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HomeMy WebLinkAbout20130295 Ver 1_Application_20130322war o�o� �9pG ft�.a It ? j3 Office Use Only: Corps action ID no. o t3EP'R u"UF,if1Y DWQ project no. T�rlO� i��`1�'`' SoT`��' 0� 2 9 5 Form Version 1.4 January 2009 2 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre- Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps. Q 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? Q Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes 0 No For the record only for Corps Permit: ❑ Yes 0 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. 0 Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information' 2a. Name of project: Norfolk Southern Parallel Siding 2b. County: Wayne and Lenoir 2c. Nearest municipality / town: LaGrange 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Railroad (NCRR) 3b. Deed Book and Page No. NCRR owns right -of -way approximately 1 00' to the north and south of the existing rail 3c. Responsible Party (for LLC if applicable): 3d. Street address: 2809 Highwoods Blvd., Suite 100 3e. City, state, zip: Raleigh, NC 27604 3f. Telephone no.: 919 - 954 -7601 3g. Fax no.: 919 - 954 -7099 3h. Email address: 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: Operates and maintains rail 4b. Name: Jack H. McLain, Asst. Chief Engineer - Design 4c. Business name (if applicable): Norfolk Southern Railway Company (NSR) 4d. Street address: 1200 Peachtree St, NE Building Box 7 -142 4e. City, state, zip: Atlanta, GA 30309 -3579 4f. Telephone no.: 404 - 529 -1331 4g. Fax no.: 4h. Email address: jack.mclain @nscorp.com 5. Agent/Consultant Information (if applicable) 5a. Name: Vickie Miller, AICP, PWS 5b. Business name (if applicable): HDR Engineering, Inc. of the Carolinas 5c. Street address: 3733 National Drive, Suite 207 5d. City, state, zip: Raleigh, NC 27612 5e. Telephone no.: 919- 785 -1118 5f. Fax no.: 919 - 785 -1187 5g. Email address: vickie.miller @hdrinc.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1 b. Site coordinates (in decimal degrees): Latitude: 77.825 Longitude: 35.33167 1c. Property size: 25 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Bear Creek 2b. Water Quality Classification of nearest receiving water: C, SW, NSW 2c. River basin: Neuse (HUC 03020202) 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 proposed project construction would occur to the south side of the existing railroad tracks Land use in the vicinity includes agriculture, forest, and low density residential 3b. List the total estimated acreage of all existing wetlands on the property: 3.42 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 3d. Explain the purpose of the proposed project: NCRR plans to improve its track capacity and rail operations by constructing a new siding from approximately MP EC -10.1 to EC -11.9 near LaGrange. 3e. Describe the overall project in detail, including the type of equipment to be used: The project includes construction of a new siding adjacent to the existing rail to improve capacity and operations. See 3e cont at the bottom of the page O 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency /Consultant Company: HDR Engineering Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. On January 23, 2013, Emily Greer (USACE) reviewed the wetland boundaries in the field It was determined at that time that the jurisdictional determination information would be provided with the permit package See enclosures. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 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. 3e continued: The existing track will remain and additional ballast will be placed to the south along with new tracks for the siding and Page 3 of 10 turnouts. Equipment to be used includes excavators, dump trucks, soil PCN Form — Version 1.4 January 2009 compactors, seed and mulch spreaders, and jacking and boring equipment for pipe installation under the tracks. C. Proposed Impacts In 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 P Fill Bottomland Hardwood Forest Yes Corps 019 W2 P Fill Headwater Wetland No Corps 0 002 W3 P Fill Bottomland Hardwood Forest Yes Corps 0.01 W4 P Fill Bottomland Hardwood Forest Yes Corps 037 W5 Avoided Bottomland Hardwood Forest Yes Corps 0 W6 - Choose one Choose one Yes /No 2g. Total Wetland Impacts: 0.57 2h. Comments: Based on field review, each of the above wetlands were considered separate and distant crossings Mitigation was required for W1 and W4 at a 2:1 ratio. 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (I NT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 Choose one S2 Choose one S3 Choose one S4 Choose one S5 Choose one S6 Choose one 3h. Total stream and tributary impacts 3i. Comments: 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 individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose 02 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (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 any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other. 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet 131 Yes /No B2 Yes /No B3 Yes /No 64 Yes /No 135 Yes /No 136 Yes /No 6h. Total Buffer Impacts: 6i. Comments: Project design avoids Bear Creek and its associated riparian buffers. Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed siding was placed adjacent to the existing rail to avoid additional impacts The siding was also designed to avoid impacts to Bear Creek and its associated riparian buffers as well as a wetland (W5) that occurs near Bear Creek. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Sediment and erosion control devices have been designed and will be utilized in order to reduce construction impacts to jurisdictional resources. The Sediment and Erosion Control Plan is being submitted to the Washington Office for review in March 2013. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Q Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑X Corps 2c. If yes, which mitigation option will be used for this project? ❑X Mitigation bank ❑Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. ' Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Neu -Con Wetland and Stream Mitigation Bank 3b. Credits Purchased (attach receipt and letter) Type: Non - riparian wetland Type: Choose one Type: Choose one Quantity: 1.25 Quantity: Quantity: Mitigation letter from the Bank will a provided as soon as it is receive 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested- linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 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 El Yes QX 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). Buffers were avoided during design of the protect. 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. The design of the protect has avoided Bear Creek and its associated riparian buffers. The only jurisdictional impacts occur in wetlands ❑ Yes Q No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project is adjacent to the existing rail line The existing ditches along the rail will be maintained along the north side of the rail and along the south side where the siding will be placed, the ditches will be relocated adjacent to the new siding. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ Phase II 3b. Which of the following locally - implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state - implemented stormwater management programs apply ❑ORW (check all that apply): E] 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) 1a. Does the project involve an expenditure of public (federal /state /local) funds or the Yes ❑X No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after - the -fact permit application? ❑ Yes ❑X 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 ❑X No additional development, which could impact nearby downstream water quality? —1 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. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from N/A the proposed project, or available capacity of the subject facility. 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 E] Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act X ❑ No ❑ Yes impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NCNHP Database and on -site field review by HDR staff. No response from USFWS has been received at this time. 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? N/A 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? SHPO database and project review by SHPO Letter attached. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: Coordination is currently ongoing with the County Floodplam Administrator. We anticipate approval by mid -March 8c. What source(s) did you use to make the floodplain determination? DFIRM Panel 3557 (available from NC Floodplain Mapping Information System) Vickie Miller 3/8/2013 Applicant/Agent's Printed Name Date Applicant/ gent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided Page 10 of 10 i­ f 3 ME "T OF United States Department of the Interior Pt ti� wP �y y FISH AND WILDLIFE SERVICE Raleigh Field Office o Post Office Box 33726 �ARCN 3 A Raleigh, North Carolina 27636 -3726 March 8, 2013 Vickie Miller HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, NC 27612 Re: Proposed Norfolk Southern Parallel Siding - Wayne R Lenoir Couni.ies, NC Dear Ms. Miller: This letter is to inform you that a list of all federally - protected endangered and threatened species with known occurrences in North Carolina is now available on the U.S. Fish and Wildlife Service's (Service) web page at http: / /www.fws.gov /raleigh. Therefore, if you have projects that occur within the Raleigh Field Office's area of responsibility (see attached county list), you no longer need to contact the Raleigh Field Office fora list of federally- protected species., Our web page contains a complete and frequently updated list of all endangered and threatened species protected by the provisions of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), and a list of federal species of concern' that are known to occur in each county in North Carolina. Section 7 of the Act requires that all federal agencies (or their designated non - federal representative), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally - listed endangered or threatened species. A biological assessment or evaluation may be prepared io - alfill 'chat require;tnent and in 1cte:rnining -,7�hzellier additior.al consultation : 1, the Service is necessary. In addition to the federally - protected species list, information on the • species' life histories and habitats and information on completing a biological assessment or evaluation and can be found on our web page at http- Hwww.fws.gov /raleigh. Please check the web site often for updated information or changes. ' 'The term "federal species of concern" refers to those species which the Service believes might be in need of concentrated conservation actions. Federal species of concern receive no legal protection and their designation does not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to federal species of concern. r If your project contains suitable habitat for any of the federally - listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species' presence or absence within the project area. The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys. ~� If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely to adversely affect) a federally - protected species, you should notify this office with your determination, the results of your surveys survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared). However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel conducting the assessment, habitat conditions, site photographs, and any other related articles. With regard to the above - referenced project, we offer the following remarks. Our comments are submitted pursuant to, and in accordance with, provisions of the Endangered Species Act. Based on the information provided and other information available, it appears that the proposed action is not likely to adversely affect any federally - listed endangered or threatened species, their formally designated critical habitat, or species currently proposed for listing under the Act at these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for your project. Please remember that obligations under section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered; (2) this action is subsequently modified in a manner that was not considered in this review; or, (3) a new species is listed or critical habitat detennined that may be affected by the identified action. However, the Service is concerned about the potential impacts the proposed action might have on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we recommend that all practicable measures be taken to avoid adverse impacts to aquatic species, including implementing directional boring methods and stringent sediment and- erosion control measures. An erosion and sedimentation control plan should be submitted to and approved by the North Carolina Division of Land Resources, Land Quality Section prior to construction. Erosion and sedimentation controls should be installed and maintained between the construction site and any nearby down - gradient surface waters. In addition, we recommend maintaining natural, vegetated buffers on all streams and creeks adjacent to the project site. The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a copy can be found on our website at (http: / /www.fws.gov /raleigh) to address and mitigate secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality. We recommend that you consider this document in the development of your projects and in completing an initiation package for consultation (if necessary). 2 We hope you find our web page useful and informative.and that following the process described above will reduce the time required, and eliminate the need, for general correspondence for species' lists. If you have any questions or comments, please contact John Ellis of this office at (919) 856 -4520 ext. 26. Sincerely, 0 Pete Benjamin Field Supervisor List of Counties in the Service's Raleigh Field Office Area of Responsibility Alaman6& Pqrqqimans Bddiffoft Person' —ber,de— 'Blad6n I didd Ril 0 .1 - . - . Brunswick Brunswibk kichmond Cai-be-, r- T, Swell Chatham: ChowAri Columbus Craven Cumberland, Ofr'r-iiack Dare: Duplin -D urh a M Edgecombe Fran - kl - in' Gates. Granville Greene Guilford. Halifax Harnett Hertford' Hokd, Hyde' Johnston Jones L ' ee� Urfdir Martin, -- - Montgomery Moore Nash New; Hanover Northampton: Qnsllow Orange Pamlico Pasquotanlc Pender 2 Sampson Sc6dand. Tyrrell, Vance Wake Warren Wa hifi ton Wayne Wilson North Carolina Department of Cultural Resources State Historic Preservation Office Ramona M Bartos, Admuustrator Pat McCrory, Governor Susan W Muttz, Secretary Kevin Cherry, Deputy Secretary January 28, 2013 Vickie Miller HDR Engineering, Inc. of the Carolinas 3373 National Drive Suite 207 Raleigh, NC 27612 -4845 Office of Archives and I -hstory Division of Historical Resources David Brook, Director Re: Norfolk Southern Parallel Siding, LaGrange, Wayne and Lenoir Counties, ER 13 -0100 Dear Ms. Miller: Thank you for your letter of January 9, 2013, concerning the above project. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation 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 concerning the above comment, please contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579. In all future communication concerning this project, please cite the above - referenced tracking number. Sincerely, ,(4/Ramona M. Bartos Location: 109 Last Jones Street, Raleigh NC 27601 Mailing Address 4617 Mail Service Center, Raleigh NC 27699 -4617 Telephone /Fax (919) 807- 6570/807 -6599 AGENT AUTHORIZATION FORM 1, .lack McLain, representing Norfolk Southern Railway Company, hereby certify that I have authorized Vickie Miller representing HDR Engineering, Inc., to act on my behalf and take all actions necessary to the processing, issuance, and acceptance of the pen-nits in association with the proposed rail siding near LaGrange located in Wayne and Lenoir Counties, NC. We hereby certify that the information submitted in this application is true and accurate to the best of our knowledge. Jack McLain Applicant's name A plicant'ssignature 3 11111-3 Date Norfolk Southern Railway Company 1200 Peachtree St, NE Building Box 7 -142 Atlanta, GA 30309 -3579 Applicant's address 404 - 529 -1331 Applicant :s phone number Vickie Miller Agent's natne �doJAI ccr Agent's signature 03/08/2013 Date HDR Engineering, Inc. 3373 National Drive Suite 207 Raleigh, NC: 27612 -4845 Agent 's address 919- 785 -1118 Agent :s phone number Neu -Con Wetland and Stream Umbrella Mitigation Bank Statement of Availability March 14, 2013 NC Division of Water Quality U.S. Army Corps of Engineers Ms. Katie Merritt /Mr. Eric Kulz Mr. Monti Matthews 512 N. Salisbury St., Raleigh, CESAW -RG -R 9th floor Raleigh Regulatory Field Office NC 27604, Archdale Building 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re Project: Norfolk Southern Parallel Siding. This document confirms that (Applicant) for the Norfolk Southern Parallel Siding project has expressed an interest to utilize 1.25 Non Riparian Mitigation Credits from EBX sponsored Neu - Con Stream Umbrella Mitigation Bank in Neuse HUC 03020202, Tull Wooten site. As the Bank sites official Sponsor, EBX, attests to the fact that mitigation is available for consumption at this time. Banker will notify applicant if the 1.25 credits become considered "At Risk" of not being available prior to permit issuance. Credits are not considered secured until payment in full is received from the applicant'resulting in the issuance of an Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits /units. The Banker will issue the Affidavit of Sale within ten (10) days of receipt of the balance of the Purchase Price. Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 239 - 872 -1678 Best Regards i A44 k Matthew R. Fisher EBX -EM, LLC 909 Capability Drive Suite 3100. Raleigh, NC 27606 N W E S 0 4 8 uan.o wi Miles Saulston 3 Shine Goldsboro {7 Aar Mac r Elr y runyc Brogden f;l i Approximate Study Area s. 'IM, 1,000 2,000 Feet \ \ \ \ \ \ 4 i a i,nJ°c p � Y � 6IdY V Study Area Ell Figure 1 ONE COMPANY IMany Solutions - Norfolk Southern I LaGrange Siding I Wetland Determination c N E J( I i > �. � � Cb '' at '=' `• 0 1,00 000 �'` �� • • ,• Cem .. .ck•an r • Approximate Study Area a � • Faq USGS Topo Quad Figure 2 ONE COMPANY IMany Solutions - Norfolk Southern I LaGrange Siding I Wetland Determination V Cb '' at '=' `• 0 1,00 000 �'` t • • (1 mot' .f Faq USGS Topo Quad Figure 2 ONE COMPANY IMany Solutions - Norfolk Southern I LaGrange Siding I Wetland Determination � NWI and NRCS Soils L 1 M. Figure 3 ONE COMPANY I Many Solutions- Norfolk Southern I LaGrange Siding I Wetland Determination March 19, 2013 Emily Greer U.S. Army Corps of Engineers Washington Regulatory Field Office 9 5 2407 West Fifth Street 'j 3 Q 2 Washington, NC 27889 N.C. Division of Water Quality Transportation Permitting Unit 1650 Mail. Service Center Raleigh, NC 27699 -1650 �� y M1o0 2013 ��9 > ✓,y,�7j` ��%9r'F „fit, -. �kloy �ArfikaR,ycy RE: Nationwide No. 14 and General Certification No. 3886 Pre - Construction Notification and Jurisdictional Determination Request Norfolk Southern Parallel Siding LaGrange, Wayne and Lenoir Counties, North Carolina Dear Ms. Greer: HEIR Engineering,'Inc. of the Carolinas (HEIR), on behalf of Norfolk Southern Railway Company (NSR) and North Carolina Railroad Company (NCRR), hereby submits a request for a Nationwide No. 14 and Jurisdictional Determination; as well as a General 401 Certification No. 3886 from the N.C. Division of Water Quality. - The below letter- the environmental assessment and proposed engineering activities associated with the parallel siding project near LaGrange, North Carolina (Figures 1 and 2). PROPOSED ACTIVITY NCRR plans to improve its track capacity and rail -operations by constructing a new siding from..about Milepost (MP) EC -10.1 to EC -11.9 on the Piedmont Division near LaGrange. The siding will include No. 10 manually operated turnouts at each end of the new siding. The project will include track construction along with associated site grading and drainage work. LOCATION The proposed project lies within Wayne and Lenoir Counties. The study area limit is approximately 100 feet to the south of the existing track, from 400 feet west of Old Jason Road in Wayne County to Bear Creek in Lenoir County. The area is classified as rural and landuse includes low density residential, agriculture, and forest. OWNERSHIP NCRR owns the tracks and right -of -way along the proposed siding limits. This section of line is operated, maintained, and dispatched by NSR. HDR Engineering, Inc. of the Carolinas 3733 National Drive Suite 207 Raleigh, NC 27612 -4845 Phone (919) 785 -1118 Fax (919) 785 -1187 www hdrinc corn March 19, 2013 Page 2 ASSESSMENT OF JURISDICTIONAL WATERS A wetland delineation was per on September 12'h and 13"', 2012• according to the methodology described in the U.S. ,Army Corps of Engineers (USACE) 1987 Wetland Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement. These boundaries were field verified by you on January 23, 2013. The NRCS Soil Surveys for Wayne and Lenoir Counties depicts the area as having three soil associations ( Wagram- Kenansville, Pocolla - Wagram- Lakeland, and Johnson- Chewacla- Kinston). Soils series present within the wetland boundaries include Lynchburg, Leon, Kenansville/Dragston, Pamlico and Johnston (Figure 3). The National Wetland Inventory depicts a freshwater pond and a Palustrine Forested (PF04A) wetland within the project area (Figure 3). The project study area is approximately 25 acres with 3.36 acres of forested wetlands and 0.6 acre of emergent wetland (Figure 4). Wetlands located within the project area are as follows: " Wetland Latitude Longitude Cowardin Area (ac.) Area of Class of aquatic Site Class Impact (ac.) . .resource non- section 10 — W1A 770 50.1' 350 20.2' PFO 1.21 •0.19 wetland W2 770 49.6' 350 19.9' PEM 0.06, 0.002 non - section 10 — wetland W3 770 49.5' 350 19.9' PFO 0.06- 0.01 non- section 10 — wetland W4 770 45.1' 35° -19.5' PFO -1.94 0.37 non - section 10 — • wetland W5 770 48.8' 350 19.3' PFO 0.15 0 non - section 10 — wetland The Wetland Determination datasheets (version 2.0) are attached and describe in detail the vegetation, soils and hydrology within the project area. We hereby request written verification of Wetlands 1 to 5. Enclosures are as follows: ➢ Pre - Construction Notification ➢ Project Design (100% Plans) ➢ Agent Authorization Form ➢ Property Owner Access Permission" Statement ➢ Vicinity Map (Figure 1) ➢ USGS Quad Map (Figure 2) ➢ NWI and NRCS Soils Map (Figure 3) ➢ Wetland Boundary Map (aerial photo) (Figure 4) ➢ Wetland Determination Data Sheets (Wetland and Upland) ➢ Land survey plat of the wetland boundaries March 19, 2013 Page 3 Thank you in advance for your assistance. Please contact me at (919) 785 -1118 if you have any questions after your review of the enclosed information. Sincerely, V�&i�) 'U ,iUv- Vickie Miller, AICP, PWS Environmental Scientist Cc: Jack H. McLain, NSR Jim Kessler, NCRR Anthony DiGirolamo, HDR Enclosures d50n. � i. � i � V q� W1A (FLAGS 1 -15) W2 (FLAGS 1 -4) 9 / VR_ M V\113 AGS 1 -5) *&soon -va W4 (FLAGS 1 -12) of 7 � d� W5 (FLAGS 1 -6) o �*.0 - q �Greenwoad.0 - o . a 'R AGENT AUTHORIZATION FORM I, Jack McLain, representing Norfolk Southern Railway Company, hereby certify that I have authorized Vickie Miller representing HDR Engineering. Inc., to act on my behalf and take all actions necessary to the processing, issuance, and acceptance of the jurisdictional determination associated with the proposed rail siding near LaGrange located in Wayne and Lenoir Counties, NC. We hereby certify that the information submitted in this application is true and accurate to the hest of our knowledLre. Jack McLain Applicant's name 1 pj) G� ' .630 plicant's signature z Date Norfolk Southern Railway Company 1200 Peachtree St, NE Buildin- Box 7 -142 Atlanta, GA 30309 -3579 .4pplicani's adrh•e s 404- 529 -13 ;1 Applicant's phone inanber Vickie Miller agents name �r &@JAC Kkr .Agent's signature 10/29/2012 Date HDR Engineering, Inc. 3373 National Drive Suite 207 Raleigh, NC 27612 -4845 agent's address 919 -755 -1 11 S , -gem's phone number NORTH CAROLINA RAILROAD C O M P A N Y December 10, 2012 Mr. William Westcott U.S. Army Corps of Engineers Washington Regulatory Field Office 2407 West Fifth Street Washington, NC 27889 To Whom It May Concern: 1, Jim Kessler, Vice President of Engineering for the North Carolina Railroad Company (the "Property Owner ") hereby grants access to Property Owner's property located at or near Milepost EC -9.5, La Grange, Lenoir County, North Carolina, to the U.S. Army Corps of Engineers for conducting inspections related to the determination of federal waters and wetlands jurisdiction and /or site evaluation related to a permit application. Prior to entry upon Property Owner's property, you will need to call Mr. Odell Collins, of Norfolk Southern Railway Company at (919) 222 -9881, to arrange for access and to receiving permission to enter the property. Please feel free to call me if you have any questions or require further information. Sincerely, , -� Ji Kessler, PE Vice President of Engineering 2809 Highwoods Blvd., Suite 100, Raleigh, North Carolina 27604 -1000 919 - 954 - 7601 phone / 919 - 954 - 7099 fax I. r WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region Pro /ect/Site: LaGrange Siding City /County Wayne Sampling Date. 9/12/2012 Applicant/Owner: NS /NCRR State. NC Sampling Point DP -W1A Investigator(s): J. Tisdale, V.Miller Section, Township, Range. LaGrange Landform (hillslope, terrace, etc.): flat Local relief (concave, convex, none) concave Slope ( %): <1 Subregion (LRR or MLRA). LRR P Lat: -77. 50.1' Long 35 20 2' Datum: NAD 83 Soil Map Unit Name Lynchburg Sandy Loam NWI PFO classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks ) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (B6) ❑ Sparsely Vegetated Concave Surface (B8) Primary Indicators (minimum of one is required, check all that apply) Surface Water (Al) El Aquatic Fauna (B13) F❑ LJ High Water Table (A2) ❑f Marl Deposits (B15) (LRR U) ❑ Drainage Patterns (B10) ❑/ Saturation (A3) 1 Hydrogen Sulfide Odor (C1) ❑ Moss Trim Lines (B16) ❑ Water Marks (61) tQ u Oxidized Rhizospheres along Living Roots (C3) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (62) ❑-r Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (B3) 1 u Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) L_d Algal Mat or Crust (64) ❑ Thin Muck Surface (C7) ❑ Geomorphic Position (D2) ❑ Iron Deposits (65) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) Q Inundation Visible on Aerial Imagery (67) D✓ FAC- Neutral Test (D5) ❑ Water- Stained Leaves (139) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No X Depth (inches). Water Table Present? Yes X No Depth (inches) 6 Saturation Present? Yes X No Depth (inches) 5 Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available. Remarks- US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: DP-W1A 7. Absolute Dominant Indicator Dominance Test worksheet: 8. Tree Stratum (Plot size: 30 ft ) % Cover Species? Status Number of Dominant Species 1 Pinus taeda 10 Yes FAC That Are OBL, FACW, or FAC 10 (A) 2 Acer rubrum 20 Yes FAC 20 Yes FACW 2 Quercus nigra 10 Yes FAC Total Number of Dominant 3 4. Species Across All Strata: 10 (B) 4 6 7 Percent of Dominant Species 5 That Are OBL, FACW, or FAC: 100 (A/B) 6 50% of total cover. 12.5 20% of total cover 5 Herb Stratum (Plot size: 30 ft ) 7. 8. 40 = Total Cover 50% of total cover: 20 20% of total cover 8 Sapling /Shrub Stratum (Plot size 30 ft ) 1 Clethra alnifolia 20 Yes FACW 2 Rubus argutus 5 No FAC 3. 4. 5. 6 7 8. 25 = Total Cover 50% of total cover. 12.5 20% of total cover 5 Herb Stratum (Plot size: 30 ft ) 1 Osmunda regales 20 Yes OBL 2 Mania scandens 20 Yes FACW 3 Osmunda cinnamomea 20 Yes FACW q Woodwardia areolata 10 Yes OBL 5 6. 7. 8. 9 10. 11. 12 80 = Total Cover 50% of total cover: 40 20% of total cover. 16 Woody Vine Stratum (Plot size. 30 ft ) 1 Vitis rotundifolia 10 Yes FAC 2 Smilax rotundifolia 10 Yes FAC 3. 4. 5 20 = Total Cover 50% of total cover: 10 20% of total cover: 4 Remarks: (If observed, list morphological adaptations below) Total % Cover of- Multiply by: OBL species 30 x 1 = 30 FACW species 60 x 2 = 120 FAC species 60 x 3 = 180 FACU species x4= UPL species x 5 = Column Totals 150 (A) 330 (B) Prevalence Index = B/A = 2 2 Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 0 2 - Dominance Test is >50% �✓ 3 - Prevalence Index is 53.0' Q Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic Definitions of Four Vegetation Strata: Tree — Woody plants, excluding vines, 3 in (7 6 cm) or more in diameter at breast height (DBH), regardless of height Sapling /Shrub — Woody plants, excluding vines, less than 3 in DBH and greater than 3.28 ft (1 m) tall Herb — All herbaceous (non- woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine — All woody vines greater than 3 28 ft in height. Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 SOIL Sampling Point DP -W1A Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0 -12+ 10YR 4/1 95 5YR 6/6 5 C M sandy loam 'Type- C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location: PL =Pore Lining, M= Matrix Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': Histosol (Al) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) Thin Dark Surface (S9) (LRR S, T, U) T❑ 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) Loamy Mucky Mineral (F1) (LRR O) �:1 u Reduced Vertic (F18) (outside MLRA 150A,B) _E1 ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) n✓ Depleted Matrix (F3) El Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) (LRR P, T, U) D Redox Dark Surface (F6) (MLRA 153B) El ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (A8) (LRR U) ❑ Ln Depleted Dark Surface (F7) Redox Depressions (178) Red Parent Material (TF2) Very Shallow Dark Surface (TF12) 1 cm Muck (A9) (LRR P, T) _I F] Marl (1710) (LRR U) Other (Explain in Remarks) ❑ Depleted Below Dark Surface (A11) E] Depleted Ochnc (F11) (MLRA 151) L] Thick Dark Surface (Al2) E1 Iron - Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Coast Prairie Redox (A16) (MLRA 150A) ❑ Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, ❑ Sandy Mucky Mineral (S1) (LRR O, S) n Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. ❑ Sandy Gleyed Matrix (S4) E] Reduced Vertic (F18) (MLRA 150A, 150B) ❑ Sandy Redox (S5) ❑ Piedmont Floodplain Soils (F19) (MLRA 149A) L] Stripped Matrix (S6) .11 Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) ❑ Dark Surface (S7) (LRR P, S, T, U) Type Depth (inches) - Remarks: Hydric Soil Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site. LaGrange Siding City /County Wayne Sampling Date. 9/12/2012 Applicant/Owner. NS /NCRR State: NC Sampling Point: DP -W2 Investigator(s): J. Tisdale, V Miller Section, Township, Range. LaGrange Landform (hdlslope, terrace, etc.): flat Local relief (concave, convex, none): concave Slope ( %): <1 Subregion (LRR or MLRA)• LRR P Lat -77. 49.6' Long: 35 19.9' Datum: NAD 83 Soil Map Unit Name. Leon Sand NWI classification PEM Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks ) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Q Surface Soil Cracks (136) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required: check all that apply) Surface Water (Al) El Aquatic Fauna (B13) �❑✓f LI High Water Table (A2) El Marl Deposits (615) (LRR U) ❑ Drainage Patterns (1310) ❑✓ Saturation (A3) Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (1316) ❑ Water Marks (131) 11—f Oxidized Rhizospheres along Living Roots (C3) g Dry- Season Water Table (C2) El Sediment Deposits (62) Presence of Reduced Iron (C4) El Crayfish Burrows (C8) El Drift Deposits (133) 1l-J u Recent Iron Reduction in Tilled Sods (C6) II Saturation Visible on Aerial Imagery (C9) a Algal Mat or Crust (64) ❑ Thin Muck Surface (C7) Q Geomorphic Position (D2) a Iron Deposits (135) C Other (Explain in Remarks) Q Shallow Agwtard (D3) Q Inundation Visible on Aerial Imagery (137) Q✓ FAC- Neutral Test (D5) Q Water - Stained Leaves (139) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes X No Depth (inches) 0 -12 Water Table Present? Yes X No Depth (inches) 1 Saturation Present? Yes X No Depth (inches) 0 Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available - Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point DP -W2 US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size- ) % Cover Species? Status Number of Dominant Species 1 That Are OBL, FACW, or FAC- 4 (A) 2 Total Number of Dominant 3. Species Across All Strata. 4 (B) 4 Percent of Dominant Species 5. That Are OBL, FACW, or FAC. 100 (A/B) 6. Prevalence Index worksheet: 7. 8 Total % Cover of- Multiply by. OBL species 30 x 1 = 30 = Total Cover FACW species 65 x 2 = 130 50% of total cover: 20% of total cover. Sapling /Shrub Stratum (Plot size: ) FAC species x 3 = 1 -, FACU species x4= 2 UPL species x 5 = Column Totals. 95 (A) 160 (B) 3 4. Prevalence Index = B/A = 1 7 5. Hydrophytic Vegetation Indicators: 6. ✓ 1 -Rapid Test for Hydrophytic Vegetation 7 ❑✓ 2 - Dominance Test is >50% 8. Q(1 3 - Prevalence Index is :53.01 = Total Cover Problematic Hydrophytic Vegetation' (Explain) 50% of total cover. 20% of total cover: Herb Stratum (Plot size- 15 ft ) 'Indicators of hydric soil and wetland hydrology must 1 Polygonum hydropiperoides 20 Yes FACW be present, unless disturbed or problematic. 2 Mikania scandens 20 Yes FACW Definitions of Four Vegetation Strata: 3 Polygonum sagittatum 20 Yes OBL Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or 4 Boehmena cylindrica 15 Yes FACW more in diameter at breast height (DBH), regardless of 5 Typha latifolia 10 No OBL height. 6 Cyperus strigosas 5 No FACW Sapling /Shrub — Woody plants, excluding vines, less 7 Carex albolutescens 5 No FACW than 3 in DBH and greater than 3.28 ft (1 m) tall 8 Herb — All herbaceous (non- woody) plants, regardless 9 of size, and woody plants less than 3.28 ft tall. 10. Woody vine — All woody vines greater than 3 28 ft in 11. height. 12 95 = Total Cover 50% of total cover: 47.5 20% of total cover. 19 Woody Vine Stratum (Plot size: ) 1. 2 3. 4. 5. Hydrophytic = Total Cover Vegetation Present? Yes X No 50% of total cover 20% of total cover. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point. DP -W2 to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Co-7— Texture Remarks 0 -6 10YR 3/1 100 sandy loam 6 -12+ 10YR 5/1 100 sandy loam 'Type. C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location. PL =Pore Lining, M= Matrix Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': Histosol (Al) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) Thin Dark Surface (S9) (LRR S, T, U) T❑ 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B) Hydrogen Sulfide (A4) D Loamy Gleyed Matrix (F2) T� u Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) Depleted Matrix (F3) Tj Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) (LRR P, T, U) D Redox Dark Surface (F6) (MLRA 1538) ❑Red D D 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (A8) (LRR U) D D Depleted Dark Surface (F7) Redox Depressions (F8) Parent Material (TF2) _E1 Very Shallow Dark Surface (TF12) D 1 cm Muck (A9) (LRR P, T) D Marl (F10) (LRR U) El Other (Explain in Remarks) Depleted Below Dark Surface (A11) D Depleted Ochric (F11) (MLRA 151) Thick Dark Surface (Al2) D Iron - Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and D Coast Prairie Redox (A16) (MLRA 150A) D Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, D Sandy Mucky Mineral (S1) (LRR O, S) D Delta Ochric (F17) (MLRA 151) unless disturbed or problematic D Sandy Gleyed Matrix (S4) D Reduced Vertic (F18) (MLRA 150A, 150B) D Sandy Redox (S5) D Piedmont Floodplain Soils (F19) (MLRA 149A) D Stripped Matrix (S6) D Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) D Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type Depth (inches). Hydric Soil Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site LaGrange Siding City /County: Wayne Sampling Date: 9/12/2012 Applicant/Owner NS /NCRR State NC Sampling Point. DP -W3 Investigator(s): J. Tisdale, V.Miller Section, Township, Range: LaGrange Landform (hillslope, terrace, etc ) flat Local relief (concave, convex, none). Concave Slope ( %) <1 Subregion (LRR or MLRA): • LRR P Lat -77. 49.5' Long, 35 19.9' Datum. NAD 83 Soil Map Unit Name Dragston Loamy Sand / Kenansville Loamy Sand NWI classification- PFO Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks- HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (66) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required: check all that apply) ❑ Surface Water (Al) El Aquatic Fauna (B13) IJ High Water Table (A2) Marl Deposits (1315) (LRR U) ❑ Drainage Patterns (B10) ❑✓ Saturation (A3) 1L-Ji Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (616) ❑ Water Marks (131) 1L-Jf Oxidized Rhizospheres along Living Roots (C3) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (B2) 1❑ Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (B3) iL—JT LJ Recent Iron Reduction in Tilled Soils (C6) n Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (64) ❑ Thin Muck Surface (C7) Geomorphic Position (D2) a Iron Deposits (135) ❑ Other (Explain in Remarks) Shallow Aquitard (D3) a Inundation Visible on Aerial Imagery (137) FAC- Neutral Test (D5) Q Water- Stained Leaves (139) 0 Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes X No Depth (inches) 6 Saturation Present? Yes X No Depth (inches): 6 Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 VEGETATION (Four Strata) — Use scientific names of plants. Tree Stratum (Plot size. 30 ft 1 Pinus palustris A ) ° 3 2. 3. 4. 5 6. 7. 8. 3 50% of total cover: 15 Saplinq /Shrub Stratum (Plot size: 30 ft ) 1 Ligustrum sinense 1 2 Ilex opaca 1 3. 4. 5 6 7 8. Herb Stratum (Plot size: 15 ft 1 Mikania scandens 2 50% of total cover: 10 ) 2 2 Microstegium vimineum 2 3 Rubus argutus 5 4 Polygonum saggittatum 2 5 Campsis radicans 2 6 7. 8. 9 10. 11. 12. Woody Vine Stratum (Plot size: 1 Vitis rotundifolia _ 85 50% of total cover: 42.5 30 ft ) 10 2 Smilax rotundifolia 10 3 Smilax glauca 10 4 Smilax laurifolia 10 5 Campsis radicans 10 50% of total cover: 25 Remarks (If observed, list morphological adaptations I Sampling Point: DP -W3 bsolute Dominant Indicator D Dominance Test worksheet: = Total Cover 20% of total cover: 17 Yes FAC Yes FAC Yes FAC Yes FACW Yes FAC 50 = Total Cover 20% of total cover: 10 Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 50 = Total Cover 20% of total cover: 10 Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 SOIL Sampling Point DP -M ption: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0 -6 10YR 2/1 100 sand 6 -12+ 10YR 7/1 100 sand 'Type. C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location: PL =Pore Lining, M= Matrix Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': Histosol (Al) Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Histic Epipedon (A2) T❑1 Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S) ❑ Black Histic (A3) �L-JI E] Loamy Mucky Mineral (F1) (LRR O) LJ Reduced Vertic (F18) (outside MLRA 150A,B) _E1 ❑ Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Layers (A5) Depleted Matrix (173) El Anomalous Bright Loamy Soils (F20) HStratified Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Redox Dark Surface (F6) (MLRA 153B) E] Depleted Dark Surface (F7) ❑J —I Red Parent Material (TF2) D Muck Presence (A8) (LRR U) 7 ❑ Redox Depressions (178) LVery Shallow Dark Surface (TF12) D 1 cm Muck (A9) (LRR P, T) E] Marl (F10) (LRR U) ]:] Other (Explain in Remarks) D Depleted Below Dark Surface (A11) ❑ Depleted Ochnc (1711) (MLRA 151) ❑ Thick Dark Surface (Al2) El Iron- Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Coast Prairie Redox (A16) (MLRA 150A) .❑ Umbnc Surface (F13) (LRR P, T, U) wetland hydrology must be present, D Sandy Mucky Mineral (S1) (LRR O, S) ❑ Delta Ochric (1717) (MLRA 151) unless disturbed or problematic. .❑ Sandy Gleyed Matrix (S4) ❑ Reduced Vertic (1718) (MLRA 150A, 150B) D Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Q Stripped Matrix (S6) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) F] Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type. Depth (inches): Hydric Soil Present? Yes X No Remarks US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 R , WETLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal Plain Region Project/Site LaGrange Siding City /County Wayne Sampling Date. 9/12/2012 Applicant/Owner: NS /NCRR State NC Sampling Point DP -W4 Investigator(s): S.Easterly, V.Miller Section, Township, Range LaGrange Landform (hillslope, terrace, etc)- floodplain Local relief (concave, convex, none). Concave Slope ( %)- <1 Subregion (LRR or MLRA): LRR P Lat. -77. 45.1 Long. 35 19.5' Datum NAD 83 Soil Map Unit Name. Pamlico Muck NWI classification: PFO Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydnc Soil Present? Yes X No X within a Wetland? Yes No Wetland Hydrology Present? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (66) ❑ Sparsely Vegetated Concave Surface (B8) Primary Indicators (minimum of one is required, check all that apply) ❑ Surface Water (Al) Aquatic Fauna (B13) LJ High Water Table (A2) 111 Marl Deposits (615) (LRR U) ❑✓ Drainage Patterns (610) 0 Saturation (A3) 1uT I--I Hydrogen Sulfide Odor (C1) ❑ Moss Trim Lines (616) ❑ Water Marks (61) ❑f Oxidized Rhizospheres along Living Roots (C3) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (132) 1 Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (B3) IL--Jf u Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (134) ❑ Thin Muck Surface (C7) ❑ Geomorphic Position (D2) ❑ Iron Deposits (135) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) ❑ Inundation Visible on Aerial Imagery (67) II✓ FAC- Neutral Test (D5) ❑ Water- Stained Leaves (139) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No X Depth (inches)' Water Table Present?, Yes X No Depth (inches) 6 Saturation Present? Yes X No Depth (inches). 3 Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 e VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point. DP -W4 30 = Total Cover 50% of total cover: 15 20% of total cover. 6 Woody Vine Stratum (Plot size. 30 ft ) 1 Vitis rotundifolia 10 Yes FAC 2 Smilax rotundifolia 10 Yes FAC 3 4. 5. n Hydrophytic 20 = Total Cover Vegetation 50% of total cover 10 20% of total cover 4 Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size. 30 ft ) % Cover Species? Status Number of Dominant Species 1 Pinus taeda 10 No FAC That Are OBL, FACW, or FAC. 8 (A) 2 Acer rubrum 20 Yes FAC Total Number of Dominant 3 Celtis laevi ata g 10 No FACW Species Across All Strata 8 (B) 4 Liquidambar styraciflua 20 Yes FAC 5 Taxodium distichum 10 No OBL Percent of Dominant Species 100 That Are OBL, FACW, or FAC: (A/B) 6 7 Prevalence Index worksheet: 8. Total % Cover of Multiply by 70 = Total Cover OBL species 20 x 1 = 20 50% of total cover. 35 20% of total cover 14 FACW species 50 x 2 = 100 Sapling /Shrub Stratum (Plot size 30 ft ) FAC species 90 x 3 = 270 1 Ligustrum sinense 20 Yes FAC FACU species x 4 = 2 Magnolia virginiana 20 Yes FACW UPL species x5= Column Totals. 160 (A) 390 (B) 3 4 Prevalence Index = B/A = 2 4 5 Hydrophytic Vegetation Indicators: 6 1 -Rapid Test for Hydrophytic Vegetation 7• R1 2 - Dominance Test is >50% 8 ❑✓ 3 - Prevalence Index is <_3 0' Q Problematic Hydrophytic Vegetation ' (Explain) 40 = Total Cover 50% of total cover. 20 20% of total cover: 8 Herb Stratum (Plot size 15 ft ) 'Indicators of hydric soil and wetland hydrology must 1 Osmunda cinnamomea 20 Yes FACW be present, unless disturbed or problematic. 2 Woodwardia areolata 10 Yes OBL Definitions of Four Vegetation Strata: 3. Tree — Woody plants, excluding vines, 3 in (7 6 cm) or 4. more in diameter at breast height (DBH), regardless of 5 height. 6 Sapling /Shrub — Woody plants, excluding vines, less 7 than 3 in. DBH and greater than 3.28 ft (1 m) tall. 8• Herb — All herbaceous (non- woody) plants, regardless 9 of size, and woody plants less than 3 28 ft tall 10 Woody vine — All woody vines greater than 3 28 ft in 11. height 12. 30 = Total Cover 50% of total cover: 15 20% of total cover. 6 Woody Vine Stratum (Plot size. 30 ft ) 1 Vitis rotundifolia 10 Yes FAC 2 Smilax rotundifolia 10 Yes FAC 3 4. 5. n Hydrophytic 20 = Total Cover Vegetation 50% of total cover 10 20% of total cover 4 Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL to the depth needed to or Sampling Point DP -W4 Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0 -12+ 10YR 2/1 100 sand loam /muck 'Type C= Concentration, D= Depretion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location- PL =Pore Lining, M= Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': Histosol (Al) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (A8) (LRR U) 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (S1) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Dark Surface (S7) (LRR P, S, T, U) trictive Layer (if observed): Type Depth (inches) Remarks: Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Thin Dark Surface (S9) (LRR S, T, U) T❑-1 LJ 2 cm Muck (A10) (LRR S) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B) _E] Loamy Gleyed Matrix (F2) Tl Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) u Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) (MLRA 153B) ❑l Depleted Dark Surface (F7) Red Parent Material (TF2) Redox Depressions (F8) � u Very Shallow Dark Surface (TF12) Marl (F10) (LRR U) ]:) Other (Explain in Remarks) Depleted Ochric (F11) (MLRA 151) Iron - Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Umbric Surface (1713) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (MLRA 151) unless disturbed or problematic Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Hydric Soil Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site LaGrange Siding City /County. Wayne Sampling Date: 9/13/2012 Applicant/Owner- NS /NCRR State: NC Sampling Point DP -W5 Investigator(s): S Easterly, V Miller Section, Township, Range. LaGrange Landform (hillslope, terrace, etc) floodplain Local relief (concave, convex, none): Concave Slope ( %): <1 Subregion (LRR or MLRA)• LRR P Lat• -77. 48.8 Long: 35 19.3' Datum. NAD 83 Sod Map Unit Name: Johnston NWI classification. PFO Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks ) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (66) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required: check all that apply) ❑ Surface Water (Al) Aquatic Fauna (1313) High Water Table (A2) 111 Marl Deposits (B15) (LRR U) Drainage Patterns (1310) 0 Saturation (A3) iL-JT Hydrogen Sulfide Odor (Cl) ❑ Moss Trim Lines (616) ❑ Water Marks (61) 1U7 Oxidized Rhizospheres along Living Roots (C3) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (132) 1L�J Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (133) IL-Jf I--I Recent Iron Reduction in Tilled Soils (C6) 11 Saturation Visible on Aerial Imagery (C9) a Algal Mat or Crust (134) ❑ Thin Muck Surface (C7) 0 Geomorphic Position (D2) ❑ Iron Deposits (135) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) Q Inundation Visible on Aerial Imagery (137) II FAC- Neutral Test (D5) ✓❑ Water- Stained Leaves (69) ❑ Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No X Depth (inches) Water Table Present? Yes X No Depth (inches) 8 Saturation Present? Yes X No Depth (inches): 2 Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point DP -W5 Remarks. (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size- 30 ft ) % Cover Species? Status Number of Dominant Species 1 Platanus occidentalis 10 FACW That Are OBL, FACW, or FAC: 7 (A) 2 Acer rubrum 20 Yes FAC Total Number of Dominant 3 Quercus nigra 10 FAC 7 Species Across All Strata: (B) q Liquidambar styraciflua 20 Yes FAC 5 nigra Betula ni 9 10 FACW Percent of Dominant Species That Are OBL, FACW, or FAC 100 (q/g) 6. Prevalence Index worksheet: 7 Total % Cover of: Multiply by: 8 70 OBL species 20 x 1 = 20 50% of total cover: 35 =Total Cover 20% of total cover. 14 FACW spec 20 x 2 = 40 Sapling /Shrub Stratum (Plot size- 30 ft ) FAC species 90 x 3 = 270 1 Acer rubrum 10 Yes FAC FACU species x4= 2 Liquidambar styraciflua 10 Yes FAC UPL species x 5 = 3 Quercus nigra 10 Yes FAC Column Totals: 130 (A) 330 (B) 4• Prevalence Index = B/A = 2.5 5• Hydrophytic Vegetation Indicators: 6 ❑ 1 - Rapid Test for Hydrophytic Vegetation ❑✓ 2 - Dominance Test is >50% 7 8. �✓ 3 - Prevalence Index is s3 0' Problematic Hydrophytic Vegetation (Explain) 30 = Total Cover 50% of total cover: 15 20% of total cover: 6 Herb Stratum (Plot size 15 ft ) 'Indicators of hydric soil and wetland hydrology must 1 Polygonum hydropiperoides 20 Yes OBL be present, unless disturbed or problematic. 2 Microstegium vimineum 10 - Yes FAC Definitions of Four Vegetation Strata: 3 Tree — Woody plants, excluding vines, 3 in (7 6 cm) or 4. more in diameter at breast height (DBH), regardless of 5 height 6. Sapling /Shrub — Woody plants, excluding vines, less 7 than 3 in. DBH and greater than 3 28 It (1 m) tall. 8 Herb — All herbaceous (non- woody) plants, regardless g I of size, and woody plants less than 3 28 ft tall. 10. Woody vine — All woody vines greater than 3.28 ft in 11. height 12. 30 = Total Cover 50% of total cover 15 20% of total cover 6 Woody Vine Stratum (Plot size: ) 1 2. 3 4 5. Hydrophytic = Total Cover Vegetation Present? Yes X No 50% of total cover: 20% of total cover: Remarks. (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirr Sampling Point. DP -W5 Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc Texture Remarks 0 -12+ 10YR 2/1 100 sandy loam 'Type. C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Histosol (Al) Histic Epipedon (A2) ❑ Black Histic (A3) ❑ Hydrogen Sulfide (A4) HStratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) D Muck Presence (A8) (LRR U) ❑ 1 cm Muck (A9) (LRR P, T) L_I Depleted Below Dark Surface (A11) F] Thick Dark Surface (Al2) 0 Coast Prairie Redox (A16) (MLRA 150A) n Sandy Mucky Mineral (S1) (LRR O, S) D Sandy Gleyed Matrix (S4) D Sandy Redox (S5) F] Stripped Matrix (S6) 1] Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches) - Remarks: 2Location. PL =Pore Lining, M= Matrix. Indicators for Problematic Hydric Soils': Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) Thin Dark Surface (S9) (LRR S, T, U) T 1 2 cm Muck (A10) (LRR S) Loamy Mucky Mineral (F1) (LRR O) 1--] Reduced Vertic (F18) (outside MLRA 150A,B) Loamy Gleyed Matrix (F2) T -I u Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) Depleted Dark Surface (MLRA 153B) Red Parent Material (F7) Redox Depressions �❑l (TF2) LJ Very Shallow Dark Surface (F8) Marl (F10) (LRR U) (TF12) ❑ Other (Explain in Remarks) Depleted Ochric (F11) (MLRA 151) Iron - Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Hydric Soil Present? Yes X No US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 r WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site LaGrange Siding City /County: Wayne Sampling Date: 9/12/2012 Applicant/Owner NS /NCRR State NC Sampling Point. Upland Investigator(s) S.Easterly, V.Miller Section, Township, Range: LaGrange Landform (hillslope, terrace, etc.)- flat Local relief (concave, convex, none). none Slope ( %)- 0 Subregion (LRR or MLRA): LRR P Lat• -77. 50.1' Long- 35 20.2' Datum: NAD 83 Soil Map Unit Name Lynchburg Sandy Loam NWI classification. N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks ) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain.any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ Surface Soil Cracks (136) ❑ Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required check all that apply) ❑ Surface Water (Al) ❑ Aquatic Fauna (1313) ❑ High Water Table (A2) EJ Marl Deposits (1315) (LRR U) ❑ Drainage Patterns (1310) ❑ Saturation (A3) EJ Hydrogen Sulfide Odor (C1) ❑ Moss Trim Lines (616) ❑ Water Marks (131) 13 Oxidized Rhizospheres along Living Roots (C3) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (132) Presence of Reduced Iron (C4) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (133) 11'Z u Recent Iron Reduction in Tilled Soils (C6) ❑ Saturation Visible on Aerial Imagery (C9) a Algal Mat or Crust (134) ❑ Thin Muck Surface (C7) 0 Geomorphic Position (D2) a Iron Deposits (135) ❑ Other (Explain in Remarks) ❑ Shallow Aquitard (D3) a Inundation Visible on Aerial Imagery (67) 21 FAC- Neutral Test (D5) Q Water- Stained Leaves (139) n Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes No X Depth (inches). Water Table Present? Yes No X Depth (inches) - Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 i VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point: Upland 6 Absolute Dominant Indicator Dominance Test worksheet: ❑✓ 2 - Dominance Test is >50% Tree Stratum (Plot size 30 ft ) % Cover Species? Status Number of Dominant Species Q Problematic Hydrophytic Vegetation' (Explain) 1 Pinus taeda 10 Yes FAC That Are OBL, FACW, or FAC 7 (A) 2 Acer rubrum 20 Yes FAC 3 Tree — Woody plants, excluding vines, 3 in. (7 6 cm) or 4. more in diameter at breast height (DBH), regardless of Total Number of Dominant 3 Ligwdambar styraciflua 10 Yes FAC Species Across All Strata 7 (B) 4. Herb — All herbaceous (non- woody) plants, regardless g_ of size, and woody plants less than 3 28 ft tall. 10• Woody vine — All woody vines greater than 3.28 ft in 11. Percent of Dominant Species height. 5 = Total Cover That Are OBL, FACW, or FAC: 100 (A/B) 6 Woody Vine Stratum (Plot size* 30 ft ) 1 Vitis rotundifoha 10 Yes FAC Prevalence Index worksheet: 2 Smilax rotundifolia 10 Yes FAC 7. 3. 4 5. H dro hytic Total % Cover of. Multiply by, 8. 40 OBL species 0 x 1 = 0 50% of total cover 20 =Total Cover 20% of total cover, 8 FACW species 0 x2= 0 30 ft FAC species 110 x3= 330 Sapling /Shrub Stratum (Plot size: ) 1 Acer rubrum 20 Yes FAC FACU species x4= 2 Liquidambar styraciflua 20 Yes FAC UPL species x 5 = 3 Ilex opaca 5 Yes . FAC Column Totals (A) (B) 4• Rubus ar g utus 5 Yes FAC Prevalence Index = B/A = 3 0 5• Hydrophytic Vegetation Indicators: 6 ❑ 1 - Rapid Test for Hydrophytic Vegetation 7 ❑✓ 2 - Dominance Test is >50% 8. 213 - Prevalence Index is :53.01 50 = Total Cover Q Problematic Hydrophytic Vegetation' (Explain) 50% of total cover: 25 20% of total cover- 10 Herb Stratum (Plot size. ) 'Indicators of hydric soil and wetland hydrology must 1. be present, unless disturbed or problematic 2. Definitions of Four Vegetation Strata: 3 Tree — Woody plants, excluding vines, 3 in. (7 6 cm) or 4. more in diameter at breast height (DBH), regardless of 5 height. 6 Sapling /Shrub — Woody plants, excluding vines, less 7 than 3 in. DBH and greater than 3.28 ft (1 m) tall. 8. Herb — All herbaceous (non- woody) plants, regardless g_ of size, and woody plants less than 3 28 ft tall. 10• Woody vine — All woody vines greater than 3.28 ft in 11. height. 12. = Total Cover 50% of total cover 20% of total cover. Woody Vine Stratum (Plot size* 30 ft ) 1 Vitis rotundifoha 10 Yes FAC 2 Smilax rotundifolia 10 Yes FAC 3. 4 5. H dro hytic Y P 20 = Total Cover Vegetation 50% of total cover: 10 20% of total cover: 4 Present? Yes X No (If observed, list morphological adaptations below) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL to the depth needed to document the indicator or confirm Sampling Point: Upland Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvpe Loc Texture Remarks 0 -6 10YR 4/2 100 sandy loam 6 -12+ 10YR 6/2 100 'Type. C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Histosol (Al) Histic Epipedon (A2) ❑ Black Histic (A3) ❑ Hydrogen Sulfide (A4) Stratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) ❑ 5 cm Mucky Mineral (A7) (LRR P, T, U) ❑ Muck Presence (A8) (LRR U) ❑ 1 cm Muck (A9) (LRR P, T) ❑ Depleted Below Dark Surface (All) ❑ Thick Dark Surface (Al2) Coast Prairie Redox (A16) (MLRA 150A) ❑ Sandy Mucky Mineral (S1) (LRR O, S) ❑ Sandy Gleyed Matrix (S4) ❑ Sandy Redox (S5) ❑ Stripped Matrix (S6) ❑ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type Depth (inches): sandy loam 2Location: PL =Pore Lining, M= Matrix Indicators for Problematic Hydric Soils': Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Thin Dark Surface (S9) (LRR S, T, U) T❑ u 2 cm Muck (Al 0) (LRR S) Loamy Mucky Mineral (F1) (LRR O) El Reduced Vertic (1718) (outside MLRA 150A,B) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) �❑—t u Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) (MLRA 153B) ❑Red Depleted Dark Surface (F7) Parent Material (TF2) Redox Depressions (F8) ID Very Shallow Dark Surface (TF12) Marl (F10) (LRR U) 'D Other (Explain in Remarks) Depleted Ochnc (F11) (MLRA 151) Iron - Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Umbnc Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) Hydric Soil Present? Yes No X US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0 m m m m mmmmm O x O ��� i n O >ornNm in Z m (n wN�inN� (n z CD Cn D Z mmmcnmm D v m o m oxv��oo Z 'O NNmmoo Z 0 �_ o=Z��mm v -A—= p z m o v�D0o m ozvz <0vozoz cn 0 n cn O pbzo��N O m mo m m Z vm0rnco = D X Z ZOOZZ p o cn Syp3oom pC 0 0> 0 0 o Z O z< O mj�� cn cn cn z mF=;uom D voz=oo m U) Zm <w lo— N RR-,RR mm m m cn ZZ55zz o m DDzyDD —Di o C) 1.1U) 11 N D �_ zz z Z U) O 00 0o Z 00 z z z O 00 00 0-0 G) o ;D DZZ< O mm r En > N cn Z m m O Iq m O N Z r G) °aDw co mz m o2moo 0o1Om 0-1.,n=AZ m�z -Z�Ay Ncn (�mcn N��OG) cnz�> -0m N iDO� - r X 23 rT.0 2>T_ ;K (n i�D DZy J71 Y nl�Z U) 0 NrD(nC WG)2�ZIn r °,= OO �mzOm �> —v m L W m Z M =z _< omm -n T m me z M0 °n -H m m O V zT Z zz NxC) z .Zl z >� �' >j Imz K m �0 m � Zm > T A Dz x < mp D< O N O O G) 0 a) 0 5o z M D D z D � lT' < < < O V CDO V '` ° z O �� 1 ��� 4 0 N n � } 'I O D ? 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A T Om�N Z o m ' nO ;m O C m0 mO A O mAr D m mn2 nmon O Dp0 Z A z N pmm� A O. Z m O n O O m 0 0 *? O O NIO zZ N 6 < N X0- OZm Cm AN Lm'1 CZ Zmnmp �imX N w ,- m S N- D D mmz�i T(zil O DF ox Oo m m' oo 0.F' 6 Om 'M-0 ;C NNZA Nz DZD a -A?A zNm :D ,ate D DA ZN ax , n ZDOn >On m �,ommn 0 72 '3'208 Z SAmFO 02p'D O S ny >'y A m rD D tim00 m ° mx� Ml. mOXA O 0 yA O m3KA mm� oz,.- C X0 z A T Z 3ni.TD1 -1 =Z N Z i n N r O A N Z O m Dmy ti �S AONr N =ZOa C 'I a m �Nr80T O Z 0 O A� Pm nnaT pZAA 0080 z 0' n Nm nZ zm�3 D3mma m m xmx>mm nDmaz A O 0 OD n0 N Dfna,a]AZm O m Z° ZNz = 6Dmo' m O �D rn r > Az,ay �m ZmD m -VA-1 -�� N ('1 z m Z, o 9 <nm 3200 o 0 A z Z� ,jz OFp O m viAD Nmm=ti O 2 om i3 >n =I 3a ti 0 ?Dp� oN NDnm n x o mil c800 mOZ z Z maNOa i? A T Om�N Z y o ' nO ;m O C m0 mO A O mAr D m mn2 nmon O Dp0 Z A z N pmm� A O. Z m O n O O m 0 0 *? O O NIO zZ Z O < A > > O 0 r I. A D O Z y O < mO -m . 0m O D F z O mDZ IZ, m z ArAO <c<< -��a r01m� x 0 8 m zOm 0552 O V D'NZ K ACT D OODO ,l�l n O A o °mn mz' z m Zzr Nn mOr Z A n O PAZ IM D o nnm xmm 0 om n Cy0 N Z �G �D y�D SZ m0 «n noz S � OTC m >M mlA N n Z T r Z O n O O a Z n O n o _3 ad � 33 3 f f y 0 C 2 �o no ^m o� o h � 3 m _ m � D - - m � � o ^� I F o 0 Q y O - m m -z p � o � _o a p A m o o V 0 0 m D Z U) O Z W m m z O r m M < D �0 cn --i m m r 'm'^ VI m G7 m z --i U) Z 3 m y p m y c � � (/1 Z � m O m 5 0 to m 1 D O m m N 3 � ° 3 o8H I I _ ° I � o F 1 - I I I 1 II I N '1 I 1 1 m II 1\ 1 I I I I I i NCRR R/W 1-- - - - - -- III LEFT OF EX. ML CL 1 111 _I ' D m Go m X z Gi C m G o � \ <z c p >1 D D m A A r- 0) rrm^^ + + cn o -4 Z 00om D D r zr o w O ry O O) + + m ul O X 2 I � I �, NCRR R/W H - - l00' LEFT OF I EX. ML CL Z 3 I I C II r r D = 1 I I D n x O n + r D Ul i Z 11 1 II o � cn m CO cn cn D D OD Z QI M II` O W O 0) + + cn O W + Cn r m r 3 Z —I O O v C O D cn cn 0 „ 0 � D D rn cn O cn w + D Ul O + mm -j o Z � Oo rn m m N O V O D cn D x m A -n A Z7 w m W Z CY) C7 rn w M W Z U, M O O Z Z C) V/ m n O Z r r m n O 1`1 1 11 Z ' � I I 1 I I I II\ I 3 � ° 3 o8H I I _ ° I � o F 1 - I I I 1 II I N '1 I 1 1 m II 1\ 1 I I I I I i NCRR R/W 1-- - - - - -- III LEFT OF EX. ML CL 1 111 _I ' D m Go m X z Gi C m G o � \ <z c p >1 D D m A A r- 0) rrm^^ + + cn o -4 Z 00om D D r zr o w O ry O O) + + m ul O X 2 U) D A Ul rn Z + W r V7 C Omm D A -n M A z Ul m O Z r _Z I � I �, NCRR R/W H - - l00' LEFT OF I EX. ML CL Z 3 I I C II r r r = 1 I I m 3g II x O n + D O11 i Z 11 1 II U) D A Ul rn Z + W r V7 C Omm D A -n M A z Ul m O Z r _Z I � I �, NCRR R/W cn - - l00' LEFT OF I EX. ML CL D n r r r z m O n + D O11 Z 11 1 II I 'I I I I ml n d� FmEr =_ 1 I I 1 1 111 I I I I I J � 3 ; El 3 m � m C A ^ D i K f/1 N DO 1 a 0 nz O D, I P �A I ' vN II - - - - - -- 3 @ I k pQ II ; l� 2 ,m m Sd n z m Z 0 0 c z m H O a mox n 0 n I � I �, NCRR R/W cn - - l00' LEFT OF I EX. ML CL D n 1 r ' z O G7 + D o � cn m CO cn cn D D u D m A II` O W O 0) + + cn O W + Cn � U) D m r 3 Z —I O O � O Z 0 m - cn cn cn „ c) � D D rn cn O cn w + D Ul O + r r 0 0 -j o Z I T 1 W Oo rn m N O V O cn x C C7 z i I C7 2 ' I I I I I J � 3 ; El 3 m � m C A ^ D i K f/1 N DO 1 a 0 nz O D, I P �A I ' vN II - - - - - -- 3 @ I k pQ II ; l� 2 ,m m Sd n z m Z 0 0 c z m H O a mox n 0 n I � I �, NCRR R/W cn - - l00' LEFT OF I EX. ML CL D n 1 r ' cAii C O + D o � cn m CO D A II` o Z O 0 z I D ('n^ m I VI m M z I T 1 W i � I I C cn m C I z i I I I I I I J � 3 ; El 3 m � m C A ^ D i K f/1 N DO 1 a 0 nz O D, I P �A I ' vN II - - - - - -- 3 @ I k pQ II ; l� 2 ,m m Sd n z m Z 0 0 c z m H O a mox n 0 n I I I I I I I I � I I I � I 1 I I � I I 1 I i I I I I 1 I I I I I I I I I I � 1 I v I I I I � I I I I I I I I 3 3 — 3 ET I I I I N I N I N 1 I N I v l x u I i G D A to N I I I I I 1 I _ ___-- _____._____ ---------------- 'I- --------- - - - - -- 11 I M v I.L 3 DI 1 a a z I y I I n N I - III � 6Np-to 6Ndlc I I I Novi I " o h o I G m p N w p 1 � z yy— � Er m 3 3 G a U) p (n N m cn (n o m m m y N a D �7 (n (n '� � - "��] < 5 T/wq n D c� D n - - -- D D - -- m- °m �.m �m� b ��m� + o X o o m 3 D + OD (� + OD C7 a + + OD (� S m" - r V 00 r D D Z O (n ----- - -- -- -- - - - - - - - - - -- - i - ------ ;- m n O I I - - - - -- m - -- (n (� (n n (n (n 0 A $ m S m v� ? —i m � i i� z --I m -i v� i � � m v� i `- (n D (n 1 2 D (n 2 D D (n 0 { m (n Z m Z Z 0) � Z - 8 0 O) O CJl O� I O CO � W ' r Z + + + ZZ ' Z i' v N Z t o =o =D O t c7l Oo p A? p Z =D D C: C —i 0 C < z mo z Zo R O Y R _ H O 0 2 0 o yc� O O z °m n N a i O N Y � _ y 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 ' 1 1 I 1 I _ I '1 rn 3 I � D N W W D D ET N r m + O (O O rn _ - M r �O m '^ o - - - - - -- - - - - - -- m- O O m C/) - ;----- - - - -- r k co ^ m Z CTI Z m Ul r D Co v rn -II Z OD + m cn C) I O D I I I I I � I °G n DN � I I 1 N 11 � 1 I � II I I I I I � � I I I 11 11 I 1 I I D /I' x] X I7 oLm p m n =AD jD0 O �i =�D �1 Z mo- P'G:vp Z j ZI ymo � I D p ' r= m 3 � "' 3 I I Z r M O =g O D D _ V - d v D m r v - <� o o k <m po 0 _ -i V-0 < o N nD D Z m n o e D cam" cn + DN cn —WZ 0o g M + CTI Dm m g° 2rim _ o I I a gR i O b n y zo zo do O I m I oz a I i Z i O I n A ' N m N O 8 -- - C. � N m I n Z y N y C C � WZ m� W O A = Gl D AO n n oC m V A r m D o y m QA Om TC N Z < m m m m m m m m m m m m m m m m D D A A m m D D A A m m m D D A A m D D A A m m D D A A m m D D A A m m D D A A m D p A m D 55555555555555555 � Z A N N N N N N 0 N N N N N N N N 0 - Z z n o o n o n o n o n n n n n :1 o D D D D D D D D D D D D D D D D D O o y O Z Z Z �O D m 0 D Z� D mr iZ m Ls O 2 i Im 5y mp cn D cn �a Z O Z Z � Z D ` Z Z Z � r , r m - m m z 2 o X D m m D -u r — D �a NAH p C 0 C CS $�$� m� Q D D ay 2 ? , Z rT O e s r � �D E ; €�O K! ' Din - r; i ooc o o o r D m n o o r r T g a X O c m D m m D m c m D -u n v) -� m m o D m c-v o Y s Z r= m n O o Z z Z m o c x O o-1 Ln o m o c o Z Z Z m A m 0 D O o< D D T z� rn m _u z cn m= r z= m r m Z 2 C m m m m m m D m m O O O m �t -� m < m m z < m < m -{ -i c) O c c -DI O C C m n U D D D �a TJ �_ A 0 2 z Z <<= m m L m m z D D x a z �m 0 T y Z m o Z O n noo « ? = n n Zo o � O z � n Z 0 z _ � o i N' O R � N n Z y N y C C � WZ m� W O A = Gl D AO n n oC m V A r m D o y m QA Om Z m m m m m m m m m m m m m m m m m m D D A A m m D D A A m m D D A A m m D D A A m D D A A m m D D A A m m D D A A m m D D A A m D p A m q=oNOwo 55555555555555555 �D on A N N N N N N N N N N N N N N N N N � - z n o o n o n o n o n n n n n n n o D D D D D D D D D D D D D D D D D n y N y C AO n n oC V A o y m QA Om q=oNOwo � �D on A - y O Z �O Z� mr iZ m O 2 i mp D Z O Z Z Z Z Z Z m z c� - m z 2 ELEVATION N �s9r o 0 0 0 °o MATCHL NE 4527 +00 v +° $533 I ! o II Ig I ! N Zm I. pI +° 6° n on I ! II ! o NB4.5B = 4525 +00.33 PVT ; r 4525 +00 0� ++ U21 EL=84 21 ' l 4524 +5033 EC =83 PVI 'b' I 93 I N 95 PVC ° o 83 I I A e3 60 EL` - -83 60 8323 - - - - - - m •i 9 + 6294 del - I N 4522 +1245 PVT N BZ62 EL= 236 - r. 5• ` I„_ } 8228 I II O 4521 +s245 PVI A I l EL=82 03 •°oo I I Ids L 4521 +12.45 PVC N + I L =B E.75 fit fi 0 A 91f o Bso 4520 +00 % + 0 4518 +49 94' PVT BDJI _ _ _ I 4517 +99 94 PVI + 79 96 r42 n -V m MIN ' n A n ;0 cn 0 m O + 7939 T 7678 i � I A l EL =78.43 n 7ebJ A� � � I�-. � � � 4515 +00 0 7818 -- - I- 4514 +86.82 PVI o j It o EL -7809 ° 4514 +31 82 PV 7BD3 I EL =77.81 i 0 7766 16. 9 11 II m �' x fD ,,L I ou V7 a 4 Y z Z ns9 c o I cf) O71-16 ZO °I - - - CL �L- O 1 in nl I III II 4512 +0882PVT - EL -7670 } 78.68 I 1 } 7626 ° I i k : �9 I i Ali 4510+0882 PVI o �y- 5 O 759s -EL =7570 1 F 4='- I 4510 +00 I ! E I r qk- � ° A !� E ® n 76D9 - I IM'I19� IIIy� III n • y�j O 7590 mm> I II II No 7see 4508 +0882 PVC ! tom EL =75.94 - O O + 7595 I- g• mm O m € b Ao 4507 +08.82 PVT $� Z + 7667 EL r =7sos —.—..2 PVI ° ° 4506 +17.31 ! '��' V PT 7595 b° I j .6 F$z O //�� T 7608 - - - -EL =7618- Q� € D yOJC ! �F PC x O 1� g 15 • 4 1 35 505 +4 I y n 4505 +087 LLT 45 5+0882PVC 4 4505 +00 ,1 N EL =75.91] v 1 Iyc "d b � � F . x PITO z a' o ° o 4504 +28.96 ! i 6 e , '4� Z 2 0 75b2 45 ➢3 +97.7 -1 PS 1 ++ - PS #10- LH HTTO A + 7562 EL =7561 -- - - - - - - 1 ( "It ° i I �' 3+97.71 PROP D 503+ 5 00 EX IMAIN S c A i I i c $g22 w 7530 1l �1' _`iI /- .. -iOo m H ° o ixm m Z mm z i 3383 X39 .>0 g �� 00 2 cn m OM i —y inn Z O L34 o -- -- -- - - >Z I ; >m n 20 ° c-)0 N ° �o O n + a o 0 0 0 N ELEVATION a OD o r m � � IV I W ° i I I TS 4551 +24.51 jlj IIi II 4,�.1 it 16 I B j �� I -0 ! mn ! ot°- v E I mo I 1 mm i o I ELEVATION INSTALL 30 00' OF 15" HDPE ! INLET 4550 +75 00, 70 61' LT, IE =94 14 OUTLET 4550 +75 00, 40 61' LT, IE =92 00 I 6 i II F� i 4550 +00 } YYl196 59 I I i I N + 98+4 9197 I I - ='m! I c o j i /64i N r I 4551 }21.06 PVT 9792 9736 C1 = I I EL =9748 + o A O I I m I I I O o 9721 9681 I I I _ 4549 +46 06 PVI p g o - MZ EL =9640 ° em I - T 9636 - - - -- • -- y I <s�• -1 g T- faa nay -H r s I I vp <} 99mOC I m° 9801 ppSpm I -- - x m x r +° 0 myp� 4547 +71 06 PVC uZN; j EL =95.93 O0i tton v + 9571 9574 - 4546 +4439 PVT l4z A :EL =9559 a m A OI 9517 °y I ++ 9548 - 4545 +79 39 PVI Ibl o o I EL--9541 ° j' 9509 4545 +14 39 PVC EL =95 15 + °o _ 95 N - - .- - - - -- � 9 m O -- - [ COUNTY LINE RD. - m� A o I - LL w91.41 ++ o 94 29 - I a 0 9412 9389 I I , -- O 4541 VT EL593 73 I 1 (A� 9390 I Iw- _ _ __ . ..- - A I� I - - - -- •� + 9147 m la, 4540 +79 39 PVI II, o 9 o x I EL =93.41 o Q co o A I D 4 `+ 93J7 - , I 4539 +99.39 PVC _ _ m z 92 91 ` I I EL =92 95 Q, a I I !Z a + sz 41 o I j � X o° I oI z 23 I I +O ° l 91 85 w I A I • I I °I + 917.0 9129 mz- - Ig I o mop jz I >�ml I° I gg €8 a w 9O8 °gym £Ali + 9073 I .I _n= m� a o m 9use -- - - - I 1 RE Zy c� + 9017 I I z E ® H o I 4534 +45 46 PVT ^o • y EL =89 86 9 Z T A A 89.99 4533 +9546 PVI- A°° - g$ 8960 i EL-89.58 ° II I m ~ 4533 +45.46 PVC I EL -8927 ° ° r n 0 �'� I I I I - B + ° 8699 I I a • ° a m z I I R `; A 887. - !;0 �p N ++ M37 G$ O o Za 8814 e O O + 6115 I NI' �I I n E747 - - Y _ ei 13 < I I A o 0 4528 *50.30 PVT v L-20 1 4528 +00 30 PVI of - • o o h 0 0 8596 I I EL -589 m °o , 4527 +50 30 PVC EL =8561 Z 85,51 a° O BS 33 O j x� 2 ELEVATION m � � IV I W ° i I I TS 4551 +24.51 jlj IIi II 4,�.1 it 16 I B j �� I -0 ! mn ! ot°- v E I mo I 1 mm i o I INSTALL 30 00' OF 15" HDPE ! INLET 4550 +75 00, 70 61' LT, IE =94 14 OUTLET 4550 +75 00, 40 61' LT, IE =92 00 I 6 i II F� i 4550 +00 ='m! I c o j i /64i " r m rR• I I„ i II �0 oa O lox I ` 7m �1 v / n p 4 z Fom �m�s m'-1 0 j gym!. w t jmoi M t o �P I p t^ ! fl y INSTALL 80 50' OF 18' BCCMP w/2 FES 1` �I "e / ' ;!INSTALL 87 50' OF 54' BCCMP w/2 FES INLET 4544 +85 19.94 12' LT, IE =91.13 I„ j I j INLET. 4545 +40 00, 40 83' LT, IE=88 48 OUTLET 4545 +61 58, 47 WILT, IE =88 68 OUTLET: 4544 +35 00, 40 82' LT, IE=88 16 4545 +00 INSTALL 85 00' OF 18' BCCMP wl2 FES\ INLET 4544 +64 34,96 5711T, IE 691 13 OUTLET 4545 +44 00, 47.00' LT. IE =88 51 n Oo �z% me mi II \c> o n z / •�mz �9� I�rI, X Im_F MC �m z0 4 �!� Isom ❑ o m° mp + I ypmimo`np / -ii<mm. wI IIj I nz oxjGv + pm �� III " ° r. O z�° n� v =IZ!ty $e pc° s II I o p�mpv II ti il m I <D° y m !Nm O 0 m II I ! z i x p jj I 10 zx p III F� i yl II mY II II II 11 i L5 ! 45440 x II I ! II j i II ja II F I II I I x it j� i II j i I I II j II jg i II I i II la I I I j II i I I zm�+•, I 1 x emu, Ij I - i 4535 +00 Mm II I; I Fn- m I tia II ( Im ! om ox ra X; � I j O or, G)x 1 mti � II r ! II Ij� II 11j ! it ii I i it ! ! ii i� a _II II Ig � m mmN II I" ! 4530 +00 m 02,+ x II I i X 2� ` I I ! o O II Ig ! o a mmm mm� II I i m�C� rn ! II I ! Z i II i C7 i a CHLINE 4527+ 0 Q) n ELEVATION x M O O d) CD Q' ' ^. V/ 7 U3 r4sob o �a 3 M NNDI1�-- p m gg�".K$Qs I I" IN 15' G. I I t 4 9 i I I II IG Gl II I I II II e 11 I I it 811 rG � Gt IIII I III g' Itl, � 11 I G I 61 II I I II ' § II i6 I 61� a § II II 16 I 6 it I III II6 § Ili II I I 6i I II'�I I III I6 $_fri�.. III j § II I6 I i II I 6I � n 6 ii I li II 14I j 9I I I6 j )II II I III I I ' II I6 II � i II I j II III i I I 9f i II II i II I it I6 m 0 r ° z, II I6 9L II I II I s Ir I6 I ii I I r f II II I III I ' I 9 II IG II i II fI 6 I g II IG i II I 9 I i III II i II I 6 II I 9 1 II I i I i ii I G; I gll I6 m�i m 9 - •4578+77 f ; iii II i ,off + 10761 > *+ I 71 P mm I I p I o ;II i i III iG mma i I NI EL =107 56 p 2 71 PVI v 10782 I EL-1 L =107 44 0 0 °+° 10742 p I 4577 +67 71 PVC I EL =107 38 p � 10776 I I I I-- + o 10731 I el ° J 4761 I I I I 4575 +6953 PVT - o ° I EL =107 18 I Np748 I I 4575 +04 53 PVI 6,- + to7 oa I I EL =107 09 - o �I I > L-28 H I _ 4574 +19 53 PVC EL= 10fi.85 + INN -- p I - I ° m•I A w O ° 27D2 108 52 I A I I_ I I + o 10624 a + o /W37 T,05 go I - -• I I of �I I -- A I I I I ++ o � 10568 - A ' I I + 0577 10540 I I ° I I 4568 +29 53 PVT EL =10520 m ++ p5.g9 105.11 I I -- ° 0 I I I I z ° 4567 +29.53 PVI b o N ++ I' I EL= 104.92 o 104 75 �11 I I N m 4566 +29 53 PVC EL =10444 D m 10471 0 10430 .- Z 0 I °xl m 0416 ' + 10362 z I 4564 +79 53 PVT - - o EL =103 72 I I 4564 +29 53 PVI °o 4a EL =103 48 rn /0777 - I � i 103 38 I 4563 +79 53 PVC ~ °o I EL= 103.28 I o m N329 I I I I O o 10296 I I A II ° S! ,6256 I I I I e � a A I I o rn m 8249 I I - QR ti y + ° 10216 I I o 22DS ... I Cc, a v o0 °• (7 rr Lofm D' + 10136 x nag Z A I I A f qov m 4A2J I I £`o N 100.96 I I �� L e$ O N WB4 10056 I -I >� 0 rn L0052 I 1 Y 2 ✓D T r = c too to i 4555 +77 03 PVT , o I EL =100 07 m N 100!1 - A _ N 99.73 p I °O I 4554+67 03 PVI o m EL--99 63 00 7 _ � A 4€ n H ^ A 9921 --� I -- 0 0 o c� +° 99 z1 4553 +57.03 PVC p 2 Z c EL =9895 n a � W 99rn _ ELEVATION x M O O d) CD Q' ' ^. V/ 7 U3 r4sob o �a 3 M NNDI1�-- p m gg�".K$Qs I I" IN 15' G. I I t 4 9 i I I II IG Gl II I I II II e 11 I I it 811 rG � Gt IIII I III g' Itl, � 11 I G I 61 II I I II ' § II i6 I 61� a § II II 16 I 6 it I III II6 § Ili II I I 6i I II'�I I III I6 $_fri�.. III j § II I6 I i II I 6I � n 6 ii I li II 14I j 9I I I6 j )II II I III I I ' II I6 II � i II I j II III i I I 9f i II II i II I it I6 m 0 r ° z, II I6 9L II I II I s Ir I6 I ii I I r f II II I III I ' I 9 II IG II i II fI 6 I g II IG i II I 9 I i III II i II I 6 II I 9 1 II I i �m yy 0 0 6 O 0 4575 +00 4570 +00 4565 +00 4560 +00 n z m T o O_ i O 4555 +00 g Z O S 00 x CZ) n I i ii I G; I gll I6 m�i - f ; iii II i ,off > *+ mm I I p I ;II i i III iG mma i �m yy 0 0 6 O 0 4575 +00 4570 +00 4565 +00 4560 +00 n z m T o O_ i O 4555 +00 g Z O S 00 x CZ) n R Ic R z ii� I rn ! Io �l o nF I � ELEVATION I I lO O O O O O / \\ \J 1 �' \ Jt �`•\.\ W -v vl N i a0e O m x O W CO \'\ \ \boo R r Z> 13 +0000 O \Z2 D \ A Z _ X a p \. \ I 11+35.93 PVI �' O EL =95.15 10 +94.98 PVI Z EL =95.03 11+0L6=5.9L=8 95V C 10+82 98 PVC b)o X Ln 10 +82.60 PVI a O ° EL =95.16 `° zoo IR boo * o + m- �• �� m . \•\ +000 C) Ul >O ADS\ '< < mo n D Ko \ C7 � 0 Zy co ti p x G C O CO M co mil• ` +g� O O O O _ C ELEVATION R � 1 O m R m ® n n R � H I 2S Z n n R 1 03 T O m m I E v ^ = o cn S° v T A =0 n 8 °a0 � u n Q 0 O C s 8 D =0 g' z R o o Li my n 0 a Do c� T s° z Z ti o O Z � n a $ v zo i of n R N � � O 8 I n z m z 0 O Z y O 2 n 0 n 1 gf €ea � ®e m� @ slo 4 a ; �$9 €moo �oz gg a` y� 2 a� y0 0 � m 0 H � O 2� m 0 a h m n Z T Z 0 n 0 Z m O a Z n x 0 a ro o ^n a• y m cn w as `" z a e. 9 � 7 m y a ro a z z oy �, n� ? �_ oA �° �w N ]°°, Rte' rt C7 o70 0.d 'o w °g m a. -- m y •, � m n ro o0 0 OD n w na M b 'd m ,-, 7,� (n �, �, �n-j O C) >Z O� ci > m> w m mm Z o^» rpom s C7 C) Y �� Pd 7 FT rD n� w aq r-r c' GCi dw,t DD ° a n S. x.=vC r Z C7 m.. a4 ro �D v� o rho ° a ° rho ° m n ny xm 00 u r Ln rng rn MZ a yz 0 d ^o ti <. moo ° a � j rM N no u7 �. w 0 E N VJ m� � z Dj-7m Z Z ® l7 m Al 7'� m;" a w w- 7 ,� yXr Z-5 Z Cn N 0 to n m C3 O n Y m p' p a Q a m CJ m n Z«l 0 y Clx D w O 7p T Z f 7 A c s p m �� O t7i � 9 m r r - n —11 Z m aro A» ° w 7 o w m O i 0 p N iJi .�. .Q T ' O n O w n0 �xz .-1 r� O R7 r) 1+ �V O N O m O T T �• A. �. xn. y �, v n m q G. a 0 0 _j Oc) > -9 d.~+ z� �_o O 00 m ' * �i i �Z/� C • _ _ T T C 8 Q M w z c -3 °7 zr�' iii d d a� a° 2 o D Z n o w C)aU O n �� aMTZT e " 9 'T3 o 0 m 0. >C)m w p) Z� o 1T2 02DA C T y rt m ti A n ��V7 `�O� -1 iY () da, a, 7 =`O° a UOd r O G).4 U) o0 ooG1�� croi[xC7 r) Yw =DZ s � C) U = z�.; n I >� Z W p Or- a 0 s Z n 1 ° 5 m Av— ` 42 I x Ind a ' rn Y n = - m° Q �m •• m m -n _ x = �yOr . Im m .°..m A D ~ Z x700 » a 42' 4- _ A 2 � p Z n m O IA W-va Z ro 0 n O y =Z o P C� i o � 4T 42.. G7 O I z N C) v �_ " <'y D ZO m ao? x ND E n z 00 O � Z 1\ \ / �w � iq m N n m w a� � d y oo � ¢•v C.- ml�l °° F= n "m m 0 ° m G1 _ n Z T Z 0 n 0 Z m O a Z n x 0 O a°a NORTH BESTON ROAD away gg3 �4b An � C 'ELF C yG� �a ,�aoa o m o m qF °O" �R COUNTY LINE ROAD ems m nI m� y mF = oA m miv O m4 m p F� m BEAR CREEK I Ali �x 4R o� Z 0 =v S g D O e I9 2Z E3 D € o go i $ G$ a= p c O N om g > yZ cl o m OO = y0ZL1m T� tiv1DA0 o ri fmiin�D�A mnyiC n 00 D OOnOZ '� O y� O 3 DALl0 v3 93�xz D im °c ymm q m+ "o mmrv"A T �?zczi� a z D z m °om< Om m <ov, C) m°m.m mypcm C n M fn?Am- m0 Z g i Dm DmA ->Mm0 m a mm-�y0 zymAm m�czicDi� �moz° �c T 3 h pymm mm o"v, O 3 � 0 47 mm zQ�FO y mONL1 •m •" 3 °N U a L T Z y _ <~ZOyVyy_O O 2mD o ADr2DN -6mo," yiOmA< D 0mD Vm2 0Z OOrr Dmrzc Vzo, mm A m Ammo2 �m m�rz_ M. 0 q m Z 3Z n 7 A_m A 8 n ° mo—Z GmnpO •`"oo i OtimO-i oz>ZSME vE� 2 O m�0 A0000 x m p D A A wo, N Om x O m o I � 7D P1 41 41 8'8 ED orEm is d ' se °eEsbe ° ° cn °rFa, arEVZ� 0 W .P ° cn ° O O IF 1, ee O O Evz,s O Es,> .��,— O Eiii:< O Eiii ;u 33 O mu �3 N ° .'e`er m O �m A by A OEFL68 e5 o OEE11101 o E,m , '° \ III. IF 4 \ 4 \ ♦ �:.�.:, � -- ♦ �- °;: -�� <� ♦ �-;.;: -� — C � m Win,: — }O �o:,::�.; — s° C ,bo C.IF EEisw O O Ell — -< _ < - z 8. �44 o0 N - a- ° -- - el NN o o ° Fe m:a bl Z CJ1 ° Cn U1 rn x cn M ^ 77f m m My O EL- CD O Fvs. O sp O °ifse CD O O °EE„e . s` O m 33 °3 N i &T $£§ g ° O i p F-11 F— Ell, Ein Or V1 V, ' V, - V, - Ln ., ° ° E,�°� o e O ,e O s O EL111 O Cep QQ 11 IQ x o o ° ° o ° ° ° o o ° o 8° D s Z �0 z o 2� g ;ozz r m o EnO� G7 r Ln n o O ° Eye, - - - -- m- �o 0E a n N N < = S2 – m ° ;R i£ �R R E y2 0 ji- = 0 2 3" a� + o � h an c, a o I N x P 0 x n Z m Z 0 c� 0 c z y O Z7 2 a x O n ° FIT - E;a� aFFm E r �,� EFFa ��a z °`E;°t a < • -°Ffl aIII 0nL, 6. o ! - - °FE[ iii - - °EE, °w1II 6 41 I 44 OFF, , 1 °° IF IF E a a �, a, EL" ° mx ° IF ° ° cn ° NLao s °`E 9w11 IF F,ad, N a/ N y s ,v e11 ` N OD s ,a/ ,91 N CO g as M( °fE IB 56 80` + aal + ]0\ 0 OFF 31 CD .11 31. FFIbE 0 0 C I� a w.+-r —' I��,ws +•m.: — IF o 1[ I��adww�� : — OFF �� a M w - o � � -.:� „'— -= -o ? F , ss ° ms ° 250 = __ = 2s0 • °rEe oo S. a4z o s IF ;4. s o mo ie °FR Igjl -. o L °F[L E'l - I '� E aJ T . /.: 0 �l 0 ° o / o / Er <za, ELF, °`EL9;a E �' CA o o i U1 0 CA 0 / W / W „/ W W .E� °FEL9]ral- W /. °`ELR<i9( O k E.,vI - , b E ,al r j �1i A - ELE_1 - �+A� C4 o A ~ } - I, 1 TO Nl TO /oF sa` :e� +i n� O OFF E!M - -- EELasit ELeS jr °ESM� °Ct 550°a ° QLBB ".E., ° E1.1 1 ER ga _ E. ES c, Yv - I 2 • p OFF °EE, °tp1 - °EC 6{1 t rt °Et, 1]51 o Fl OEEt faa' .IF 14 IF "l ELI - „ - - 011.2 OFF 31 OFF 90 IF -EO 11 / o oFF`.LBasl /4� V ,"ll1( ftCA 1 1�.1 6 -- aess°e( - + °`E-5 +� l —E1 + o`eiMZel ,ELer - 0 p FLae O , EL - F.I. 0 F— � -- FLEE 0 FLM OFF mm OF n Z m Z 0 c� 0 c z y O Z7 2 a x O n � N 2 I x �° z 0 a Cl) z H O x a 0 n Sao \mom ll 31 ° Ell 11 .. _ f90 ]9I .. 70 \ \ • - -OED , °I, ,.� ELI a�q iejl / B / ZJ °FE[ea pp 6i5e _� E�sO/ . •- Era% a, .,s;� � a, � CD g °` €� 5561 p ° A. BB,B p ° BBB„ p w o,E� , Ell o O ° O EFI� O EBB O E[4;� 11 S ED m a my a Ill. 4 o 81 OFF E v B, oIE -,a rs N Ul ° `E4:1B / EL „.r ,91. N , I W ' ° °E 9l a G31 sv' O BI a; BB„I a Ell p { p B, OFF O O O Ell O E[.,. C m ED x m N m z 0 ti < O O ° 0 0 o O O o O o 0 O o o O 0 o 0 0 o O o o O O o m 0 `EiNa - o E ° ELSS i6 o °F[[?a e0 - E[ - oEEll, av oSOOe� f[ EL9 „=( �I;stI CIFI `?5,05 y A- e[ z - ° ezi< E[Bi EC •__ ° ..• eg CA cn � Co es O ° °ES0„ O °E9;� O °,E.a° O O O O O p O O EF- O EL BB mooa < Ka < < D < 7z OFF N E-1.3 C Ellll� / 0' E.BB, „S,r I �i E,s.b'� E s»dl wsS� EPA S \ � ; l CA CA OF, m0� CA � W ° QE PEFa;: s, eNx n o o0y� n =o T 3�0 - 3�0 ... -- �' - - __• 3no .. 3c,0 - .- � N 2 I x �° z 0 a Cl) z H O x a 0 n o N a � x n z m Z O 'x O Z H Z a a O a o� ° T m_ E N 2° LI ) EL, / / o F , / °FF „s E<,,,° / <,wE/ OFF Lss I, ELSE a` °ftlFE`'f°fi aFELae591\\ °FElae ea\ Fklz ni\ ° °ii OFE- BeA ° bFH.n - L55 - OD + wu•wsr— - rnwn.ro r q.uF,etn mmr m,r z+nmsr- ° OEL.m EL�, sa W9 EL, °° '�'^^ '�'^^ '�'^^ - - - v1 - - - - - - - - - ¢° CD N CI FLF, a ..... + E + .1 , °Est ° 1 E g, I L 0 ” I FFS% 0 FF 5� E ' I - jy / /• / ° 8. 'L - -1 n. W!] ' ' ' -- -- - - C�F1t01® - -' - ELtot 12 _ dm° o —i dD° ono nno md°o -o `oo e� mo PEL,o9 xN P "o OFF.— FF—I a� y / / °FEwew�- OFEL'ss y E b se o o bFELasiiil EL,°0 Ei `' EI;." °eLin sa l\ ° ei °FESS°e I' OFF ss\ r N EL,W qw. >,mat up EL, 0118 mvanorn- • Etta, grun�n- El, , W ury s.,wa�- ° EL , e;. 77. 1.- A A CA /Ln� + E °a sa z Z p O O O O m N O ti O o I I O o O o O o O = m I m Z O p l o n3 tag of �n 3'� mm 0 n °eL,anfiO aFF s°a fL,°,z EL, eo °ELIOI Je °fEi,aeai F EL°sa 1, t°°in/ Ao °Il,`vo I - o troiii . Lt°iol S = o grol grgl °o<s` seal , TD n� EF, °ia. uaoee ° °g EroS OF E ;,z at ° A O � � � c , VO o v --4 -4 O N \\ \eu yCD XD \ tlL,II nr l ad11 l -- v < gmo o mqo�° ELt°0 t9 E1,089E ti O a^ - FRg Ny ti = < < < < < o N a � x n z m Z O 'x O Z H Z a a O a �nao v z p 2 y � � H 'z o y � �n c� a 2 � y i X n Z T r Z O `x O Z H O a 2 n a O n • T'� � O OFe bzW ElIC6a / n'� � ° OE1toi� yy nr F11 Bz B OE1,oi lv FF av O L, Qi iyl - - . b L,aLS^il ll\ - OF -f oip� IFtm OFF, isY 41 e ` �+BQ SQL ?i\ - on \ ELFq"B. , Etide v ELIw -- -' ° ELIM]e It ° EL,m EL 1 �^ — __ —_.0 _— - -• � O -- — __ —_tea — __ —_er - ��� c, '�'^^ V I '�'^^ V I c I W Into CJl IB �ItanaS 1 ELFI05 ai + ^ -, - + p + \ + TO C O \\ O 0 O O - - l : `\` O O - 0 oEilii odl - -; \B\J OFr ie asl: o - \Q\� OFi,ie xl \Q\� beLi ie wl o \nod OEL ie ^sl r i r r i ° QFFB BB E IIB� i, drFBBQB ELI ° s EL° B� / i9 - ELt�]e3 •' EL105 C9 OE1h0551 - E"M2 - ELimM •- _ _ _ ° oELIQIp d1' >I Q _ <11 EL toz >BV Pi� <11 ^^ Llox.pe� dt YS E EL mte A o i ai Es l` Q] ]1I Y' -me E. 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