BEN WILSON ROAD (SR 1140) NEAR CITY OF MEBANE, NC TYPE OF WORK : GRADING, PAVING, DRAINAGE, AND PAVEMENT MARKINGS —L— STATION 13+00.00 = —Y— STATION 10+00.00 BEGIN PROJECT -L-STATION 10+00.00 BEGIN PROJECT Im Z � � � � r ,� o z � O � PRK� P� 1�S�N P BEN W -Y- STATION 13+00.00 END PROJECT -L-STA. 35+77.35 END PROJECT INTERSTATE 85 I 40 W�� s DIVISION OF HIGHWAYS PREPARED FOR THE NORTH CAROLINA PROJECT ENGINEER PLANS PREPARED BY : STATE OF NORTH CAROLINA DESI GN DATA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS � PROJECT LENGTH 1000 BIRCH RIDGE DR., RALEIGH, NC, 27610 /'+q \�',�,,1 A �Ljy1 �^ry+l ,,�I s �� ... "� � � �F NORTN V= 40 MPH 2O12 STANDARD SPECIFICATIONS ��,°��� ��sS'o�a,�� � �� RIGHTOFWAYDATE: �o AS SOCIAz'ES �Q- � ENGINEERING•PLANNING•FINANCE � X SHAD W WALTERS� PE �� 124019thSTRE2T.LANENW HICKORY,NC28601 PH.(R28)328-2024 FIRMLICENSEIiG0459 v � LENGTH OF ROADWAY PROJECT X= 0.545 MILES PRo,IECT ENG�NEER �°�'�,����������,�� `�� � TOTAL LENGTH OF PROJECT X= 0.545 MILES LETTING DATE : '°� ,�,� ►�� ��'`� , �,�. Qo FUNC CLASS = TBD SHAD W. WALTERS, PE r/ � T RURAL LOCAL ROAD PROJECT DESIGN ENGINEER NCDOT CONTACT : SIGNATURE STATE HIGHWAY DESIGN ENGINEER � S TATE 0 F NO RTH C ARO LINA DIVISION OF HIGHWAYS INDE��C OF SHEE TS GENERA L NO TES L lS T OF S TA NDA RD DRA W/NGS , , INDEX OF SHEETS 1 1—A 1—B 1—C 2 THRU 2A 3 3—A 3—B 4 THRU 7 X-1 X-2 THRU X-18 TITLE SHEET INDEX OF SHEETS, GENERAL NOTES AND LIST OF STANDARD DRAWINGS CONVENTIONAL PLAN SHEET SYMBOLS SURVEY CONTROL SHEET TYPICAL SECTIONS AND PAVEMENT SCHEDULE SUMMARY OF QUANTITIES SUMMARY OF DRAINAGE QUANTITIES SUMMARY OF GUARDRAIL, PAVEMENT REMOVAL, AND SUMMARY OF EARTHWORK PLAN AND PROFILE SHEETS SUMMARY OF CROSS SECTIONS SHEET CROSS SECTION SHEETS GENERAL NOTES ; GRADING AND SURFACE OR RESURFACING AND WIDENING : THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTERLINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE—IN. CLEARING : CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GUARDRAIL : THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. SUBSURFACE PLANS : SEE GEOTECHNICAL REPORT PREPARED BY ECS. LLP. DATED DEC. 11, 2013 FOR SOIL BORING WITHIN ROADWAY UTILITIES : WATER — ELECTRIC — ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. RIGHT—OF—WAY MARKERS : ALL RIGHT—OF—WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. ANY EXISTING RIGHT—OF—WAY MARKERS REMOVED OR DISTURBED ON THIS PROJECT SHALL BE RE—PLACED BY CONTRACT. 2012 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch — N.C. Department of Transportation — Raleigh, N.C., Dated January 2012 are applicable to this pro ject and by reference hereby are considered a part of these plans : STD. N 0. TI TLE DIVISION 2 — EARTHWORK 200.02 METHOD OF CLEARING — METHOD III 225.02 GUIDE FOR GRADING SUBGRADE — SECONDARY AND LOCAL DIVISION 3 — PIPE CULVERTS 300.01 METHOD OF PIPE INSTALLATION DIVISION 8 — INCIDENTALS 806.01 CONCRETE RIGHT—OF—WAY MARKER 838.01 CONRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 15" THRU 48" — 90' SKEW 838.05 CONRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" — 90' SKEW 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES 840.25 ANCHORAGE FOR FRAMES — BRICK OR CONCRETE OR PRECAST 840.31 CONCRETE JUNCTION BOX 12" THRU 66" PIPE 840.56 DRAINAGE STRUCTURE STEPS 862.01 GUARDRAIL PLACEMENT 862.02 GUARDRAIL INSTALLATION 876.01 RIP RAP IN CHANNELS 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS 876.04 DRAINAGE DITCHES WITH CLASS "6" RIP RAP • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1240 19th STRE2T. LANE 6W HICKORY, NC 2ftG01 PR (82R) 32R-202d FIR�I LICENSE # G0459 11 tote: 11 �ot to Scale *S. U.E. = Subsurface Utility Engineering BDUNDI4RIES �411tD PR4PERTY.• State Line —"" ""- County Line --- ---- Township Line -- -- City Line - - Reservation Line � � Property Line Existing Iron Pin � Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence '�' Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Wl8 �EAB EPB Known Soil Contamination: Area or Site -�-- Potential Soil Contamination: Area or Site -�-- BUILDIII�GS �4ND i0�'.H.ER CI�L7'U.RE: Gas Pump Vent or l�/G Tank Cap O Sign � Well ° Small Mine '�' Foundation � Area Outline � Cemetery �� Building School � Church � Dam HYDROLaGY.• Stream or Body of Water Hydro, Poo) or Reservoir Jurisdictional Stream Buffer Zone 1 BufFer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump R�4ILR0�4DS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF T��1 Y.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite RNN Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement -1- CSX TRANSPQRTATION O MILEPOST 35 0 sw�rcH -�- -�- -�- --�- � � ��� �✓ Proposed Permanent Easement with Iron Pin and Cap Marker RO�DS AND REI�ITED FE�4TURES: Existing Edge of Pavement - i� 0 � ���/ //�\ �y =' �� /C\ - ,--�-�-- E E TDE PDE DUE PUE TUE AUE 0 Existing Curb — Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�'GET�ITI011t• Single Tree Single Shrub i� * Hedge Woods Li ne � � � � � � � � � Orchard Vineyard EXISTI11lG STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U�G Power Line Designated la/G Power Line �S.U.E.*j TELEPHONE: i:S 7;J L:S � � Vineyard �— CONC � CONC WW � � CONC HW }-----------< � CB l�J 5 • • O �/ n P ----P---- Existing Telephone Pole � Praposed Telephone Pole � Telephone Manhole � Telephone Booth 0 Telephone Pedestal 0 Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/�GG Telephone Cable T Designated U/G Telephone Cable (S.U.E.*j - - - - -T- - - - Recorded U/G Telephone Canduit T� Designated U/G Telephone Conduit (S.U.E.*�-- - - - -T�- - - - Recorded U/G Fiber Optics Cable T F° Designated U/G Fiber Optics Cable (S.U.E.� - - - -T FO- - - - ' � � � S O C I A T E S �PLANNING•FINANCE (,VC1A601 PH.(A38131A-2014 FIRMLICENSEHG0459 WATER: Water Manhole O Water Meter � Water Valve � Water Hydrant � Recorded U/G Water Line W Designated U/G \Nater Line (S.U.E.*r--- - - - -W- - - - Above Ground Water Line A/G Water TV: TV Satellite Dish C� TV Pedestal ❑� TV Tower � l�G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G YV Cable (S.U.E.*) - - - -T�- - - - Recorded l.uG Fiber Optic Cable TV FO Designated U/G Fiber Optic Cable (S.U.E.*}- ----T� F°- -- GAS: Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*j Above Ground Gc�s Line ----�---- A/G Gas SANITARY SEWER: Sanitary Sewer Manhole � Sanitary Sewer Cleanout � U/G Sanitary Sewer Line SS Above Ground Sanitary Sewer A/G Sanitary Sewer Recorded SS Forced Main Line FSS Designated SS Forced Main Line (S.U.E.*) - - - - -FSS- - - - MISCELLANEOUS: Utility Pole Utility Pole with �ase Utility Lacated Object Utility Traffic Signal Box Utility Unknown la/G Line U/G Tank; WaterY Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information • 0 0 �s —2uT�— � UST 0 � m AATU R E.O.I. SUR VEY C�NTROL SHEET LOCATION : BEN WILSON ROAD (SR 1140) NEAR CITY OF MEBANE, NC R.O.W. MARKER - CONCRETE AI I(�N �TATInN nFF�FT N(�RTH FA�T 1 G`TA �c ��� zc . BL 1 2 3 4 DESCRIPTION NAIL SET NAIL SET NAIL SET NAIL SET NORTH 846256.50 846379.49 846932.98 845966.14 H ORI ZON TAL CON TROL DATA EAST 1923143.59 1923609.33 1925685.92 1923783.78 ELEVATION 616.91 628.20 677.38 637.97 STATION OFFSET OUTSIDE PROJECT LIMITS -L- 12+65.71 65.66' RT. -L- 34+26.74 22.84' LT. OUTSIDE PROJECT LIMITS $ � — • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1140 19ih STREET, LAVE NW HICKORY. VC2Afi01 PH. (825) 32A-2024 FIRM LICENSE N G045y �R°�N� OR���NP� � / , ,,, � ,--'�� GR°�No , OR�G\N P� � / , , , ,--'�� , , GR°�No , OR���N P� � / , , , , , , ,- PROP. "W" BEAM GUARDRAIL � D1 VARIES I o.oa I o.02 � --- 3:� � ��v� _--- / � ,� � � ;� ---- ,�\�\�\�\�\ , , , - - - � � //�/�/�/ /�/ / / _-- - / �/ �/, �/��/��/,��/��� � ,��\ ��\,, \,,� / PROP. "W" BEAM GUARDRAIL (TYP. EA. SIDE) 80' RIGHT OF WAY � � ROADWAY � VARIES �RADE POINT //�//�; �//� � /� /\��/\�/,. � SEE INSETI A C1 � o. 02 0. os I , --► -- \ ��� � , �� � �: � ���� �� � // // / , � / / �� \�\�\�\ ��� i � \� \� \� \� / // // // // // ///�//,,/, ���\��\��\��\�\ /� � U UPPERMOST 2' OF SUBGRADE � T O B E C O M P A C T E D T O 1 0 0� I OF STANDARD PROCTOR TYPICAL SECTION NO. 1 � D1 USE TYPICAL SECTION N0. 1 -L- STA. 10+00.00 TO 14+70.68 12' I 0.08 I 0.02 � 3�� � ~ `� _- - /' ��� �,_, � � � � � � ��� ,,_- ,���\�\�\� , - - � � /�/�/�/ /�/ / / _---�� �/ �/ �/��/ �/��/��/�� � .��� ���, � �.��� � 80' RIGHT OF WAY � � ROADWAY � 12' �RADE POINT , j/��/�� ��/� � �\/�\/�\�� � SEE INSETI A C1 � 0. 02 0. 08 I , 1 � '� 3,, , , j �/ �� �� �� � � N / / \/�/\/\/ , i �\�\�\�\� / // // // // // //,�//,,/, ���\��\��\�\�� /� � U UPPERMOST 2' OF SUBGRADE � TO BE COMPACTED TO 100% I OF STANDARD PROCTOR TYPICAL SECTION NO. 2 � D1 USE TYPICAL SECTION N0. 2 -L- STA. 14+70.68 TO 15+65.00 I 0.08 I 3�� 1 -~L\\ - -� /7 / �� � _ - -' , -� // // // � �� ---� ,� \�������� , , , - - - � � //�/�/�/�/�/ / / _-- , / �/ �/, �/��/��/��/�� .��\��\,�\,,� � 12' 0.02 � UPPERMOST 2' OF SUBGRADE TO BE COMPACTED TO 100� OF STANDARD PROCTOR 80' RIGHT OF WAY � � ROADWAY � 12' �RADE POINT , j/��/�� ��/� � �\ �\,�\�� � C1� � � SEE I N SET I A � 0.02 0.08 I , � �. __ 3,, , � �j �j / � � � N � � ������� , i �\�\�\�\� / // // // // // ///�//,,/, , ,/��/�/�� /��,/� /� E1 TYPICAL SECTION NO. 3 USE TYPICAL SECTION N0. 3 -L- STA. 15+65.00 TO 34+80.06 � \ %' � V� PAVEMENT SCHEDULE C1 PROP. 3" ASPHALT CONCRETE SURFACE COURSE (2 LIFTS � 1.5" EA.), TYPE. S9.56 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. PER LIFT. D1 PROP. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, ( 1 LIFT) TYPE 119.OB, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2 1/2" IN DEPTH OR GREATER THAN 4" E1 PROP. 8" AGGREGATE BASE COURSE, TYPE ABC COMPACTED TO 100� STANDARD PROCTOR. NOTE : PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. INSET A • C A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1140 19ih STREET, LAVE NW HICKORY. VC2Afi01 PH. (825) 32A-2024 FIRM LICENSE N G045y GRo�No , OR�G�N P�' � / , � , , , , GRo�No , OR�G\N P�' � / , , � , _-�'�� o�No , GR � � OR�G�NP��/// , , � , , �� PROP. "W" BEAM GUARDRAIL � D1 VARIES 0.02 1 I \ �I PR��S �\ �\ �\ � i ; / / ��_ // -;� ,;. /�� ����� - � -� �� \� \� \� \� , � �j // // // // // // // �\\/�\/\/\/\/\/\/\/\ � ��\/�\/�\ /�\ /�\ /�\ /�\ /� UPPERMOST 2' OF SUBGRADE T O B E C O M P A C T E D T O 1 0 0� OF STANDARD PROCTOR 80' RIGHT OF WAY � ROADWAY � VARIES 6' , 4' �RADE o�No POINT �� L GR --� %/��/�� ��/ �/�/ /�/ �i\�i\�i\�/\ SEE I SET A \N P� R�G � 0 � �' \� ,-�� 0.02 0.08 , � -' � ��\�\ -� -� / � � � � //\// _ _ - _ � / \ \\ \ _ _ , r - ��-��� N /\/\/\ / / �/�!� � �/ �/ �/�� � \�\�\� � \�\�\�� / / / /�/�/�/ /�/�/� // // // // // // // / //�/ \ \� �\�,�\���\�,�\�,���,��\ .,�\ \ r, E1 TYPICAL SECTION NO. 4 USE TYPICAL SECTION N0. 4 -Y- STA. 10+00.00 TO 11 +47.91 TYPICAL SECTION NO. 5 USE TYPICAL SECTION N0. 5 -Y- STA. 11 +47.91 TO 12+00.00 TYPICAL SECTION NO. 6 USE TYPICAL SECTION N0. 6 -Y- STA. 12+00.00 TO 13+00.00 PAVEMENT SCHEDULE C1 PROP. 3" ASPHALT CONCRETE SURFACE COURSE (2 LIFTS � 1.5" EA.), TYPE. S9.56 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. PER LIFT. D1 PROP. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, ( 1 LIFT) TYPE 119.OB, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2 1/2" IN DEPTH OR GREATER THAN 4" E1 PROP. 8" AGGREGATE BASE COURSE, TYPE ABC COMPACTED TO 100� STANDARD PROCTOR. NOTE : PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. INSET A • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1140 19ih STREET, LAVE NW HICKORY. VC2Afi01 PH. (825) 32A-2024 FIRM LICENSE N G045y S TATE 0 F NO RTH C ARO LINA DIVISION OF HIGHWAYS SUMMAR Y OF UANTITIES ITEM NUMBER ITEM DESCRIPTION UNIT SECTION QUANTITY • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1140 19ih STREET, LAVE NW HICKORY. VC2Afi01 PH. (825) 32A-2024 FIRM LICENSE N G045y PROJECT REFERENCE N0. SHEET N0. COMPUTED BY : DATE : - 3-A CHECKED BY : DATE : S TATE 0 F NO RTH C ARO LINA DIVISION OF HIGHWAYS . SUMMAR Y OF UANTITIES NOTE . INVERT ELEVATIONS INDICATED ARE FOR BID PURPOSED ONLY AND SHALL NOT BE USED FOR PROJECT CONSTRUCTION STAKEOUT. SEE "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, SECTION 300-5". L lS T OF PIPES, END WAL L S, ETC. (FOR PIPES 48 /NCHES AND UNDER) � � N � � a � m � � � ABBREVATIONS a w F ap I� � 0 FZ� ��U Z� N N N d�' �F O � p Op N 0 o ENDWALLS � o � �: � , � � � � N � '� � cc r ao o ao N ao o C.B. CATCH BASIN DRAINAGE PIPE R.C. PIPE R.C. PIPE v v �,�� �� FRAME. �� N N N N � �' N.D.I. NARROW DROP INLET STAl10N Z o o � (RCP, CSP, CAAP� HDPE, or PVC C.S. PIPE CLASS III CLASS IV a a ��' � F+ GRATES o 0 0 � � 'i-`� � � 00 a �� AND HOOD oo ao ao N N � o ) � � '�° � � � � N ¢ D.I. DROP INLET .. z o F F v � � STD. 838.01 � i- < c� � p oo � c.i � > w w � o 0 838.11, or � � G.D.I. GRATED DROP INLET z z �' o STANDARD � '� a� L � � rn � � cn N c� N `o � � W W � � SU N$ESS � °p od'o � °r r' � � c� � M � .o J � J.B. JUNCTION BOX � o 0 o G.D.I. N.S. NARROW SLOT U U 840.03 d '�-' a o '�-`' N � W �' � a � � � (NOTED o UN. FT. � o o � � � M.H. MANHOLE � a � � o � � � N � d� .t � � � � ° a � T.B.D.I. TRAFFIC BEARING � N o � � N N � � OTHERWISE) �ri A B v� � � O0 °0 O0 � � � � ao � M p a m � DROP INLET z z a � a � � � c� � z a T.B.J.B. TRAFFIC BEARING � M R N R p f� R p a a a W p f� R R p p p N R N M p p A p p p p N R N p f� N J > > � 0 O � W W Q O J SIZE v 12 15 18 24 30 36 42 48 � N Q o 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 � � � CU. YARDS � � o � � N N N � � a a � � a�o � � � � JUNCTION BOX Z � � c� x W n�''. � Q Q � o o � c a m o � � o m N p w W W W d a a � � p o ap et Z o o a : a � � � � �' � � � J T.B.G.G.I. TRAFFIC BEARING N N a � w w �,� � w � � m a � GRATED DROP INLET Q� >> j� � � o o = = a °� TYPE OF J Q oo w w w w a a N N � Q cn W v � p �r �r .r � rn rn rn rn o � . w � � � � o o r r ci W W c� � a GRATE z °° z z - a v c� W THICKNESS o � E- o 0 0 0 0 0 0 0 0 0 � � d � � � � a � a v�i = � � � � �' �' � � � � OR GUAGE � z z Z Z • . . � . x v� v� a a W a v cn � _ _ _ _ _ _ _ N - c� a ci ci � � O O * * * in OO U (N W O � m � Q _ _ 0 � 0 0 0 0 � m 0 m fN 0 0 a 0 0 * * * r- •- � ci a '� � � E F G � c> o o c� c� c� c� c� c� c� � c� � c� c� c� n. REMARKS � 14+34.0 -L- RT 1 4.5 14+34.0 -L- LT 2 4.5 14+32.0 -L- 1 2 618.69 617.89 1.00% 80 14+36.0 -L- 1 2 618.69 617.89 1.00% 80 15+66.6 -L- RT 3 1.7 15+55.9 -L- LT 4 15+61.2 -L- 3 4 629.00 628.43 1.00� 57 22+19.9 -L- RT 5 1.7 22+16.3 -L- LT 6 649.00 2.6 � 22+18.1 -L- 5 6 649.00 644.84 8.00� 52 22+13.1 -L- LT 7 22+18.7 -L- 6 7 640.84 636.50 8.68� 50 CONNECT TO EXIST. STRUCTURE 26+10.0 -L- RT 8 1.2 26+10.2 -L- LT 9 1.0 26+10.1 -L- 8 9 652.00 651.40 1.00% 60 29+30.5 -L- RT 10 2.3 29+25.8 -L- LT 11 29+28.2 -L- 10 11 657.50 656.80 1.00� 70 11+77.3 -Y- RT 12 1.2 11+60.7 -Y- LT 13 11+69.2 -Y- 12 13 627.00 626.47 1.00% 60 50 REMOVE AND REPLACE EXIST. 18" RCP • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1140 19ih STREET, LAVE NW HICKORY. VC2Afi01 PH. (825) 32A-2024 FIRM LICENSE N G045y SUMMARY OF EARTHWORK u.«�iac�-1���� STATION STATION UNCL. EMPANK. BORROW WASTE EXCAV. + 9� -L- 10+00 35+42.35 8,648 7,567 1,081 -Y- 10+12 13+00 892 168 724 SUBTOTAL : 9 540 7 735 1 805 TOTALS : 9 540 7 735 1 805 PROJECT TOTALS : 9 540 7 735 1 805 GRAND TOTALS : 9 540 7 735 1 805 SAY : 9 550 7 750 1 800 UNDERCUT EXCAVATION SAY 325 C.Y. "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G= GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 S TATE 0 F NO RTH C ARO LINA DIVISION OF HIGHWAYS SUMMAR Y OF UANTITIES NOTE : APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW EXCAVATION, FINE GRADING, CLEARING AND GRUBBING, AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE LUMP SUM PRICE FOR "GRADING" GUARDRAIL SUMMARY SUMMARY OF EXISTING ASPHAL T PA VEMENT REMO VAL LINE STATION STATION LOC. SQ. YDS. -L- 10+00.00 RT. -Y- 13+00.00 RT. 1,149 LENGTH WARRANT POINT °�N" DIST. TOTAL FLAIR LENGTH W ANCHORS REMOVE IMP. ATTEN. LINE BEG. STA. END STA. LOC. STRAIGHT SHOP DOUBLE APPR. TRAIL. FROM SHLDR, APPR. TRAIL. APPR. TRAIL. XI XI GRAU M-350 TYPE CAT-1 VI TYpE 350 EXISTING REMARKS END CURVED FACED END END E.O.L. WIDTH END END END END MOD. 350 III MOD. EA G NG GRDRAIL -L- 10+00.0 15+65.0 LT 563 10+00.0 15+65.0 5 8 1 249 -L- 13+45.1 15+65.0 RT 223 13+45.1 15+65.0 5 8 1 -Y- 10+49.4 11+41.2 LT 96 10+49.4 11+41.2 5 8 1 882 1 PROJECT TOTALS : 882 ANCHOR DEDUCTIONS ANCHOR DEDUCTIONS : 150 GRAU-350 3 C�? 50 150 TOTAL 732 TOTAL 150 • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1140 19ih STREET, LAVE NW HICKORY. VC2Afi01 PH. (825) 32A-2024 FIRM LICENSE N G045y A PORTION OF EXIST.- RIP RAP DITCH TO BE RE-WORKED IN ORDER TO LOWER INVERT AND INSTALL PIPES. F `�� �� X W�R�/X �x � I %l0� P �S� �vic��- oin oen -PROP. PIPE UNDERDRAIN 2' WIDE, 3' HIGH, w/ 6" PIPE (GEOTECH. ENGINEER TO EVALUATE PRIOR TO CONSTRUCTION) PROP. CHANNEL w/ CLASS 1 RIP RAP H OLE FOUNC p0 � ' 1� � / / ,,,, Rw ///,,,, / � � /// Rw // / ,� / --,, - BUFFER IMPACT LEGEND � PERM. BUFFER IMPACT ZON E 1= 687 SQ. FT. TEMP. BUFFER IMPACT � ZONE 1= 1233 SQ. FT. PERM. BUFFER IMPACT 0 ZONE 2= 594 SQ. FT. TEMP. BUFFER IMPACT � ZONE 2= 394 SQ. FT. � / � � / � � , � , / �1 � .� � � NOTE: ALL TEMPORARY IMPACT � � AREAS SHALL BE RESTORED BACK TO ORIGINAL GRADES AND STREAM BANKS/BUFFER AREAS STABILIZED WITH BIO-MATTING AND NATIVE PLANTINGS. NO RIP-RAP TO BE USED FOR STABILIZATION BELOW SEASONAL HIGH WATER LINE. 20 0 10 20 GRAPHIC SCALE : � 4 1� EXISTING GROUND � �'�%�//:, j ���/j� � LINE WITH DOUBLE 4:1 SIDESLOPES �i,A�� j���� NET STRAW UNLESS NOTED EROSION CONTROL OTHERWISE DITCH LINER TOP OF CUT SLOPE DITCH DETAIL NOT TO SCALE 40 60 1 INCH = 20 FEET I I PROPOSED SILT :� FENCE SEE PLAN �� FOR PLACEMENT PROPOSED TEMPORARY PUMP AROUND � X PROPOSED TEMPORARY 24" PIPE SEE TEMPORARY WEfLAND CROSSING DEfAIL ATTACH SILT SOCK, FILTER BAG OR OTHER APPROVED MEASURE FOR HOLDING SEDIMENT AND ALLOWING CLEAN WATER TO FILTER THROUGH. ENERGY DISSIPATOR PROPOSED SILT FENCE SEE PLAN X TOP OF BANK EXISTING STREAM I I SEE PLAN � FOR WORK AREA �---- � � LIMITS . I � � � P X � IMPERVIOUS DIKE� '� � � TO BE INSTALLED � �� - AT END OF STREAM\� x 1 X I PROPOSED SILT � X� ,� � 1�—FENCE SEE PLAN I � � -f- I � � � �� �� _ �; �' �; : �� I I �, I �� �' � � I I �, �� �� �� � � �, ; � � �, � � � �� I �� �, � � � �, , �� ;j : �� I u �, I � I � �; � � � � � � L X� X I x � � I I x I ' X � PROPOSED X � ROADWAY I �^�;' Kf`'� / , ,;;�ti� � � x � INSTALL ROCK P�AM USING RIP—RAP �s AND #57 ST(}�IE ON UPPER SIDE, ROCK � � DAM TO REMAIN UNTIL HEADWALL AND PERMANE�N'f PIPES ARE INSTALLED __ X /�/ � PROPOSED SILT SECTION A NTS FENCE SEE PLAN NC DOT #5 OR #57 WASHED STONE �� � yvy, y y,� y,y�' �, i — — �' � �y y� y�'y�,�'y, �'� � � I \ 11 � \ \ /\ � , -� � _� _ ^�� �� � II i� —�� o 0000 �vy, o o°O crj o f�= �� r� yvy, �vy, yy ° o � ,� �;�t�<: �vy yvyy, '� y,�'�y, � ,� � ����� I � � ,�i �y II � I % � y� I �y � � �yy y I � � y NC DOT #5 OR #57 WASHED STONE � DIA. PIPE OR 12" WHICHEVER IS GREATER • � A S S O C I A T E S ENGINEERING•PLANNING•FINANCE 1240 19�h STREET. LA6E NW HICKORY, �C 2Hfi01 PH. (828) 32RQ024 FIRM LICENSEM C-(W59 STREAM CHANNEL CLASS B EROSION STONE �� � TEMPORARY y � y y �' �' �' �'yy � � R OAD � � � �C� o °� � y, o 0 0 0 � y,yy y,�� ,� yyy yd�� y�� — 24" HDPE TEMPORARY PIPE — � - _� — _� _� 24" HDPE TEMPORARY PIPE CLASS B � EROSION STONE FILTER CLOTH TEMPORARY CREEK CROSSING DETAIL NOT TO SCALE TEMPORARY STREAM BYPASS NOTES 1. Install temporary stream bypass as shown on detail and including erosion control measures as shown on plans. 2. Construct impervious dike on upstream side of existing channel and install temporary bypass pump to divert water around construction area. 3. Construct rock dam on downstream side of existing channel to allow any sediment to settle out prior to any additional run—off leaving the construction area. 4. Discharge pump around water into a silt sock, filter bag or other approved device to allow sediment to settle allowing for clean water discharge. 5. Begin construction of cross—culvert. Contractor shall inspect system daily before beginning any construction. No construction shall continue if system is not fully operational. 6. Any wash material removed from bypass area shall be stored outside the flood zone and stabilized. (See seeding specification.) 7. Upon completion of culvert construction, remove bypass system within (2) two calendar days. 8. Stabilize all areas disturbed during construction. 9. Contractor shall receive prior approval from engineer if choosing to use another method in lieu of bypass channel. TE M PO RARY STREAM/WETLAN D BYPASS D ETAI L STATE OF NORTH CAROLINA PROJECT REFERENCE N0. SHEET N0. - x-, DIVISION OF HIGHWAYS NOTE : APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW EXCAVATION, FINE GRADING, CLEARING NOTE : EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT. CROSS-SEC TION SUMMAR Y AND GRUBBING, AND REMOVAL OF EXISTING PAVEMENT „ WILL BE PAID FOR AT THE LUMP SUM PRICE FOR GRADING STATI ON STATI ON EXCAVATI ON EM BAN KM EN T � � � � �. � � �. � ■ ■ ■ ■ ■ 630 630 625 I � � 625 �� ._ �__�,�z_ � = _._ 2 � � ,�-- — I I— I �— '; —� a. 8 � �' ' ' ' i i ' I 1 � � � i I � � � � � � � � � � � � � � � � � � � � � � � � � � �, I ,, I ,, —, —� � �--- �—, �I �I I I I ' I I I I I I I I I I I I I I I I I I I I I 62 .� � 620 620 _ _ _ _ _ _ - _ _ � � �- - -.- _ _ _ _ . - _ _ _ _ _ _-- ---- --- ---- - - - -- - - - - - � � � � � � i _ � � 615 615 _ _ - _ - - _ - _ _ - _ - _ - _ _ _ _ - _ _ - - - ---- _ _ - - - - -- - - - - -- - - --- - -- - -- ��n I ��n "'�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 �.r�� �:��•� ��.L� 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7�" '" I I I I I I I I I I I I I I I I I I I I I I I : : --, _ _ ,—_ : : , : -- _. _ ., : -- : : _ ,—_ : , : : -- ; I � _ ., I ,—_ : : I I � i I I I : ; : -- I i - — ---- ----- -I -- -- ----- —.- � ----� ----- ---- ---- ----- ,. , I I� _ l _ _ _ _ _ I_ b.02 I_. — 20- — I I � �- � � � � � � � � � � _ � _T . � i � -- , _ � — - _ — _ _: .. � _ � _� � �� �� � �� � � � �� � �' �' I I I' I' ' I' I I' I I ''-- !-� —1= � �- LI �� I I I � � I I I � � I I I � l -- � l l _ �L �-_ l l l l -- � l _I� l l _ l l _ �I l _� _ l l l l l � �i �� I l � -- � � ' �I-�-� � --1 _l �l_ � _l�l_ I _ �_ � � . _ __ i .- - , - �� _l '� - l- �-1 �- �'-�- �� �- '- -! -�� -� �- �- _ _ _ _ _ _ _ _ _ _ _ �_ _ _ _-�_ _. � __ ; I ; � I 62, .5$ I _ --- - -- — - — -- _ � � I I I I I � -- -- -- -- — -- -- -- , —, _— __ � � � — — . --- — - - — — �. � 1 _ � . � � �_ � _ � � � -- _ —_ -- _ _ — _ —_ _ : -- _ _� �_ � �— � — --- � _ � � -- _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I II II -- II II _ �L -- I I I I-- I I_I� I I_ I I_ I I I__ I I I I-- I I I- I I I�I I I I-- I I_ �L - � __l �L � � _l_I_ I_ � � �. _ � � � � � � � � � � � � � � �_ � � � : ___� _� _� � ___ � � _�_ ��� �����-�����-�����-����� ����� ����-������-����� �����- ___--�--- -��-' ��-_ �� -�� '"�'�75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 l�l�] ��z�� C�l•'� �:��•� ��.L 5 10 15 20 25 30 35 40 45 50 55 60 65 7p 7�" �"'" bL� --� _—_—_ —_— I_—_—_ —_—. _—_—_ —_—_ �.—_—_ —_— _ - _ _ _—I _—_—_ —_— — — I bL� _—_—_ —_— —_ —_— _—_— I —. —. —. —. —. —. — —. —. —. —. —.—. —. —. —._. 620 I I o.02 I- i ---'� =--'- - I oso I I ' I I I I ' I I I I ' ' I I I I ' 620 �— � � �— � � �— < <— � � � —�—_'��, � � � � � � � — — — , — -- -- -- -- �— �1 -- -- I I —{ 615 � ��� � � � � � 615 ---- 2 - . � . — — — — : —. — : — —. —. — — —. —. — : —.--- — — — — -- —. — — � I I'� -e-�-��I — — — — : — � � � � � � � � � � � � � � � 610 610 _ _ _ _ _ _ - _ _ _ _ -.- _ _ _ _ - _ _ _ _ _ _ _ _ - - -- --- -- -- � � � � � � -, � � I-� � I I I I� I I I I j j I j �n� �n� ""`�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 �.r�� �:�z•� 605� 5 10 15 20 25 30 35 40 45 50 55 60 65 7p 7�""" �� � �� � �� � �� � �� � �� � �� � � _� �� � �� �l_ I �L . � I I � �. _l_I_ I _l�� �_l I _��� �_ I I �.. _ I I I � I_ I I I I I I I _ I _ I I _I _ _. __ _ I_ _I _i- ! 1 _. . ___ � _ _ .- - - -- . - - - -- _ I_ _I II II_ _ II_ I_ II �- -- I! --- I_ I , __ _ - _ _,_ _ - -- - - - -- _ -- I I I : i I I I I I I I I .2c��_ -I I I I I I I I I I I I I I I I I I I I I I I I I I 1— 1 ; 1— 1 I I I I I I i I I I I I I I I I I I I I I I I I � � I I I I � � � I I I I I I I I I � I I I I I I I I I I I I I I � � I I -- I I _ �L -- I I I I -- _ _I� _ _ �._ _ �L -_ . . _ -- � _ � _l_I_ _ � � � . � �_� �. __ � � � J� - - I- - - - _ __ �J_ i I I I I � � � � � � � � � � � � � � � � I I ' I I � � � � I I I �- � � � � � � � � � � ;_I i � � ; _ _ _ __ _ _ _ _�_ _ _ I I I I I I I I I I I I I I I I I I I I I : I� i I� i I� i I� i i i I� i I� i I—I �� � � � � � � I I I I I _ _ i. I l I I I I_ I _ I I I . _ _ _ -__ ___ _ __ _ ___ _ ___ _ ___ _ __ ►_ � _ � -l_ �- � _�- _� � ► �� ����� ���� :����� ������ ���� ���� ���� �-��--�����----��-��� �-���� �� ����� ���� ���� �.r.�� �:�z•� ��N� C•�i[�� 605 � ■ ■ ■ ■ ■ 630 630 _. —.— —. — —. —.— — —.— —. —.—.— —. -- —, -- I — -- — — --I — � I_ � --- —, � —i� �i �---- LI -T ��— I 1 I 0.� 8 I I • � i -`- I I — I I I I — � � � i _; —,— – 625 � � � � � � i --- - � �-- i__ i , ,' -i 625 � I _ �' =� �� I I I I I I I I � � 6 20 ', � � � � � � � � � � � � � � � � � I � � '-� _ � � � I � � I � I � � � � � � � � � � � � � I I�� � I I� � � � � � � � � � � � � � � � � � � 620 _ _ _ � .� _ _ _ _ -- _ _ _ _ _ _ — ---- --13+ 0:0� _ _ _ ---- - _ - —� — — � —� —� — --� � —� . � I 615 615 _ _ - - - -- - -- ��n I - - I I ��n "'�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 �.r�.� �:�►z•� r�r.i 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7�" '" I I I I I I I I I I I I I I I I I I I I : : --.; � _ .,-_ .: : ; : _-, _. - . : -- .: : _ ,-_ : ; ---- ----- -- i _ ., -_ ., I I I _-- I � ----- --- ----- ----- -I --� ----- ----- , ,-.- � ----� ----- ---- . 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I � o.oaa, o -- � 655 _ ;. _ _ 1 -, — 1 — � I i — , _ , -1 i-,-,-,- i i i i — —1__ — — — � ; -; --- --- - _ _ _ �_ 650 � '�--- ���- �� � I � � � � � 650 — — — —s� :� �— 645 � 645 �_ _f �an � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � ��. � �� �. � . � �. �� � . � Fan �"'�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 ,.„„ 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7�'" ,.„� ��" I _I I _I I_I _ _I _I_I I I I I_ _I I I I I _I I_ -I ��" _ �__ _ I __ I_ _- _ I __ __ ; ; � � � � � � � � � � I � � _ i i - � � I I- � �- � � � . 655 I � .02 .d2 i � � I 655 _ l _ — , � � � _ i — . ,� , , — — 3 � � -r- i � � 650 + � I I I I I I I 650 — — — — — — �- — _ � � _6�— — 645 I 645 f � Fan !—I —1 —1 —I —I —1-1 —1 —!—I —1 �an �"'75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 '�' �ov I ��v - �_ _ i � � -� �-i � i �--, �-_, _ __ __ �- 655 . 655 , , . , -- ----- — — — —I—I —� �80 ---; --� .02 i _ -� � � 2' (— ;1 3;1 � � J-- —` �� � I -'- --� -�-�- -�- -' - � i _ - •' - 650 I I � 650 - I I �_ � � � � � � � � � � � � � � � _� �I _ I _I _ _I _I I I I - _I I I I I_ __I I_ I __ _ __ _ . �__ _- _ - _. 645 —� ' � ' ' ' � �— 645 � — � — — � 640�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 _ �0 _ 5 10 15 20 25 30 35 40 45 50 55 60 65 �p ��40 L � ■ ■ ■ ■ ■ 660 i � � I 660 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� — —. _ _ — — �—i - � � s .Q� , ,q2 0 — —r _ 655 �--�— --- i�— i i � -- —� ' j � � 655 � �I I �� I��� ���� ���� ���� ���� ���I ��31 � —..—, — -- ---- --- ---- ---- ---- --- —. 650 ��� Q �� � 650 � � — � 645 � I � i 645 �dn � �dn �"'75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 '`" �o� —�—� —�— —� —�— �—� � �—� —�— �� —�— �—� —�— —�—� —�— �--� —�—�— �—� —�— —� �_ c��� —� — — — � � � 660 � � 660 _ _ — —,-- — — _— — I _ . . . _ . . . -' -� - - � � , - -�- - ��1 - - i % i i - i i i �—� � � — _ _ �_ �_ I - ',o. o 2 ozo _ ___;-o o�o---i I 655 � �� � � � � � o-` ' ' � ' � 655 — � — --.�—�—� —!--�--� � � —� —� — -- �— .� 650 5 '� � 650 _ ; �_ ��� �_ f �a� i ii i —ii i � i i ii —i —�i —i i —ii ii —�i -i —i —i —i i ii —i —i —�i i —i i ii —� ii —i —�i —i iii �—ii ii —�i i —i —i —i i ii — — � �� . �i � �-� — �i . � . �i �i . �—�� — � . �i �a� �"'�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 �r+r 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7� "" r. r+ r °�`' I _I I _I I_I _ _I _I_I I I I I_ _I I I I I _I I _I I_I __ �_ I �°J -- _ I _- —_. , , � � � � � � i i � -- - — — — � _ 1_ 660 I 660 — —� — — �— — — — — — -- _ e —.—i —, �— ,Q2 —. — S� i .— —�— - p — — 655 ' gq ' ' ' i � � 655 I I I I I I I I I I � I I I I I , _ —� — — � 5 .6 650 y I 650 � + ;o� f — _ �d� !—I —1 —1 —I —I —1-1 —1 —!—I —1 —1 —I �d� �"'�75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 '�' �o� I ��� 6 6 0 � � � � � � � � .--r� 1— -�— --� —i � � � 6 6 0 �-- � i— — -- — — — - _. — �— .� —. —.� — � � � I— .Cf2 .Q2_ j � I 0 � 655 2'.� — —i_ , � � i — 655 _� _� �_ — I � 1 — 5.3 i i i i i i i i — --- — — — — —..—, — — —, — -- — — -- — -- — --- -- 650 � � � � � � � � � � � � � � � � � � 650 � � �- �_ i 645�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 _�0 _ 5 10 15 20 25 30 35 40 45 50 55 60 65 �p ��45 L � ■ ■ ■ ■ ■ 665 I I I 665 s — _ —. —1 .2 .2 — �— -��$ - � � -�' - � e-1 � I I I I I 660 , ; � �' � — � — �— �—�— �— I.—�— i.—, �— i.—�— � �� —i— i.—i_ _i— .—i— I �— �—� � �— —i �— 6 6 0 > > � 655 6 '9 I 655 —� - --- �— �8+ 010 I �1 —1—� 650 � � i 650 �d� — — — — � �d� �"'75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 '�" �o� —�—� —�— —� —�— �—� � �—� —�— �� —�— �—� —�— —�—� —�— �--� —�—�— �—� —�— —� � j � � c��� —.� � � 660 0.080 — — I 0080 I 1 � 660 � � , � _ -� _ - --� - - -.-i--1 - - - , I i i i - i i i I - I - � I �_ 655 I � I � � �� � I I � I � 655 � _ -�- �— — --.--- , _ - - s � o}o : 650 � 650 _ �_ —f — —— —— —— --—— —— —— —— —— — —— —— —_ _— — —— —— — — — — — — — — �a� i i i � i i i i i i i i i i i i i i i i i i i i i i i i i i i i � i i i i i i i� i i i i i i i i i i i ��� .�i �� �i .� .�i �i .��� � .�i �a� �"'�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 �r+r 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7� "" r. r+ r °�`' I I I I I I I I I I I I I I I I I I I I I I I I I I J- ' 'I I �°J — — — — _ -- _ _ — — — —_ — -- - — � � � � � I I i i —r — —, �— i � T 660 _ i— — _ l�. 02 - — — —. .D� , �- _ _ , 0 O�p — ; - -- -- - � - — ' I I I 655 � I �—' — ---- — — -- — — � 655 � �—��. -I�-1—�—� — —r —�--� � � �_ �� — 1- — — 650 I 650 � —� —� � — �d� !—I —1 —1 —I —I —1-1 —1 —!—I —1 —1 —I �d� �"'�75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 '�' �ov — —.� �—,�— �—,� �—,�—, �—,� �— �—, —� � � � I ��v � ,— l . � _ _ _I—I � _o� 1-1-1-1—_1-1—�—� .� a�—�_! —�—�-1_I_ �� �- _l—I_ — l�aa i 7 0�. � �� � � � i � I � _ . � — —1— — —._ 1 -- -I— — -- — — 655 I � I I ' � � � � I � 655 �_l_ _ _I _ _l_ I_ . ,� , - - - 5. - 650 _ � � 650 - - ,-�,- �_ _ I — I � � � � � � � � � � � _ __ _ . �__ __ 645 � I � � � � � � � � � � � � � � � � � � � I � � � 645 i_ i 640�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 _ �0 _ 5 10 15 20 25 30 35 40 45 50 55 60 65 �p ��40 L � ■ ■ ■ ■ ■ 675 675 I�-I I � I I I � I I I I I I I�-I I � I I I � 670 � � I �I _l 1_I I_I I I I_I I� I I_I I� � I I _ I� � I I_I 1_I I_I I I I_I I� I I _ � 670 — — I I — � � �' o .� ' � � � � ! � ' �l 665 665 6 .3 ��-I � � I I I � � , : � I I I ��-I � � I I I � 660 I I I I I I I I � I I � I I I I I I I I � I I I I I I I I I � I I � I I � 660 ��� ��� �"'"�75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 7p 75�"`" �iv � � � � oiv — — � � � � — � � � - S� � -p� � � � � � — � � � � � — � 665 � � � — 3 � 665 _ _ : _ _ _ — _ � — _ I � � � _ .� � — — — — , •� I I I 660 , � , I, , � , � � � , , � , I I , I I � I I. , , � � � , � � , �, � I I � 660 I _I _I_ I _� � ' � I _I I _ � _ _I I _I _I_ I _� I _I I _. 655 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 655 I I _ I I _ I I __ I I, I I I I I _ I I _ I I _ _ I ��n � � � � � � � � � � � � � � � � � � � � � . � � � � � � � � � � � � � � � � � � � � � � � � � � � � � . � � � � � ��n "`"�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 ��„ 0 5 10 15 20 25 30 35 40 45 50 55 60 65 7p 7�"" „ �,. °'" I [-1 I I I 1 f_ I [-1 I I I 1 I_ �'" - - - - - I - - - - - - I _ _ _ _ I _ _ _ _ 665 I I I I � I I I I I I I � 665 � � —� � � —. � � � � � �. a _� • ' � 0 � � � —� � � —. � � � � � _� � � �. — — , � � � ��-I I � I � I I I I � � I I I � 6 6 0 � � � �� —�� �-1 �—� —�— � � _� —1 —1 I � —� �-1 �—� I � �—� � � �— � 6 6 0 i I � � 6 � _ 655 � 655 I� I� I� � � I� I� � � � � I� I� I� I� � � I� I� � F�n F�n �"`"75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75�"`" ��� o�� �; ao — i � �- I �— _; I —— i—i o o — _!0_4 - - - - - - -�-�- -� i - ' -' i -- -- i - - - 3 - - - 660 , � , I I , I I � I I , , I I � �, I , , � � I � I I I � I I � I � � I � I I � I , I I �, , �--- , . , I I � , I I , �, � I I , 660 I_I�I _I I_ 3: I_I I_I — I_I�I _I I_ I_I I_I 6 .5 — — - � : _ — — — — — — — — —. 655 � _ � � � � � � � � � � � � � � � � � � � � � � � 655 � � I I ___. _ I I __ I I. I -_� _� _ I. I I I _ I I _ I I __ I I I I I I I I I I I I I I I I I I I I I 650 I , � I I I I � I I I I � I I �, � I I I I �, , � I I , � I I I I � I I I I � I I �, � I I I 650 � �— � �— 645�5 70 65 60 55 50 45 40 35 30 25 20 15 10 5 _�0 _ 5 10 15 20 25 30 35 40 45 50 55 60 65 �p ��45 L � ■ ■ ■ ■ ■ 680 680 675 � ���I � � I I I � � I I ��-I � � I I I � � 675 � � �I _i I_i i �I _�I i i i �I _�I ��_ �_i i i � � . � .� z�� � � I_� i �� �� � � � �0 � � � ' ' I � - 3 — — � — :� 670 670 � .& — ��-I � � I I I � � I�� ���I I I I ��-I � � I I I � 665 � I I I I I I I � I I � I I I I I I � I I I I I I I I I � I I � I I � 665 ��n �Fn �"�"75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 7p 75�"" �av � � � � o�v 675 — � � � � — � � � � � — � � � � — — � � � � — � � � � � 675 � _ � � _ � I : _ � � _ �. I. � � � _ � � _ � I : _ � � _ _ � � � � � � � � � — �— � —� �— —�--- �— �— — —� � — — � — —�— �--� .C�2 � .�2d I � �� � � � � � — � � � ,I , I I, II�I I , I �!I, ',�-' �- ,I ,�, , ,I '!, I' II�I I, , I I I, I I, I,II I, 670 � � � , � � � ; �� , , � � I—` I— I � I I I _ � 670 7 .1 665 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 665 I I _ I I _ I I __ I I. 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