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HomeMy WebLinkAbout20190564 Ver 1_401 Application_20190426F ATC Associates of North Carolina. PC TO: TRANSMITTAL NC DWR, 401 & Buffer Permitting Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Phone 919-807-6303 Fax Phone IRM IREMARKS. ❑ Urgent PAID Date: 04-09-19 20190564 FROM: Benjamin V. Wilson, P.E. ATC Associates of North Carolina, PC 2725 E. Millbrook Rd. Suite 121 Raleigh, NC 27604 ben milson(a)atcassociates.com Phone 919- 871-0999 Fax 919- 871-0335 Cell # 919- 697-5446 ❑ For your review ❑ Reply ASAP ❑ Please Comment ENCLOSURES: 4 COPIES ELON COLLEGE LANDFILL REMEDIATION PLANS AND PCN WITH WETLANDS AND STREAM RPT — AND DETERMINATION -- PCN REVIEW FEE CHECK $240.00 MESSAGE: ENCLOSED ARE THE PCN APPLICATION WITH SUPPORTING DOCUMENTS Call or email if you have any questions. Thanks. Ben Wilson GEOTECHNICAL CONSTRUCTION MATERIALS ENVIRONMENTAL O�OF W A TF9OG Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes X❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification — Regular ❑on -404 Jurisdictional General Permit El 401 Water Quality Certification — Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ YesX❑ 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. ❑ YesX❑ No Ig. 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)? ❑ YesX❑ No 2. Project Information 2a. Name of project: Elon College Landfill 2b: County: Alamance 2c. Nearest municipality / town: Elon College 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: NA 3. Owner Information 3a. Name(s) on Recorded Deed: Oakley, Gary M. Sr and Pamela 3b. Deed Book and Page No. DB 789 PG 848 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3016 Amick Road 3e. City, state, zip: Elon, NC 27244 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: . ❑ AgentX❑ Other, specify: 4b. Name: David Kwiatkowski 4c. Business name (if applicable): NCDEQ - Preregulatory Landfill Unit NCDEQ 4d. Street address: 1646 Mail Service Center -'21-7 West Jones Street 4e. City, state, zip: Raleigh, NC 27699-1642 4f. Telephone no.: 919-707-8230 4g. Fax no.: 4h. Email address: david.kwiatkowski@ncdenr.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Ben Wilson 5b. Business name (if applicable): ATC Group services, LLC 5c. Street address: 2725 East Millbrook Road Suite 121 5d. City, state, zip: Raleigh, NC 27604 5e. Telephone no.: 919-871-0999 5f. Fax no.: 737-207-8261 5g. Email address: ben.wilson@atcgs.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 8846-75-0714 1b. Site coordinates (in decimal degrees): Latitude: 36.126109 Longitude: 79.518394 1c. Property size: 11.35 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Travis Creek 2b. Water Quality Classification of nearest receiving water: WS -V (upstream water supply) NSW(nutrient sensitive) 2c. River basin: Haw River Jordan Lake 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 site is currently wooded with cleared areas with brush in the old landfill area. The landfill area is at the back of the site and extends all the way to the Travis Creek banks. The banks of Travis Creek are wooded with underbrush. 3b. List the total estimated acreage of all existing wetlands on the property: 01 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: To regrade the landfill area, provide a clay cover, and provide permanent ground cover to stabilize the site. 3e. Describe the overall project in detail, including the type of equipment to be used: Plans and specifications are attached. The site will be graded using conventional earth moving equipment. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property 1 project(including all priorphases) in thepast? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ' ❑ PreliminaryX❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): David Bailey Agency/Consultant Company: ATC - Ben Wilson Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. December 20, 2016 - attached 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. Page 3 of 10 . PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary la. Which sections were completed below for your project (check all that apply):' ❑ Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary 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 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 2h. Comments: No wetlands will be affected only the north bank of Travis Creek will be lined. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. Stream impact Type of impact Stream name Perennial (PER) or Type of number intermittent (INT)? jurisdiction_ Permanent (P) or Temporary (T) 3f. Average. stream , width (feet) 3g. Impact length (linear feet) S1 P Stabilization TRAVIS CREEK PER -Both 0 177 S2 - Choose one - - S3 - Choose one S4 - Choose one - S5 - Choose one - - S6 - Choose one - - 3h. Total stream and tributary impacts 177 3i. Comments: The north bank of Travis Creek will be stabilized with gablons to the elevations and extent shown on the plans to protect the embankment from erosive stream flow. The area above will be regraded and stabilized to protect the landfill area. 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 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, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) 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: 51. 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? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman X❑ Othenjordan 6b. Buffer Impact number— Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer, mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 P Landfill Stabilization Travis Creek No 8,420 6,630 B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 8,420 6,630 6i. Comments: Temporary impacts to the buffer will include bank stabilization with gabions and regrading and vegetative stabilization of the buffers to protect the landfill area. Page 5of10 - D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The landfill remediation will have an aggressive erosion control plan. In addition only those areas that have landfill waste as well as the minimum access required will be utilized. All access roads and construction pathways will be in the interior of the graded area. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All construction on the Travis Creek banks will be from the top down thus minimizing Impacts to the creek itself. All access and construction roads to the creek will be on the interior of the construction area to minimize clearing as well as sedimentation. Vegetation will be left as long as possible and sediment controls will be immediately added when vegetation is cleared. 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? ❑ Yes ❑R No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c If yes, project? which mitigation option will be used for this ❑ Mitigation bank ❑Payment to in -lieu fee`program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: '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 buffer mitigation? ❑ YesXQ No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to,protected riparian buffers identified ❑ Yes ❑R No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan •2a. What is the overall percent imperviousness of this project? 0 2b. Does this project require a Stormwater Management Plan? ❑ Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The site will be graded and then vegetation will be reestablished. The final state of the site will have 0% impervious area. 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 localgovernment's jurisdiction is thisproject? ❑ Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ 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): []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) la. Does the project involve an expenditure of public (federal/state/local) funds or the Yes ❑ No use of public (federal/state) land? 1b. 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 El Yes E9 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 ❑ Yes ❑ No letter.) 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 26.0200)? 2b. Is this an after -the -fact permit application? El 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? 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 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 ❑ YesX❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? North Carolina Natural Heritage Program and US Fish and Wildlife Data Base 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? US Fish and Wildlife EFH Mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? None - site visit only 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: After the project plans and specifications are approved a CLOMR will be prepared to account for the small change in the FEMA flood elevations and fl000dway. 8c. What source(s) did you use to make the floodplain determination? FEMA computer files evaluated by FEMA consultant Benjamin V. Wilson, PE Applicant/Agent's Printed Name Date A' icant/Agent's Signature (Agent's nature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 Elon College Landfill PCN -Attachments 1. 401 and Buffer Permitting PCN'Submittal Checklist 2. Landowner Authorization Letters. (2) 3. COE Wetlands Determination 12-20-16 4. NCDWQ Stream Determination 12-12-16,' 5. ATC Wetlands Stream Report Excerpt 11-16-16 with Location Map, USGS Map County Soils Map etc. 6. Elon College Landfill Plans (12 Sheets) Version 1.4 January 9, 2009 401 & Buffer Permitting PCN Submittal Checklist [[�]� The application fee (Checks may be made out to "N.C. Division of Water Resources" 24 or 401 Water Quality Certification with minor impacts $570.00 for 401 Water Quality Certification with major impacts Express Review Fee (Amount requested on Acceptance Letter) [[]Four (4) complete and collated copies of the PCN Application and supporting documentation (instead of providing 4 copies of the full size plans you may provide two copies of full size plans along with two copies of 11 X 1 lans) ❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E) 1) Please provide three (3) copies of the stormwater management plans along with all IvAr supporting information pertaining to this project including the following: a. Entire site development/layout plans delineating all drainage areas; b. Design calculation sheets for all proposed BMP(s) sized for both on-site and off-site drainage; c. BMP supplements for each proposed BMP and Required Items Check List (http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items; d. A Notarized Operation & Maintenance Agreement for each stormwater management facility; e. Detailed construction drawing sheets shall include (i) Erosion and sediment control plans; (ii) Installation and planting schedules for the proposed BMPs; (iii) Appropriately scaled plan views and cross sectional details of all BMPs and associated components — inlet and outlet structures, forebay, respective zones and pertinent elevations. [� If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along with site plans and PCN form: 0 t 1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to http://portal.ncdenr.org/web/Ir/bmp-manual). ❑� DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands or streams (if applicable). The following is the most critical of all the information that you must provide. The quality and detail of the information will often determine the expeditiousness of the review. The following is a checklist of the types of pertinent information required at a minimum: Maps and Plans: 10 6JE'r h,►J0J 4 S�-�4pKt,J •r•) [Y The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or delineate the site boundaries on the topographic map. 2"" The most recent version of the bound and published County NRCS Soil Survey Map - (required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman Lake Watershed and the Catawba River Basin, also recommended for all projects) - Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures any of the features, it is recommended that a clean copy be provided. Copies of the Version 1.4 January 9, 2009 current soil survey and/or soil survey map sheets can be obtained from the local NRCS County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable. Vicinity map - Please clearly mark the location and approximate boundaries of the property and project on the map. Please indicate north arrow and scale. Please include applicable road names or State Road numbers. P/The Site Plan - The most critical map to be provided is the site plan. You must provide full sized plans. The following is the minimum list of plans that are typically needed. [Pre-construction/Pre-existing conditions - This sheet (or sheets) must include: • All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Topographic contours with elevations • Any existing structures and impervious areas • Existing utility lines and easements • Existing roads, culverts, and other pertinent features • North arrow and the scale (1":50' scale is recommended). [�Proposed conditions - This sheet (or sheets) must include: • All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Lot layout (if a subdivision or commercial development is proposed) - lots must be developable without further impacts to iurisdictional and non -jurisdictional wetlands streams, water features, and State regulated buffers Building envelopes must be provided when streams, wetlands, riparian buffers, or water features exist on a lot • All built -out structures and impervious cover • Final grading contours with elevations • All utilities and easements (including septic fields on all lots within 100 feet of stream, wetland, or water features - if applicable) • Impacted areas — these should correspond with the Impact numbers listed on your PCN form. Drainage Plans - Final drainage plans must include the following: • Locations and pertinent elevations and sizes of the stormwater collection system and drainage ways • All inlets and outlets must also be shown with pertinent elevations (All outlets to wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak flow from the 10 -yr storm) • Scaled stormwater BMPs must also be indicated as required by DWR rules and policies • In certain cases (see Section E of PCN form), final stormwater management plans must also be provided (see Stormwater Management Plan Checklist) [Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream, water features, and State regulated buffers must be shown and labeled on the site plans at a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water features, and State regulated buffers must be indicated. Please provide cross sectional details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48 inches, and 1 -foot for culverts > 48 inches). Version 1.4 January 9, 2009 Wetland Impacts: Precise grading and final elevation contours must be provided. Existing vegetation and any clearing must be specified. ❑ WWI subsurface utility lines must indicate the location of anti -seep collars. Construction detail for anti -seep collars must be provided. ❑ V6"Roadway or other crossings of riparian wetlands may require floodway culverts to maintain existing hydrological conditions. Plans should show that the hydrology of remaining wetlands on the site will be maintained. Stream Impacts: Stream impacts must be clearly shown on the plans. The centerline as well as the banks of the stream must be surveyed or located by GPS for the portion of the stream to be impacted. ❑ A/a The inlet and the outlet of all culverts should be aligned with the stream as much as possible. Inlet and outlet elevations and streambed elevations should be indicated. Any inlet or outlet protection must be shown and enumerated on the impact map(s). ❑ ,JA For bottomless culverts or other spans, a vertical cross section should be provided that shows the minimum distance from each span to each stream bank, the stream cross section, the height of the span above the stream and the minimum distance from the edge of each footer to each stream bank. Additionally, please provide a signed and sealed geotechnical report of subsurface soils at the proposed bottomless culvert location. The report must comply with the Division of Highways — Guidelines for Drainage Studies and Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer - 1999. ❑ NA Multiple culverts or sectioned box culverts typically require the use of sills, off- setting or other means to match the cross section of the existing stream (in order to maintain stream stability and provide aquatic life passage). A vertical cross section of the culverts should be shown overlain with the up and downstream stream cross section including the stream flood -prone area. ❑' Impacts associated with dam construction must indicate and enumerate all fill associated with the dam footprint, spillway and any bank stream bank stabilization. The length of stream impounded must also be indicated and enumerated. Waste Management ENVIRONMENTAL QUALITY Paul and Lisa Helms PIN # 8846753143 Elon, Alamance County, NC PAT MCCRORY Goreruor DONALD R. VAN DER VAART Sec vltvi- ELON COLLEGE LANDFILL — AMICK RD. NONCD0000730 I/We own the above referenced property. MICHAEL SCOTT Acting Director 1/We hereby grant permission to the State and the State's representatives access to my/our property to conduct remedial activities to protect public health and the environment from hazards that resulted from past operations of a landfill that ceased operation prior to January 1, 1983. I/We agree to concurrently record a Plat Noticemd a %Decllaraation of Perpetual LaO Use Restrictions. Signed �a ka Name (Print) Return to: David P. Kwiatkowski, Hydrogeologist Division of Waste Management NC Department of Environmental Quality 1646 Mail Service Center Raleigh, NC 27699-1646 RECEIVED JAN 0 4 2w Superfund Section State of North Carolina Environmental Quality Waste Management 1646 Mail Service Center 1 217 West Jones Street I Raleigh. NC 27699-1646 919 707 8200 Telephone Waste Management ENVIRONMENTAL QUALITY Gary and Pamela Oakley PIN # 8846750714 Elon, Alamance County, NC PAT MCCRORY Governor DONALD R. VAN DER VAART SeV CIOI'I" ELON COLLEGE LANDFILL — AMICK RD. NONCD0000730 UWe own the above referenced property. MICHAEL SCOTT .4 t fkv Director I/We hereby grant permission to the State and the State's representatives access to my/our property to conduct remedial activities to protect public health and the environment from hazards that resulted from past operations of a landfill that ceased operation prior to January 1, 1983. I/We agree to concurrently record a Plat NoticeAnd a Declaration of Perpetual LanLUse Restrictions. Signed 6 M 0-z Name (Print) Date /Z. $011(e Return to. David P. Kwiatkowski, Hydrogeologist Division of Waste Management NC Department of Environmental Quality 1646 Mail Service Center Raleigh, NC 27699-1646 L . d',k,1, RECEIVED JAN 0 4 2017 Superfund Section State of North Carolina Environmental Quality I Waste Management 1646 Mail Service Center 1 217 West Jones Street I Raleigh, NC 27699-1646 919 707 8200 Telephone U.S. ARMY CORPS OF ENGINEERS 'WILMINGTON DISTRICT ' Action Id. SAW -2016-02022 County: Alamance U.S.G.S. Quad: NC-OSSIPEE NOTIFICATION, OF JURISDICTIONAL DETERMINATION Applicant: NCDEO - DWM attn: David P. Kwiatkowski . Address: 1646 Mail Service Center Raleigh, NC 27699-1646 Size (acres) 11.016 Nearest Waterway UT to Travis Creek USGS HUC 03030002 Nearest Town Elon River Basin Cane Fear Coordinates 36.1276190 N. -79.5180410 W Location description: The proiect area is located on the south side of Amick Road, approximately 0.6 mile east of its intersection with Gibsonville Ossipee Road, in Mon, Alamance Count*; North Carolina. Indicate Which of the Following Anply: A. Preliminary Determination There are waters on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters have been . delineated,_and the delineation has been verified by the Corps to beffr suciently:accurate and reliable. Therefore this preliminary jurisdiction_ determination maybe used in the permit. evaluation process, including determining compensatory mitigation. For purposes_ of computation of impacts, compensatory mitigation requirements; and, other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would ,be affected in any way by the permitted activity on the'site as, if they are jurisdictional waters of the .U.S. This preliminary determination is not an appealable -action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you -may request an approved JD, which is an appealable action, by'contacting the,Corps district for further instruction. r _ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters have not, been properly delineated, this.preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland"delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction overall of the waters at the project area; which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have.the waters of the U.S: on your property delineated. As the Corps may not be able to accomplish this wetland delineation in dtimely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination _ There are Navigable Waters of the United States'within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean -Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to. exceed five years from the. date of this notification. X There are waters of the U.S., including wetlands, on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be -able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. XX The waters of the U.S., including wetlands, on the above described property' have been delineated and the delineation has been verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon completion. Once verified, this survey will provide an accurate depiction of all areas subject Page 1 of 2 to CWA and/or RHA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . ..Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to'exceed five years' from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described project area which are subject tq the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there. is a change in the law or our published regulations, this determination may be relied upon for a period riot to exceed five years from the date of this notification. The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the'Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to. determine their requirements. Placement of dredged or fill material.within waters of -the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact David Bailey at (919) 554-4884 X 30 or David.E.Bailey2Ousace.army.mil. C. Basis For Determination ' The pro!ect area exhibits water bodies.with bed and banks and indicators of ordinary high water marks - including clear, natural line impressed on the bank, chanties insoil character, vegetation matted down; bent, or absent, leaf litter disturbed or washed away, sediment deposition, the presence of wrack •line and sediment sorting - and wetland criteria as defined in the "Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 20):1. The water bodies on the site include Travis Creels and an unnamed tributary (UT) to Travis Creels - both Relatively Permanent Waters (RPWs)'that flow via Travis Creek (RPW) to the Haw River, a Traditionally Navigable Water —.and abutting wetlands. This determination is based a site visit and verification by David E. Bailey (USACE) on 10/5/2016. The full Basis for Determination is described on the "Approved Jurisdictional Determination Form" in the Administrative Record. D. Remarks The waters of the US within the •Proiect Area were flagged by ATC Associates of N.C., P.C., with changes made in the field by David E. Bailey (USACE) and are approximated on the attached map labeled "Elon College LDFL." E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified, wetland determination from the local office of.the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This,correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW; Room 1OM15 Atlanta; Georgia 30303-8801 N In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR"pail 33 1.5, and that it has`been received by the Division Office within 60 days of the date of the NAP, Should you decide to submit an RFA form, it must be received at the above address by February 18, 2017.., **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** Digitally signed by DAILEY.DAVID.E.1379283736 DN: c=US, o --U.S. Government ou=DoD, ou=PKI, ou=USA, cn=8AlLEY.DAVID.E,1379283736 Corps Regulatory Official: Date:2016.12.2007:46:32-05.00• Date: December 20, 2016 Expiration Date: December 20, 2021 The Wilmington District is committed to providing the highest level' of support.to the public. To help us enure we continue to do so, please complete our Customer Satisfaction'Survey, located'online of littp://corpsmapu.usace.army.mil/cm apex/f?p 136:4:0. Copy furnished: Sue Homewood, NCDEQ. DWR, 450 W. Hanes -Mill Rd, Suite 300, WinstonsSalemiNC;27105,...... _:... enlamrri`zV Walson;i?E;AO G_.Group Se►vices=Ll;C-2725 E IVlillbrook Road, Surte=1<21>, Raleg;Gy27f04 O Applicant: NC Division of Waste Mana ementFile Number: SAW -2016-02022 Date: December 20 2016 Attached is: See Section below ❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A ❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B ❑ PERMIT DENIAL C ® APPROVED JURISDICTIONAL DETERMINATION i D ❑ PRELIMINARY JURISDICTIONAL DETERMINATION E FSECTIwITe follovyrfigadentrfies;yoruYightsand optronsiegaidmg ari;admmrsttahyeppeal ofttire aoe decis>on: { Acictitronal rnoi=inatroir�rUe foundkathttp //wui=wt�sae�armv ii%i1/11"sslons/Cr��lorks/Reutilatar}x'rogramandPermrts aspx ori tilatrons�at�3£G1aR�'�arr�33}l� A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also,you may provide new information for further consideration by the Corps to reevaluate the JD. '-i g _ - Yi2x 4 t RIV1 LT •mow I T lir "or�OBJEC.Ts O S�'T AN•iNi Q ° .,FE REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. " 'POIN: - If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District' Engineer, Wilmington Regulatory Division Mr. Jason Steele, Administrative Appeal Review Officer attn: David E. Bailey CESAD-PDO Raleigh Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division 3331 heritage Trade Drive, Suite 105 60 Forsyth Street, Room 10M15 Wake Forest, North Carolina 27587 Atlanta, Georgia 30303-8801 Phone: 404 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have, the opportuni to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, David Bailey, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer; Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 I' OAKLEY, QARY M: SR. & PAMELA N� m (� PIN: 8848-75-0714 ■ HELMS.'PAUL C as LISA H.' ' I .1 89 P0. (D, 88) 4FT. • PIN: 8848-75-3143 to 4 79,87 723 SO. (D.B. 1°51, PG. 316) _• -' 11.016- ACRES i (0.244 ACRES IN R/YQ N 4858' W. S 88'05'32' W 1 19.19.78' I208.77' m 8 COBLE, JAMES A SR. & SANDRA F. 11T-4 I PIN: 8848-65-8888 I (D.B. 911, P0. 159) w WA2 WO xD WA2 NE LEGEND I ` PROPERTY UNE ADJOIMNO PROPERTY IRE O • WA2 1tB \ STREAM LINE TABLE ZWA2 WF - — — — — — — — imm um BUFFER UNE BEARING DISTANCE L3 SARIN 28' E NCE IN I WASTE DISPOSAL BOUNDARY I B2 63 CT -BO y �WyAASAt IN ,I W'EFIANDS GRAPHIC SCALE I4 S1 A2 W All E - O DOSONO WON PIPE A3 E • CALCULATED POINT 1 Snoh - 100 & SS WO 63 Elb ///�✓✓� • • ' I • I 50' JORDAN ■ II 1 LAKE BUFFER ■ ZONE 1-30' • :: ■ — _ -- -: ZONE 2-20' 9 LIM AGS-D2o- 0YD AGs-16D2ELON COLLEGE LDFL � sAo•aTrETns eeim 1•..100' ELON TOWNSHIP. ALAMANCE COUNTY, NC D1m 2018-11-01 WEIIANWAND STREAMDELDW.A iONMAP M'DAMg �OOt'•'°■1pi N� m (� �— \ ■ HELMS.'PAUL C as LISA H.' ' \ ■ • PIN: 8848-75-3143 to \ \ (D.B. 1°51, PG. 316) z N 4858' W. S 88'05'32' W 1 19.19.78' I208.77' IN 10'3332' E I ' • LEGEND I ` PROPERTY UNE ADJOIMNO PROPERTY IRE \ STREAM LINE TABLE \ — — — — — — — imm um BUFFER UNE BEARING DISTANCE L3 SARIN 28' E NCE WASTE DISPOSAL BOUNDARY N 36'55'28' W 131.73' W'EFIANDS GRAPHIC SCALE 1Q0 4 10 1QD 200 O DOSONO WON PIPE • CALCULATED POINT 1 Snoh - 100 & 9 LIM AGS-D2o- 0YD AGs-16D2ELON COLLEGE LDFL � sAo•aTrETns eeim 1•..100' ELON TOWNSHIP. ALAMANCE COUNTY, NC D1m 2018-11-01 WEIIANWAND STREAMDELDW.A iONMAP M'DAMg �OOt'•'°■1pi Water Resources ENVIRONMENTAL DUALITY December 12, 2016 Mr. Ben Wilson, P.E. ATC Group Services LLC 2725 E. Millbrook Rd, Suite 121 Raleigh, NC 27604 PAT MCCRORY I „ rri-",,, DONALD R. VAN DER VAART Subject Property: Elon College Landfill Site, Amick Rd, Elon NC, Alamance County S. JAY ZIMMERMAN On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500) On -Site Determination for Applicability to the Jordan Lake Riparian Buffer Rules (15A NCAC 2B .0267) Dear Mr. Wilson: On October 5 2016, at your request and in your attendance, Sue Homewood conducted an on-site determination to review features located on the subject project for stream determinations with regards to the above noted state regulations. David Bailey with the US Army Corps of Engineers was also present during the site visit. The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the USACE. The attached map accurately depicts all stream determinations conducted during the site visit. Please note that at the time of this letter, all perennial stream channels and jurisdictional wetlands found on the property are subject to the mitigation rules cited above. These regulations are subject to change in the future. In addition, the Jordan Lake Buffer Rules applies to streams as indicated on this map. The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in any future correspondences concerning this property. This on-site determination shall expire five (5) years from the date of this letter. 450 W. Hanes Mill Road, Suite 300, Winston-Salem, North Carolina 27105 Phone: 336-776-98001 FAX: 336-776-97971 Customer Service 1-877-623-6748 Internet: www.ncdenr.gov - www.ncwater.org Landowners or affected parties that dispute a determination made by the Division or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o 401 & Buffer Permitting Branch, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that dispute a determination by the Division or Delegated Local Authority that "exempts" surface water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. The Division recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing within 60 days. This letter only addresses the applicability to the mitigation rules and the buffer rules and does not approve any activity within Waters of the United States or Waters of the State or their associated buffers. If you have any additional questions or require additional information, please contact me at 336-776- 9693 or sue.homewood@ncdenr.gov. Sincerely, Sue Homewood Winston-Salem ;Regional Office Enclosures: ATC provided Topo.Map ATC provided survey Map cc: Gary Oakley, 2834 Amick Rd, Elon NC 27244 David Bailey, USACE Raleigh Regulatory Field Office (via email) DWR, Winston-Salem Regional Office SITE AERIAL TOPO SHOWING WETLANDS AND STREAM LOCATIONS SOURCE: ALAMANCE COUNTY GIS SITE AERIAL PHOTO Wetlands and Stream Determination Elon College Lndfl Site Alamance County, North Carolina ATC PROJECT NO. PRLU0730H SCALE: NOTED ENVIRONMENTAL• CEOTECHMICAL BUILDING SCIENCES • MATERIALS TESTING L i N COBLE, JAMES A. SR. & SANDRA F. PIN: 8846-65-6888 (D.B. 911, PG. 159) v I• I OAKLEY, GARY M: SR. & PAMELA, �. :• .c EWX �COI.LEGE ZDFL ELON TOWNSHIP, ALAMMCE COUNTY, NC WTCTIANDS AND STREAM DELINEATION MAP 'PIN: 8846-75-0714 I (D.B. 789; PG. 848) EMM-MAAGS-16020—EK >;� i'=loo' 479,872.3 SO. FT, ■ ' 11.016 ACRES I (0.244 ACRES IN R/W) I LAKE BUFFER ■ I �.,CT-3 d _ � • I v CT -4 n I wAz we ' �-" -CT-S ■ HELMS, PAUL C. & USA H. 1 A2 WD ��cT-S - wAz WtW 3 I Y d n I WA2 WB N 2 WF S2 Ci -7 A4 W a SS CT -SU) S4 A7 W X18 I , Sl A2 W Al E A3 E I N 48'56'28'.W WA2 WO . 5 .. J J ' BI E I • P°01L "0 AGS -16020-1 :• .c EWX �COI.LEGE ZDFL ELON TOWNSHIP, ALAMMCE COUNTY, NC WTCTIANDS AND STREAM DELINEATION MAP � 111 MCADAMs ��� EMM-MAAGS-16020—EK >;� i'=loo' ' ■ • 50' JORDAN ■ ` LAKE BUFFER ■ ■ ZONE 1-i3O' ■ -- ZONE 2=20' — ���\\\ ■ HELMS, PAUL C. & USA H. .'� . �/� • '■ PIN: 8846-75-3143 . n . (D.B. 1051, PG. 316) N 48'56'28'.W S 66'05'32' W 119.78' J J ' I206.77' • IN 10'33'32" E J 165.62' / LEGEND PROPERTY LINE _, ,.. _. . z.. - .. a - -: -:\ ,. — — ADJOH G PROPERTY LINE \ . STREAM UNE TABLE : `\ — — — — = ' JORDAN LAKE BUFFER " UNE BEARING DISTANCE . . WASTE osPosAl BOUNDARY L3 S 87'51'28" E N 38'55'28' W ' ! 131.73' WETLANDS GRAPHIC SCALE - 100 0 50 100 200 ® E.OS7[NG IRON PIPE \ A CALCULATED POINT 1 inch =.100 it -i AGS -16020-1 :• .c EWX �COI.LEGE ZDFL ELON TOWNSHIP, ALAMMCE COUNTY, NC WTCTIANDS AND STREAM DELINEATION MAP � 111 MCADAMs ��� EMM-MAAGS-16020—EK >;� i'=loo' o n: 2016-11-01 AVAkT F C ENVIRONMENTAL - GEOTECHNICAL BUILDING SCIENCES • MATERIALS TESTING August 29, 2016 Revised November 16, 2016 2725 East Millbrook Road Suite 121 Raleigh, NC 27604 Tel: 919-871-0999 Fax: 919-871-0335 www.atcassociates.com N.C. Engineering License No. C-1598 Ms. Sue Homewood NCDEQ - Water Resources -Water Quality Regional Operations Section 450 Hanes Mill Road, Suite 300, Winston-Salem, NC 27105 Phone - 336-776-9693 Email: sue.homewood a,ncdenr.gov Mr. David Bailey RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Email: David.e.Bailey2@usace.arm CC: Mr. David P. Kwiatkowski North Carolina Department of Environment and Natural Resources Division of Waste Management, Inactive Hazardous Sites Branch - Superfund Section Pre -Regulatory Landfill Unit 1646 Mail Service Center Raleigh, North Carolina 27699-1646 RE: Wetlands and Stream Delineation Report Task Order 730DP-6 Elon College LDFL — Amick Rd. Elon, Alamance County, North Carolina ID No. NONCD0000730 State Contract No. N13003S Dear Mr. Kwiatkowski: ATC Associates of North Carolina, P.C. (ATC) has completed the final wetlands and stream determination for the above referenced site. This report documents field work associated with the stream and wetlands determination on-site and serves as requested. ATC met with Sue Homewood of NCDENR and David Bailey of the USACE on October 5, 2016 and final flagging and surveys based on the field confirmation by the US Army Corp of Engineers and the NCDEQ Division of Water Quality was field verified. Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL Amick Rd.Elon, Alamance County, North Carolina Revised November'16, 2016 This letter is being submitted to them"for final jurisdictional determination. . 1.0 File Review Prior to initiation of field activities, ATC conducted a desktop review of published references. The references included the U.S. Fish & Wildlife Service National Wetlands Inventory (National Wetlands Inventory), United States Geological Survey records, and the Alamance County Soil Survey. U.S. Fish & Wildlife Service National Wetlands Inventory According to the National Wetlands Inventory, the southern end of the site of the site has a stream that is forested shrub wetlands (Stream) from bank to bank on Travis Creek at the sotith end of the site. There are no other wetlands shown on the site on the National Wetlands Inventory. Information provided by the National Wetlands Inventory is included inAppendix'A. United States Geological Survey Records ATC reviewed the Ossipee USGS 7.5 Minute Topographic Map which shows no wetlands on the site but does show Travis Creek which transects the south end of the site. Alamance County Soil Survey According to the Alamance County Soil Survey, the northern portion of the site is underlain by Appling (b) and Helena (Ha) .soils. The central and southern portions are underlain by Iredell (Ib) soils. These soils are nota listed hydric soil. However, the southern portion of the site is bounded by Travis Creek which drains into the Haw River, a tributary'of•the Cape Fear River which is shown on the published soils survey. - Travis Creek is a WS -V (upstream water supply) NSW (nutrient sensitive) surface water body as defined by the North Carolina Division of Water Resources. 2.0 Field Survey On June 20, 2016, ATC mobilized to the site to determine if a wetland areas- are present at the site. The survey involved observing the hydrology, vegetation, and'soils from three locations (W-1 and U-1 and U-2). In addition, an evaluation of the area was completed in accordance with the U.S. Army Corps of Engineers (COE) 1987 Wetlands Manual using the routine method and the Regional Supplement to the COE Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0) Environmental Laboratory by the COE (April 2012) and the North Carolina Wetlands Assessment Method (Version 4.1 - October - 20 10) which is currently the accepted methodology. Wetland determination data forms are included in Appendix B. The site was also observed to determine if there are stream's ori the site for 401 Permitting and Determination of Stream Buffers by the North Carolina Division of Water Quality (NCDWQ). A determination was made'of any potential streams using the NCDWQ stream determination form method. The- site is ' located in the Travis Creek/Haw River/Cape Fear River' Basinin Alamance Wetlands and Stream Determination Report -Task Order 73013P-6E1on College LDFL Amick Rd.Elon, Alamance County, North Carolina Revised November 16, 2016 County, North Carolina. A perennial stream (Travis Creek) was observed at the south boundary of the property and an unnamed intermittent stream with a tributary was observed in the central section of the site during the field survey. The tributary is an ephemeral stream according to the USACE procedures that connects to the wetlands north of the wetlands in the central area of the site. Travis Creek drains into the Haw River, a tributary of the Cape Fear River which is shown on the published soils survey. Travis Creek is a WS -V (upstream water supply) NSW (nutrient sensitive) surface water body as defined by the North Carolina Division of Water Resources. This section of the Haw River lies in the Jordan Lake Watershed. Travis Creek at the south boundary of the site is subject to the Jordan Water Supply buffer rules in accordance with 15A NCAC 02B .0267. Therefore a 50 feet buffer applies around this stream. No buffer is associated with the stream or tributary at the center of the site. The results of the desktop review and field survey indicate that an area of wetlands approximately 0. 178 acres in size exists at the site. The wetland area was identified in the central portion of the site and is shown on Figure 1. Two streams were observed at the site that could be subject to 401 or 404 Permitting by the COE or NCDENR if impacted. If you have questions or require additional information, please do not hesitate to contact Ben Wilson at (919) 871-0999. Sincerely, ATC Associates of North Carolina, P.C. 16 C Justin C. Ballard, P.G. Project Manager 41q�� &I. --- Genna K. Olson, P.G. Program Manager Benjamin V. Wilson, P.E. Principal Engineer Attachments: Appendix A —Site Location Map, Wetlands & Stream Location and Survey Maps Appendix B — USGS Map, Alamance Co Soil Map, National Wetlands Inventory Map Appendix C — COE and NCWAM Wetland Determination Data Forms and NCDWQ Stream Form (with photos) Appendix D — Rapanos Form Appendix E — Site Access Authorization Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL Amick Rd.Elon, Alamance County, North Carolina August 29, 2016 SITE LOCATION (showing Alamance Co Regulated Watersheds) SOURCE: Alamance County GIS SITE LOCATION ATC Wetlands and Stream Determination PROJECT NO. Elon College Lndfl Site PRLU0730H Alamance County, North Carolina SCALE: NOTED ;STC ENVIRONMENTAL • GEOTECHNICAL BUILDING SCIENCES • MATERIALS TESTING SITE AERIAL TOPO SHOWING SITE BOUNDARY AND SHOWING DATA POINT LOCATIONS SOURCE: ALAMANCE COUNTY GIS SITE AERIAL PHOTO Wetlands and Stream Determination Elon College Lndfl Site Alamance County, North Carolina ATC PROJECT NO. PRLU0730H SCALE: NOTED AV AV AlF ENVIRONMENTAL • CEOTECHNICAL BUILDING SCIENCES • MATERIALS TESTING SITE AERIAL TOPO SHOWING WETLANDS AND STREAM LOCATIONS SOURCE: ALAMANCE COUNTY GIS SITE AERIAL PHOTO ATC ®4-. %w Wetlands and Stream Determination PROJECT NO. jrM Elon College Lndfl SiteCAL PRLU0730H BUILDLING SCIENCES • MATERIALSVIRONMENTAL TESTING Alamance County, North Carolina SCALE: NOTED i A I >s,to�>RumcetTe �� �a MCADAMS "°� T "•" a� OAKLEY, GARY.M. SR. do PAMELA 6 r=100' •� zo,6—„—ot PIN: 8846-75-0714 I (D.B. 789, PG. 848) 479,072.3 -SQ . FT. 11.016 ACRES I F (0.244 ACRES IN RM -DT-t II��CT-3 m d I N/F C4 -4 a COBLE, JAMES A. SR, k SANDRA F. I 8 PIN: 8846-65-6888 , w ' (D.B. 911, PG. 159) WA2 we if=ci-5 I n WA2 WD l�--cT-6 3 WA2 WE I o M O WA2 WB to ZWA2 WF N CT -7 W CT -8 - ^ Q y I • 82 WAA S43 Al W ., .. e1WA6 W I , ' WA2 At E AJ E I WA2 WG i SS • Bt E I - 82E - 83 E lb I. 50' JORDAN ' • LAKE BUFFER ■ • L3 ZONE 130' • ' -- ZONE 2=20' N/F ■ HELMS, PAUL C. k USA H. C4 • \ ■ PIN: 8846-75-3143 LO �1t \ \ (D.B. 1051, PG. 316) • N 48'56'28" W S 68'05'32' W 119.78' ) 206.77' ♦ / / IN 1 D'33'32" E J J 165.62' LEGEND 1 ` PROPERTY LINE �JDJOINING PROPERTY LINE - STREAM Lt UNE TABLE \ — — — JO!DAN LANE 611FRIt UNE I BEARING I DISTANCE WASTE DISPOSAL BOUNDARY 1-3 .:1 S 87'51 28" E 1 6.29' N 36'55'28' W 131.73' WERANDS GRAPHIC. SCALE too o so too zoo o PE EASTING RON P ♦ CALCULATED PONT 1 inch = 100 1t A ELON COLLEGE -LDFL ELON T OWNSHW, ALAMMCE COUN lY, NC - WL7TADIDS AND SiRFAM DELD AMON MAP >s,to�>RumcetTe �� �a MCADAMS "°� T "•" a� 1160202E AGS -16020 -EX 6 r=100' •� zo,6—„—ot Wetlands and Stream Determination Report -Task Order 730DP-6Elon College LDFL Amick Rd.Elon, Alamance County, North Carolina August 29, 2016 APPENDIX B USGS Map Alamance Co Soil Map National Wetlands Inventory Map I SITE I USGS MAP AND TOPO Ossipee, NC 7.5 Minute Quadrangle SOURCE: USGS SITE USGS TOPO Wetlands and Stream Determination Elon College Lndfl Site Alamance County, North Carolina ATC PROJECT NO. PRLU0730H SCALE: NOTED WIC tom, 3 79° 3C 3kTC ENVIRONMENTAL • CEOTECNNICAL BUILDING SCIENCES • MATERIALS TESTING SITE SOIL MAP SOURCE: NRCS USDA Alamance County Soil Survey SITE NRCS MAP ATC Wetlands and Stream Determination PROJECT NO. Elon College Lndfl Site PRLU0730H Alamance County, North Carolina SCALE: NOTED VIA I �. ENVIRONMENTAL • GEOTECHNICAL BUILDING SCIENCES • MATERIALS TESTING ' U.S. Fish and Wildlife Service `JNational Wetlands• � USA A f + 4 tom` r. A. tg A. �v" 'V �i* < �� • 74� . i�. .� � � 4 s � a. l" • _�1 :� •. a a �� ao y 1 y.: �t ,tf�'r ♦may vy+� . ( �``\': I It 1:11,2 w �• t ice'•• Ri ♦ e "� R fr' F . R �, "�`�d f Y i R.' ♦ �a ^'g" • • 4 _ • {6yy_ • `I7s i, f ! fit.: . •s ''tl"R' •* fid, a* '�' .ih �` , _ .�.` ' 'Y �. �� • �4 j 1 0.075 0.15 0.3 mi♦` � . � � T " � � z. fMt. , •i1 � • 1 _ 1 / ""-^r x NtISY x resrm' c ra i \\ A B -BA +NO / _4B- 12D ND LEGEND•. SB -7 SOIL BORING ,\\ +18.0 �hvmTP�IT IRA ------- EXISTIING TOP HIC CONTOURS (GIS) TOPOGRAPHIC INDEX CONTOUR (Mc1DAM5) TOPO-------- BASE FLOOD CONTOUR CONTOUR BASE FLOOD ELEVATION CONTOUR (600') WASTE DISPOSAL AREA LIMITS SURFICAL WASTE AREA LIMITS APPROXIMATE PARCEL BOUNDARY ------- CREEK/SURFACE WATER ----- JORDAN LAKE BUFFER —ax— OVERHEAD ELECTRIC SANITARY SEWER LINE —e—,— RELOCATED OVERHEAD ELECTRIC LINE ® EXIS17NG STRUCTURES SURFICAL WASTE ONLY REMOVAL AREA SUBSURFACE WASTE REMOVAL AREA WETLANDS AREA WHERE SOIL COVER 0 THICKNESS <24 INCHES ID SANITARY SEWER MANHOLE `"0, UTILITY POLE xor[ J i / �aumLroAa RAL NOTES: ai11116 m Ex1O WIfY 1Od11DR No/art \ T. R0— Amar, H.Av raR KEY NOTES: 0 D9JYL ART (61Lur[0 MAD \ UM' 9b. BabL:4 ND�FwY 916AC[ m r qNL mYN� � wRO \ j . N � \ . ���` \ �y \ xAmmLLror s ExvADD. naev.mm� LwL. Lxmi �r�+LR�b>r-m a�a�xio.�. :•.:,,e t6.1 xB TNN: t A C ASS IA ES➢F NORTH CAROLINA)P.C. 5ne Nome: - j �,R \� IR IT E G CONMOM , ' SUIT E. MILL9ROOK ROAD SUITE 111 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY � ELON COLLEGE LANDFLL , RALEIGH, NORTH CAROLINA MION OF WASE LMN40M., IMCIM WAN= SIRS BRANCH-SUP"D SECTION AMICK ROAD ELOh� NORTH CAROLNA , PHONE +1 919 971 0999 PRE -REGULATORY LANDFILL UNIT ID NO. NONCD0000730 mc FAX +1 919871 0335 1616 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1616 iY WWW.ATCGROUPSERVICES.COM { %' m�L .MtgLw'el. t E,rpM E. 0m'Y I a>Y (_ MPA4 M RM 1 77 7 Is \ § 0—kV TX4: ATC ASSOCIATES OF NORTH CAROLINA, P.C. bite Nome: r PHASE I CON3TRUC710N SEQUENCE PLAN AT � 2125 E. MILLBROOK ROAD II Ii N SUITE 121 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY ELON COLLEGE LANDFILL RALEIGH, NORTH CAROLINA NY 0 OF WTE IIANIGOWNT, WIN WAROOUS SRLS 9RAN01-9Mi W SECTNW �Q AMICK ROAD, ELON, NORTH CAROLINA PHONE +1 919 971 0999 PRE -REGULATORY LANDFILL UNIT ID NO. NONCD0000730 FAX +1 9199710370 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 �y WWWATCGROUPSERVICES.COM R L8GEND: --------- EXISTING TOPOGRAPHIC CONTOURS (GIS) ------- TOPOGRAPHIC INDEX CONTOUR (MMDAMS) �., ..._........__ TOPOGRAPHIC CONTOUR (MNOAMS) \ BASE FLOOD ELEVATION CONTOUR (600') -- WASTE DISPOSAL AREA LIMITS — SURFlCIAL WASTE AREA LIMITS APPROXIMATE PARCEL BOUNDARY -------- CREEK/SURFACE WATER —.. -x— UMITS OF OISTUR84NCE/FENCE ----- JORDAN LAKE BUFFER — E— OVERHEAD ELECTRIC s— SANITARY SEWER LINE E— RELOCATED OVERHEAD ELECTRIC LINE ® EXISDNG STRUCTURES == SURFlCNL WASTE ONLY REMOVAL AREA EZ -X--A SUBSURFACE WASTE REMOVAL AREA C'_'._'_7 WETLANDS L = RELOCATED WASTE PLACEMENT AREA REMAINING AREA OF - INSUFFlCIENT SOIL COVER O SANITARY SEWER MANHOLE ® NEW UTILITY POLE 1L1, UTILITY POLE NASR R"iEYRD / CONSTRUCTION SEOUENCE: / r PUN AwNaYAL ANR PFPAIrS nuoR m / ' acrRw wm. z. AWMNs rm oWRrra c1EcrRn a r rmnarta / usr mNnmcTroN ullts M1RTC EAWIR�SIDXfWl aT1E / i wSWI PrWY r ON15d LYXn S iE1R01wr t arE wM aANcr / - vAt rr rlN m�aTmA�nov rENowc As aaNw oN MNEr w Aro arwR WTATAMw mON a wnix rN[' uns'�mn�v1¢ roR >RL PrWs � cwarm¢rraN smINNrA ura waAu rNT mvsrlRxnav rncc un�m°vN•£1 ro-I AM, m rm me / N,.srE aMuJ , �srt rmrcwrMN wn rwva roe rHr rua W.AnE REMPr. MrAc ). REW.f Axo o�ua' tr 9AATE NARIS PfR m-rrrnw.w wi AM, I iRosaN mrtra run.ms ' nrAwrz swouWAm NAsrt ro naa nPRI rnaM AArn ma-narwr nMNsroRr ro Anourm wASR n,rnno ACA As vww w ms ascr. ra asAo uo mrAcr puwrm WASE r Rnourm WurE nA� ARTA ro ov Mm Aotwrlos Ara mint Rtm nAma uRrs ser ur. AT Aw mAssAcr wR. a,OaAA ro rwv. aux r�wANc, uir � nr �t2 rMo�� Ir RaRam m Pl.w KEY NOTES: O rA9 : NAS1F obroi4 MFw (lSRWII, -' UCeI 9pl iAv.69 AM wrN) Fares rC ARE1 w ACufplt 'IRw °�' rm Drum wvlrs rwI � ro re im mW O� eP esnArw-F �'� .0 i�mrortwr alw tRrawr�.t mr�erRlO1'cna'v j- F&TJIa Mglla POtYE1kR. �/ / Oj � PRptlSa mNRRUCIION 1 77 7 Is \ § 0—kV TX4: ATC ASSOCIATES OF NORTH CAROLINA, P.C. bite Nome: r PHASE I CON3TRUC710N SEQUENCE PLAN AT � 2125 E. MILLBROOK ROAD II Ii N SUITE 121 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY ELON COLLEGE LANDFILL RALEIGH, NORTH CAROLINA NY 0 OF WTE IIANIGOWNT, WIN WAROOUS SRLS 9RAN01-9Mi W SECTNW �Q AMICK ROAD, ELON, NORTH CAROLINA PHONE +1 919 971 0999 PRE -REGULATORY LANDFILL UNIT ID NO. NONCD0000730 FAX +1 9199710370 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 �y WWWATCGROUPSERVICES.COM R mWc ry. e. �. vc. Aisa) s —.0 . —1 sesasA¢ wear AoaAE� `� WEA (A.Y.,A AaEs . I I W1® LEGEND; EXIS77NG TOPOGRAPHIC CONTOURS (GIS) ...................... TOPOGRAPHIC INDEX CONTOUR (M.40AMS) --------- TOPOGRAPHIC CONTOUR (MUADAMS) ----- BASE FLOOD ELEVAnGN CONTOUR (600) — -- WASTE DISPOSAL AREA LIMITS -- -- - SURFICIAL WASTE AREA LIMITS APPROXIMATE PARCEL BOUNDARY — -- CREEK/SURFACE WATER - ---x----- LIMITS OF DISTURBANCEIFENCE -- JOROAN LUKE BUFFER OVERHEAD ELECTRIC —SS— SANITARY SEWER LINE —E— RELOCATED OVERHEAD ELECTRIC UNE ® EXISTING STRUCTURES K. :57 RELOCATED WASTE PLACEMENT AREA LFULL WASTE REMOVAL AREA PARTIAL WASTE REMOVAL AREA L'_7 WETLANDS ---� REMAINING AREA OF INSUFFICIENT SOIL COVER O SANITARY SEWER MANHOLE r0., UTILITY POLE *'tV- TEMPORARY CHECK DAM ® NEW U77UN POLE f i nrNrRA, NOTES ,. oam¢Ise ro ms Wm Inatax a AM. J � mYFrlas ro aaraulax AwArR mrsYreE.m�K / � :. IArrs a NaaE o®nsE .vcAs AIIE ¢rnMrzn elan aF sx eoaAa .va ,m arra cavrRv.�a /� f AFsares[ ma ttwruwa ,,,E A. a wl1En oxrvAarns eeFeWiior Aw rc NasrE ' suawuoc oR.Aaw xmx,w sl cur rmxW nE aar Rr Orsi[ a¢ont¢ rwcaa ,Rc ro a Aaarm Pm nE nlmu Y.Tav nw. AIDW,AX6 EcuaNn ¢qN :o aR muQ,x¢ �, n eaaraRr Ya FamrmaLn� j ao N,w a,�nlr. / ';r�rGnaRaEnW. / CONSTRUCTION SEQUENCE: / //MJYY Ya flAY9 rman ro / / EISENI PFfta-1 W. lOdrl NVIFnIS AT 99M1 CM a 9fFI a /� 00aING iKa4 AV) tlEAR WYLTAIaN fPnA, .THOU TIE IMS 6 C4411/mY.K. / !Urt ,FE PNaa t LY116'rRI.CRIOY .a04E,aF a1B IK •fltVYa TIF YEAS AS NECL�YfI' ro NarALL / uat�Axo��Ewnra Taas Fo�R rTE�wmw� warE / a orFaM[ —01u5pvc0'banER 6 9-i "A'nAvm a.a�r¢7 // mr''r'ia°nori�xm � � / saw a rroiA s�Ecr1FD sasE aArAaENr wve Ar � OHCS r. s+rAo xa rrrun QEAMEn NasE N wcrArzo Awsrz n.moR YEA ro w AT QflWlal6 ar. .rrx rlAat iAPPS AI nE Po a EaPI amr xwi Yo aAr (� �roENrYaw nw� eoMoavY a a slasuRT�WacrE ImloAu YEA /a. wm ro a Emw.Arz Ya Fasax sAmreA¢ nasrE Nrra rIE nw,Pi Nwrz Faw.w. Avco uns As waurzo. Tuxsarr AS r1FDEmm ro �sAw OIGMim a lEsanm ' �Ir To w AT -- T sna+oc nAAama .vo mar wm AYS AT M Pn nF GCx aY. t¢r NOTEs: rm YXE : NasE osFncY YEA (csNFaRs sato aaao wv wAswna Faowm �i rmmu , mN NAK. esaW,m rcrm AAeas rsaN s.reYx ro re rtET. urrs r � mrsmucngx / mnEmaxrt / �.AFrwowu rranvn r ywull / i 1 1 IITI / 1 / I m I_ ,= j — t j i 1 1 ! l (1'YY�T�YJ rJIF7 Lr ��� F /� 0ll 1 1 1 i l l l t i\1 lif to 1 A/ � ��• t i A 4 AA Ii 4� I l i � ; � //` ///s Ii+14141 A,+A++\4++'+++, � a` ✓/ V A Av V A \ n+ sl 11++v l N, N \ \\+ \A a A++ � � A � • 5(' iris' + t Av i + 1 I t �q + � •�. � �� Ecus. r- - m• � � � A VA��� � + +��+ \ + 1 A 1 � � �` A »w�nm�„v �A� a:a..vam« ,.c-�cnwrw. wmuna mua �h.,-W.ror.,�..w as �. r... m Draw�nq rtre: ATC ASSOCIATES OF NORTH CAROLINA, P.C. SH^ Nems: Y \� Iq) [ 8 2725 E. MILLBROON ROAD RR 3901 I k PHASE Z CONSTRUCTION �OI�ENC:E PLAN ��� SUITE 121 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY ELON COLLECT LANDRLL RALEIGH, NORTH CAROLINA NMW OF WASTE IIANM ",, IgCINWAROM1S 20 9RANOI-SUPERNRO SECIIOII �R AMICK ROAD, ELON , NORTH CAROLINA PHONE +1 819 671 0999 PRE -REGULATORY LANDFILL UNIT ! ID NO. NONCD0000730 FAA +1 919 871 0335 1646 MAIL SERVICE CENTER, RALEIGH, NORM CAROLINA 27699-1646 �y WWW.ATCGROUPSERVICES.COM If 77, WE eeE6]e•­ff 113--- - - ----- --- . .. ..... LEGEND: f . EXISTING TOPOGRAPHIC CONTOURS (GIs) -------- TOPOGRAPHIC INDEX CONTOUR (McADAMS) TOPOGRAPHIC CONTOUR (McADAMS) 1BASE FLOOD ELEVATION CONTOUR (600) I WASTE DISPOSAL AREA UMITS SURnCVL WASTE AREA LIMITS APPROXIMATE PARCEL 90 NOARY --------- CREEK/SURFACE WATER LIMITS OF DISTUREAWEIFENCE JORDAN LAKE BUFFER f OVERHEAD ELECTRIC SANITARY SEWER LINE SILT FENCE COMPOST SOCK RELOCATED OVERHEAD ELECTRIC LINE r77772 EXISTING STRUCTURES RELOCATED WASTE PLACEMENT AREA CZ== PARn4L WASTE REMOVAL AREA WETLANDS INSUFFICIENT COVER WASTE DISPOSAL MCA (D SANITARY SEWER MANHOLE 10, URUIY POLE Q) NEW UTILITY POLE \ \ ` +i't`• TEMPORARY CHECK DAM GENEM HQEEG: -A, % _11 A—­ °nw­A. _A ­_ Tar A ­ SOD TMV�. TK Fr _X. ',� � % ,`I ,� ', �-°`- Bim, �M�xW NOTES; A AAF Cg7 THE ­ �f= ­ A -Y Al es TD IT I A�— A xTeRa xoom a —1 AVlNL AT A. A wmrTH i 1Y AT A ­ I- - ----------- Ar RE --------- - - �l NO AM ARA a-- eAsm TV ID AU� ------ ----- -- A\ N SCALE. I' M' o D..kg T&4:ATC ..... IATES OF NORTH CAROLINA, P.C. SHe NNT' PHASE I EROSION AND SEDIMENT COAFMOL PLAN 2725 E. MILLBROOK ROAD SO ITE 121 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY a ELON Ca -LEGE LANDFILL RALEIGH, NORTH CAROLINA ORM Of WASW MWGWff. 91 WAVI BRANCH -WWW SECOGN PHONE 1� PRE -REGULATORY LANDFILL UNIT AMICK ROAD, ELON, NORTH CAROLINA ��� FAX 1 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROUNA 27699-1646 D NO. NONCDO"730 WWW.ATCGROUPSERVICES.CCM LEGEND; EXISTING TOPOGRAPHIC CONTOURS (GIS) Z. 0 TOPOGRAPHIC INDEX CONTOUR (M.ACAUS) TOPOGRAPHIC CONTOUR (McADAMS) BASE FLOOD ELEVAnON CONTOUR (600') -%If , WASTE DISPOSAL AREA U ITS Ir MINIMIAl .41.. SURFICIAL STE AREA LIMITS IR7 APPROXIMATE PARCEL BOUNDARY CREEK/SURFACE WATER LIMITS OF FENCE JORDAN TAKE BUFFER 3 OVERHEAD ELECTRIC SANITARY SEWER LINE SILT FENCE COMPOST SOCK RELOCATED OVERHEAD ELECTRIC LINE r,—= EXISTING STRUCTURES b -,N REELLOrATEO WASTE PLACEMENT AREA (77= PARTIAL WASTE REMOVAL AREA [XX )i FULL WASTE REMOVAL AREA WETLANDS 3 INSUFFICIEN COVER WASTE I DISPOSAL AREA 0 SANITARY SEWER MANHOLE 14 q), UTILITY POLE Q NEW UTILITY POLE TEMPORARY CHECK DAM k GENERAL NO A. — . . --- — ---------------------- ...... 'Vw V. Z 4, —Z F.M 1 n ; �� aE� TASC PUM ARrRaMI IErrR A CO?r _V. A wRWi IA A A. I, A .1 A �Arvuro — I _­ A wrvmc - ---------------------- \V/ srs A., NVICMI ----------- I- , 1- D..lq Thb.. ATC ASSOCIATES OF NORTH CAROLINA, P.C. N ­ PHASE 2 EROSION AND SEDIMENT CONTROL PLAN 2725 E. MILLBROOK ROAD V��C SUITE 121 NORTH YI CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY ELON COLLEGE LANDFILL RALEIGH, NORTH CAROLINA AMON OF WAN RAW" WICIRE WDIRDOUS 90 DUO IfERFUND WCOON AAOCK ROAD, ELON, NORTH CAROLINA PHONE PRE -REGULATORY LANDFILL UNIT ID NO. NONC00WO730 FAX +1 9198110335 1646 MAIL SERVICE CENTER, RALEIGH, NORTH +1 919 911 0999 CAROLINA 27699-1646 WWW.ATCGROUPSERVICES.COM N IIT=I'E 0 , � LEGERD —=300== PROPOSED FINAL COVER CONTOURS -- EXISTING TOPOGRAPHIC CONTOURS (GIS) --- TOPOGRAPHIC INDEX CONTOUR (M�DAMS) BASE FLOOD ELVATION CONTOUR (600) FINAL WASTE DISPOSAL AREA LIMITS APPROXIMATE PARCEL BOUNDARY CREEKISURFACE WATER LIMITS OF DISTURBANCEIFENCE JORDAN LAKE BUFFER OVERHEAD ELECTRIC SANITARY SEWER LINE RELOCATED OVERHEAD ELECTRIC LINE 17777" EXISTING STRUCTI,RES WETLANDS ::3 FULL WASTE REMOVAL AREA PERMANENT DIVERSION 4WD SANI Y SEWER MANHOLE 'U� UTILITY POLE a NEW LJ71LIN POLE AT AT ` ` .. \ \ \ --- - --------- ------ ------------- GRADING AND DRAINAGE PLAN SUITE 121 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY f F. COLLEGE LANDFW-L IWA C RALEIGH, NORTH CAROLINA MW OF WASTE MANAGE". KWW HAZARDOUS SOB f ELON , kT ARANCH-SUIVNIfilt) SEWN AWK ROAD ELON NOFUH CAROLWA PRE -REGULATORY LANDFILL UNIT ID IVO. AMCDOOX730 1646 MAIL SERVICE CENTER. RALEICK NORTH CAROUNA 27699-1646 LEGEND EE3MFEE� PROPOSED F?NAL COVER CONTOURS EXISUNG TOPOGRAPHIC CONTOURS (CIS) TOPOGRAPHIC INDEX CONTOUR (MaADAMS) commUR (McADAMS) EASE FLOOD ELEVATION CONTOUR (600') I MINIMUM �J- 2' FINAL WASTE DISPOSAL ARE4 LIMITS APPROXIMATE PARCEL BOUNDARY CREEKISURFACE WATER f LIMITS OF DISTURFANCEIFENCE JORDAN LAKE BUFFER t OVERME40 ELECTRIC SANITARY SEWER UNE NP m-4 RELOCATED OVMHEAD ELECTRIC LINE PERMANENT DIVERSION r77= EXISnNG STRUCTURES WETLANDS HYDROSEED * MU CH HYDROSEED & MULCH, PERMANENT SLOPE REINFORCEMENT MATTINC HYDROSEED & MULCH, TEMPOR4RY ------ ----- SLOPE REINFORCEMENT MArnNG W SANITMY SEWER MANHOLE UnU POLE - ----------- 9 NEW UTILITY POLE 'I, - bl. P,� ------- - --- - --- - - -- ----- 51 2 f Z W -.A=.' X :T % Q-� A . .... ..... ----------- ---------------- - - ---------- ------- - ------- N N it ID..kV Tft. 2725 E. 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SKIMMER BASINS ,r....w. nom• _ wrro,AK Ir.r.alrr.�N.er. ..n.a+»u r�urae.Gl �we.mv»e..e w.,ar nc.y vrUWu.bi+ww�. uvmeeera I..a..IMaM a a.Ae.,Kn m. rr r.p owa r eroeer.en�e.I wnewn w.». rb.►T..m�ro»rA»,.r eww.GlrNr.n.dl.+ea... neWGnlrGtia YUGw Nn.n GnpG NU»arUUglTlnurwUAn � rG wrTaln e»wnn.y. 1 DETENTION BASIN AND TEMPORARY SEDIMENT TRAP BAFFLES V a1.S AtJI�•wwbru 1°.I -- G.otrdres ryo eee L o.ITe•Iar. menlxe. - SPIRAL BINDER T7E �bd. m.Iue.er YrUl Mu etTaAt tE°sURS AA61 flIIfIME (RYltea ete nb.Gl °a,.ve rtNlN .nye nelMa INTERLOCIDNG WIRE FASTENER V.,w srblx T•ewlp e°n: tM GtlhlT Ae�.,rnw�wswd. 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NOIVCD0000730 FAX +1 9199710.. 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 WWW.ATCGRDUPSERVICES.COM f PROPOSED FINAL GRADE W AMENDED SOIL LAYER 3 630 SEE PLAN VIEW FORTOP OF WALL ELEVATIONS 620 COMPACTED CLAY FILL 200 \ 30- iONE I BUFFER - --______ -___ --_______ --___ ------------- TOE OF EX STREAM BANK ----------- --- 610 STREAM BED NON -WOVEN GEOTE)MUE "I 600 Ilk"ll" W MIN. AGGREGATE LAYER oI oP ----------- -------- ------------ --------------- ----------- 590 ------- 2 . . ........ ............. .... ....... ..... . . ............ . . .. ... .... . . . ....... . . ................... .. ............. . . .................. --------- - - MOTU r I FOUNDATION OF GAJBIDN WALL SHALL Be COMPETENT AND NON-EROSIVE EXTEND FOUNDATION TO CON TENT INSITU MATERIAL OR ESTABLISH ABASE OF GROUTED ROCK OR CONCRETE 580 I 2 GABICN BASKETS SHALL BE STACKED USING SIX AND NINE FOOT BASKET LENGTHS VO TH STAGGERED VERTICAL SEAMS TO ACHIEVE THE REQUIRED HCRV.ONTAL DIMENSIONS 3 FILL OABKIN BASKETS WITH NCDOT TYPES RIPRAP 4AGGREGATE LAYER TO CONSIST OF NODOT 057 WASHED STONE B. NCDOT TYPE 2 NON -WOVEN NEEDLE PUNCHED GECTEXrIUE IS TO BE PLACED AT ALL GASION /SOIL AND GASK)N / AGGREGATE INTERFACES. 570 — 0+00 0+10 0+20 0+30 0+40 0+50 0460 04-70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 I ANY GEOTEXTILE SPLICES SHALL CVERI-AP A MINIMUM OF EIGHTEEN INCHES WITH UPSTREAM I UPSUCIPF GECTEXT ILE OVERLAPPING THE ABUTTING DOWNSTREAM/ DOWNSLOPE GECTEXTILE SEE PLAN SHEET 0 FOR GASION BASKET DETAILS AND SPECIFICATIONS DISTANCE GABION WALL DETAIL GABION WALL PROFILE VIE 7� 7PA C \X\ ............ w =77- - ---------- IN ------------ - - - GABION WALL PLAN VIEW D—;.g 77tH. ITC 111111111111 1.RlN CAROLINA, P.C. sta N"' 2725 E. MILLBROOK ROAD SITE DETAILS SUITE 121 NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY IT COLLEGE LANDFILL AfAk C RALEIGH, NORTH CAROLINA MW Of #AM AWMMOIT WVK WAM = NKH-SVP"D 9= ELON FT PHONE +1 919 971 0999 O PRE -REGULATORY LANDFILL UNIT AMICK ROAD, ELON NORTH CAROLIVA AV FAX 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 ID NO. 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IVONC00WO730 FAX +1919071 9335 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 WWW.ATCGROUPSERVICES.COM ®owae' w aec,Y AID \ 'A \ EXISTING TOPOGRAPHIC CONTOURS (GIS) ..` �, ._"__.-........ TOPOGRAPHIC INDEX CONTOUR (MMOAMS) c,A \ BASE FLOOD ELEVATION CONTOUR (600') WASTE DISPOSAL AREA LIMITS ®owae' w aec,Y AID ..-- rAl ''. , 1r _ °� ° T• `,. ,� @, "N. y! Drownp'nfh:: ATC ASSOCIATE9 OF NORTH CAROLINA, P.C. s<te Name: 1 2725 E. MILLBR006 ROAD R I DRAINAGE AREA PLAN -PERMANENT 3WALE / RATE 121 !R tel• NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY AR ELON COLLEGE LANDFILL RALEIGH, NORTH CAROLINA XMON OF MLSTE MANAGENENI, I14M WAA000S SEES BRANCH-2FERFUND SECTION ! N AMICK ROAD, ELAN, NORTH CAROLINA PHONE +1 818 971 0999 PRE—REGULATORY LANDFILL UNIT ID NO. NONCD0000730 FA% +1 919871 0335 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 �y WWW.ATCGROUPSERVICES.COM ! LEGEND: \ EXISTING TOPOGRAPHIC CONTOURS (GIS) ..` �, ._"__.-........ TOPOGRAPHIC INDEX CONTOUR (MMOAMS) '\ TOPOGRAPHIC CONTOUR (AIMDAMS) BASE FLOOD ELEVATION CONTOUR (600') WASTE DISPOSAL AREA LIMITS ` -- SURFICAL WASTE AREA LIMITS \\ APPROXIMATE PARCEL BOUNDARY ------- CREEK/SURFACE WATER _........ LIMITS OF DISTVR&WCE/FENCE ---- JORDAN LAKE BUFFER —�— OVERHEAD ELECTRIC SANITARY SEWER UNE ® EXISTING STRUCTURES O SANITARY SEWER MANHOLE UTILITY POLE TEMPORARY CHECK DAM AI• % i I I I Ftj / xiT / / i i / i i / xr ..-- rAl ''. , 1r _ °� ° T• `,. ,� @, "N. y! Drownp'nfh:: ATC ASSOCIATE9 OF NORTH CAROLINA, P.C. s<te Name: 1 2725 E. MILLBR006 ROAD R I DRAINAGE AREA PLAN -PERMANENT 3WALE / RATE 121 !R tel• NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY AR ELON COLLEGE LANDFILL RALEIGH, NORTH CAROLINA XMON OF MLSTE MANAGENENI, I14M WAA000S SEES BRANCH-2FERFUND SECTION ! N AMICK ROAD, ELAN, NORTH CAROLINA PHONE +1 818 971 0999 PRE—REGULATORY LANDFILL UNIT ID NO. NONCD0000730 FA% +1 919871 0335 1646 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1646 �y WWW.ATCGROUPSERVICES.COM !