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HomeMy WebLinkAbout20170276 Ver 1_401 Application_20170317ENVIRONMENTAL SERVICES, INC 4901 TRADEMARK DRIVE RALEIGH, NC 27610 (919) 212-1760 • FAX (919) 212-1707 environmentalseryicesinc. com March 7, 2017 NCDWR-401 & Buffer Permitting Attn: Karen Higgins 1617 Mail Service Center Raleigh, NC 27699-1617 A I u Re: 401 Request for Town of Nashville Stony Creek Sewer Outfall Nash County, NC 2 0 1 70 2 7 6 o C �120WE MAR 0 2017�� DEQ -WATER RESOURCES 401 & BUFFER PERMITTING Ms. Higgin: Enclosed please find the application that ESI has prepared on behalf of the Town of Nashville. The contact for the Town is Brian Hassell(brian.hassellgtownofnashvillenc.gov) and the project engineer is Kevin Varnell (kvarnellkstocksengineering com) of Stocks Engineering. The Town of Nashville is proposing construction of a new sewer outfall paralleling Stony Creek in Nash County, NC. ESI has completed the field delineation, obtained a PJD from the Army Corps, and is currently requesting NCDWR approval via a General Water Quality Certification for 0.29 acre of wetland impacts (i.e., land clearing for the sewer line). Please contact me at 919-805-4208 or jharbourkesinc.cc if you have any questions or need additional information. Thank you for your assistance. Sincerely, Environmenta Services, Inc. J Harbour, PWS o�oF wn rF9pc > y P < Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit E11A ion 10 Permi 1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 111AH © <i 2017 1c. 1 d. Has the NWP or GP number been verified by the Corps? ❑ Yes DEQ_ A Type(s) of approval sought from the DWQ (check all that apply): UFFER PERMITTIN ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑X 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 ❑X No For the record only for Corps Permit: ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑X Yes ❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Nashville Stony Creek Sewer Outfall 2b. County: Nash 2c. Nearest municipality / town: Nashville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: See attachment 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 1 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: Town of Nashville c/o Brian Hassell 4c. Business name (if applicable): 4d. Street address: 801 East Washington Street, PO Box 1108 4e. City, state, zip: Nashville, NC 27856 4f. Telephone no.: 252-459-8196 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Jeff Harbour 5b. Business name (if applicable): Environmental Services, Inc. 5c. Street address: 4901 Trademark Drive 5d. City, state, zip: Raleigh, NC 27610 5e. Telephone no.: 919-212-1760 5f. Fax no.: 5g. Email address: jharbour@esinc.cc Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): See Attachment A 1b. Site coordinates (in decimal degrees): ILatitude: 35.97861 Longitude: -77.96594 1c. Property size: 16 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Stony Creek 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Tar -Pamlico 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 project study area and vicinity consist of residential areas and undeveloped forested communities. 3b. List the total estimated acreage of all existing wetlands on the property: 10 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 700 3d. Explain the purpose of the proposed project: This project proposes construction of a new section of sewer outfall so the Town can abandon an existing lift station on Elm Street 3e. Describe the overall project in detail, including the type of equipment to be used: The Town is proposing a new sewer outfall. Typical construction equipment will be used for installation of the pipe. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? Eg Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): K. Murphrey, J. Harbour Agency/Consultant Company: Environmental Services, Inc. Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. March 2,2016 - SAW -2015-02655 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 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑ 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 P Land Clearing Bottomland Hardwood Forest No Corps 0.07 W2 P Land Clearing Bottomland Hardwood Forest Yes Corps 0.05 W3 P Land Clearing Bottomland Hardwood Forest Yes Corps 0.01 W4 P Land Clearing Bottomland Hardwood Forest Yes Corps 0.02 W5 P Land Clearing Bottomland Hardwood Forest Yes Corps 0.07 W6 P Land Clearing Bottomland Hardwood Forest Yes Corps 0.07 2g. Total Wetland Impacts: 0.29 2h. Comments: There will be a 20 -foot wide permanent easement left in place after construction. This easement will be returned to pre -construction contours so any wetland impacts will be temporary. Wetland Impact 1 (0.07 acre) is an area that is already a maintained easement for a power line. No wetland conversion will occur in this area. Total amount of conversion is 0.22 acre 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 (INT)? 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 0 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 indivi ually 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) O1 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 0 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: 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? ❑ Neuse ❑X Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 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 61 T Land Clearing Stony Creek No 1,252 3,239 B2 T Land Clearing Stony Creek No 0 1,249 B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 1,252 4,488 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Wetlands have been avoided where possible. Streams have been avoided. The construction corridor has been minimized to reduce land clearing. The engineer has reduced overall impacts as a result of USACE concerns and mitigation requirements. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All necessary sediment and erosion control BMPs will be installed and maintained through construction. Disturbed ground will be restored and stabilized with permanent vegetative cover. 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 ❑X No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑X 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: 0.22 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Approval letter from NCDMS forthcoming. 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? Yes QX 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 7of10 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 ❑x 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. No impervious surface associated with this project ❑ Yes ❑X 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: 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 this ro'ect? ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs USMP❑ ❑ apply (check all that apply): Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X 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 ❑X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State El Yes ❑X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑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 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑Yes No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 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. No wastewater will be produced as a result of this project. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes pX No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act Yes No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? North Carolina Natural Heritage Program data (updated 2016) and on site evaluations 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes QX No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? National Oceanic and Atmospheric Administration 2009 List of EFH Species by Waterbody in North Carolina 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 MX 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 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? Q Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: No fill in floodway. Engineer certified plans 8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com )eff1-1,44011A, -7 Applicant/Agent's Printed Name ppiicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 Environmental Services, Inc. NIGHT OF ENTRY AGREEMENT44e- 70-Wn Of Q UWe Pae—,". jA q . p, 4, the .e s) -of the (Owner gas Name) property commonly identified as (street) State of (City/Town) (County) hereby grant, freely and without coercion, the right of access and entry to said property to Environmental Services, Inc., including but not Iimited to its employees, contractors, subcontractors and any applicable regulatory agency personnel, for the purpose of environmental, ecological or archaeological assessments. This access agreement is effective upon signature and shall remain in effect until such time as assessment activities are completed, including any ancillary activities associated with said activities. For the consideration and purposes set forth herein, I/We hereby acknowledge, accept and agree to the terms of the Right of Entry Agreement as evidenced by my dated signature below, Signed this 00 day of�, 2015. Print Name: 1, MMA4ei S Signature: Town of Nashville Stony Creek Sewer Outfall 3 Attachment A Parcel owner information • Town of Nashville: PO Box 987, Nashville, NC 27856 • PIN:380118425103,380118429142,381117029415 • Stallings Oil Company: 300S Wesleyan Blvd, Rocky Mount, NC 27804 PIN: 380114439182 • McKellar, Effie: 301 St. Agnes Rd, Uniondale, NY 11553 PIN:380118429147 • Williams, Sheila: 204 Vale Street, Nashville, NC 27856 • PIN: 380118429169, 380118429261 • McKellar, Harvey: 301 St. Agnes Rd, Uniondale, NY 11553 PIN: 380118429297 • Vaughan, Ross: 2425 Argyle Dr, Raleigh, NC 27609 PIN: 380100644117 • Vaughan, John: 6709 E Park Dr, Fort Worth, TX 76132 PIN: 380100740097 • Vick, Nina: 204 Golfers Ln, Nashville, NC 27856 PIN: 380100834249 • Nash County: 120W Washington St. STE 3072, Nashville, NC 27856 PIN: 381117115668 Stony Creek Outfall Photo location 1: WA (Liquidambar styraciflua, Ligustrum sinense) Photo location 2: WD (Liquidambar styraciflua, Acer rubrum, Ligustrum sinense) Photo Sheet 1 of 3 1r��1 � 1� f �' 'r � .. � � 1 �t a F, � ' � � ii � � �� I f �;' _ i:: � 1 s�ti4ai � / �/ a Y � k. :. r �� � �� 7 `4 y tt tt � � i � � {� fir' a ,'�� :I al ti a s • .� �, f '\ Stony Creek Outfall Photo location 5: " (Liquidambar styraciflua, Acer rubrum, Ligustrum sinense, Ilex opaca, Pinus taeda) Photo location 6: WH (Liquidambar styraciflua, Acer rubrum, Ligustrum sinense, Ilex opaca, Pinus taeda) Photo Sheet 3 of 3 COPY PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): March 2. 2016 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Town of Nashville Attn: Brian Hassell 801 East Washington St. P.O. Box 1108 Nashville, NC 27856 Copy: ESI Attn: Jeff Harbour 4901 Trademark Dr. Raleigh, NC 27610 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Stoney Creek Sewer Outfall/Nashville/Nash County, SAW -2015-02655 D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION: From Raleigh take Hwy 264 east towards Rocky Mount take exit for NC -58 turn right onto W. Washington St and the study area starts behind the Waffle House. Please see the attached mao and waters location table for iurisdictional waters within the review area. (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Nash City: Nashville Center coordinates of site (lat/long in degree decimal format): Lat. 35.9793024002402° N, Long. -77.9590420289682° W. Universal Transverse Mercator: Name of nearest water body: Stony Creek Identify (estimate) amount of waters in the review area: Non -wetland waters: 700 linear feet: width (ft) and/or acres. Cowardin Class: Riverine Stream Flow: Intermittent Wetlands: 10 acres. Cowardin Class: Forested Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non -Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES): ® Office (Desk) Determination. Date: March 2, 2016 ❑ Field Determination. Date(s): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting N1VP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terns and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court, and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terns and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(ax2)). I4 during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD fords that there "may be" waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in can file and, where checked and requested, appropriately reference sources below): ® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:ESI. ® Data sheets prepared/submitted by or on behalf of the applicanticonsultant. ® Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas; ® USGS NHD data ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: Nashville. ® USDA Natural Resources Conservation Service Soil Survey. Citation: Nash County 1989. ® National wetlands inventory map(s). Cite name: Simsuite NWI data set. ❑ State/Local wetland Inventory map(s): ® FEMA/FIRMmaps: SirnsuiteNFHL. ❑ 100 -year Floors lain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: Aerial (Name & Date): or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE,• The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later iurisdictional determinations. Sign and tial f Regulatory Project Manager (REQUIRED) Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is Impracticable) N,-OTIFTC,A` ION 01 ADNfINNISTRATIVF APPEAL, oP`rms >AND PROMs AND 'REQUE+STTOR APPEAL Applicant: Town of Nashville Attn: Brian Hassell File Number: SAW -2015-02655 Attached is: Date: March 2,201 See Section below ❑ PROFFERED PERMIT (Standard Permit or Letter of permission) A _INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) B I F-11 PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D NJ PRELB41NARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above der"ision. Additional information may found at htp://y0ny.usaceam_mit/inet/fncwtion__cw/cecwo/reg or _.y Corps regulations at 33 CFR Part 331. 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. SECTION IT - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT 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. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: 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 Raleigh Regulatory Field Office CESAD-PDO James Lastinger, Regulatory Specialist U.S. Army Corps of Engineers, South Atlantic Division 3331 Heritage Trade Dr., suite 105 60 Forsyth Street, Room 1OM15 Wake Forest, NC 27587 Atlanta, Georgia 30303-8801 919-554-4884 ext 32Phone: 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 an site investigation, and will have the o portunity to participate in all site investiations. Date: Telephone number: Si ature of apEellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: , 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 Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resource in resource review area WA 35.97714 -77.96992 PFO 0.5 Section 404 - wetland WB 35.97735 -77.96931 PFO 0.2 Section 404 - wetland WC 35.98043 -77.96435 PFO 0.2 Section 404 - wetland WD 35.97987 -77.96453 PFO 1 Section 404 - wetland WE 35.97900 -77.96569 PFO 0.5 Section 404 - wetland WF 35.98113 -77.96266 PFO 4 Section 404 - wetland WH 35.98031 -77.95344 PFO 4 Section 404 - wetland WI 35.97939 -77.94977 PFO 0.5 Section 404 - wetland WJ 35.97918 -77.94953 PFO 0.2 Section 404 - wetland SA 35.9773 -77.9694 R2 200 Non -Section 10- non -tidal SB 35.9805 -77.9643 R2 300 Non -Section 10- non -tidal Sc 35.98039 -77.96425 R2 200 Non -Section 10- non -tidal REPRESENTATIVE PHOTOS F- �+ jo Al It or . •i ° . a f t,1' 1i11 i •� � I r—Jy(yl - W. •. r, -R l.;i ~ r. i ' t.. a '^rFR .Lt• ' f � a's i y � ` � .1• •i. yr - <t �z : 3: +Y' � � . � r< ,��� '.v i '$^ � . 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STONY CREEK SANITARY SEWER OUTFALL Nashville, North Carolina �' :.. FOR I glG1Y ME Pt�V41 NI.'rL FCR Yql, OECURS ME SDRO. PUNS TO PRt , YOU I NO' w- TCl). PUNS TO pK ttXl ROPE M'p NTUTE. JFAEWAN 24 it BEFORE YOU DIG, CALL o NORTH CAROUNA E CALL CENTER —ncmc.9rq PROFILE LEGEND ---iC'LEFT — —NC rnouD - - - -IV0' RIRiO1T PRO Y 80.1 IX kr BO SrA 1 OIEEFA' OUTFALL (15,S !!EE/OY WIERGEPRN STA l61 G776 (IS" SRO) .. - W RP IJ7.B1 3' dA1E1Ell WXEX2AAED BAg 74�rLP� IAC LTIYE gy PRO MH BU =IMIKm rap MIS (FAIL / \ _ 3' DL44ERR W ID BASE AGST MI TCi [d` ,u d \ M. W 67 � u OWE7R arTFkL 57A'[� IX RX' IJS91 I97f9206 \�./ ( \ `` YN RP /J7.JJ ST/LWYCREEEX WTERGiP109 M.2158m \ \ \ \ `dA1CiER W BASE p•• y'P' /v. •-�.'e E / AW Gsr r Lo STORY O�EEN aY/iFALL SrA 1915+91.60 Ga+ MP fj"r s IBIAAVV WAXroDm BASE �9 I , 04 1, / / / ✓4P // "�. AA GTT/Ur ]A^ OQ GAY J / - / ✓ % �• J TEMPORARY WE RANO J IMPACT S.7081 SF Y YCREEEK WIERCEPrCw / •// 9I 6J STA 181+7589SiDVYI94R 53 W7FALL A / SG f0b.79 /\ 161 16> IJRB9 .f r \AND CS 7E�w BASE ' W LID I SCALE: 1' 50' ENC ENCASEMENT SR. STATE ROAD rxaFPIIE ss oTNERwsF L: 0 50 100 125 150 T � TIP. TYPICAL SO �P'nair�a1re .. ... LEGEND - EDGE OF V R LE IRON APE 3' pA N.N. OIL DBC RION RPE PK' POLY wltIRON MORUTSVE E - W/71" CPENWG GOO CAST IRON WiS10E pAYETER CIC CQ407F. fE PIER HIV W4IItT R(Y REINFORCED CONCRETE PIPE - ,1p^ PIPE SSSANITARY SEWER N.H. MANHOLE _. PK' X.EXISPNG ®DIP PRD PROPOSSTEEL ED SrA STA RON ENCASEMENT 1t LNEA FLOW LINE FEET PIPE Gsr GROOLED AAP TCP SCALE: 1' 50' ENC ENCASEMENT SR. STATE ROAD rxaFPIIE ss oTNERwsF L: 0 50 100 125 150 T � TIP. TYPICAL SO .. ... ....._ - - .... _. ... m ._ . __ .. o ._----- T B' Lf x QA ._- - 145 ( � ��. _........ ��..__.._. 1 16 ..,.._ ..__.._..- 145 PSIS SS 0 5 130 Ex iiJ666 LF 19' s ax.r _ - 140 _..�tH �sw _.�i$ - - _ ...�i $ .. $ $I $ -� __ _ -_ 140 . _... rr - CA9EMOvi - --,._ -. . _ .... _. U-_ __ ... ..._ ..... __........_ 100... 0 ,... PRC. D . WAU BORE MALL 7-SPDERS JRX 0.625" PE Pw£.. 135 1M YEAR 0 1]5.4. ... ., ._...... � I — 125 ,. ` y. / ...... _ - -.. — - - ...... _ — _ —_ .. - - -_. -_. .. ...,... -. .. FILL W/FLOWASLE HND n4 J '11 (70' A'N'TS _..... oURE GP 55 O ABX _` � T". j p g -- w 135 SEAL 19843 1-24-17 - 777 181176 STA 197f0000 R7V.SIOR9 1n4/1T wmor Ra 1p._R46 WORZ SCA1L • ,•_sW MRT SUu Nx9 CE -01 T B' Lf x QA ( 1 PSIS SS 0 5 130 Ex iiJ666 LF 19' s ax.r _ - 130 - - . _... rr - CA9EMOvi - --,._ -. .... _. U-_ __ ... ..._ ..... __........_ _.. _ _.. WAU BORE MALL 7-SPDERS JRX 0.625" PE Pw£.. I� _ _...... -__- ..._. 125 125 BcwE9RE TYR') MR OETA0.. .. 120 f ... -- 8 g ____.- __ .. _ _...- L ... . _......_ . ._, _.._.. — _., .... 120 115 _ _ ___..._ ._ ___..__ _ .__... ___ _ _.... _.- ---------- --------- ------ _. ---- _..__ ..--- ... __ _-- _-- —------ .__..-.-- ------ -.. ....._. _.... ______. 115 _--- 110 _._ 4 _ ; _... __.. 110 it._. .._ i [105 - 105 SEAL 19843 1-24-17 - 777 181176 STA 197f0000 R7V.SIOR9 1n4/1T wmor Ra 1p._R46 WORZ SCA1L • ,•_sW MRT SUu Nx9 CE -01 BEFORE YOU DIG, CALL L -E= -(3E= -N 9Ec""`w0`FwPAWWNr W "FILE " POIE UK PW POLYwlt CPACRIOE OPE.NG COD CAST NOW OUMM CANE/ER cmmm= COWMTE PIER &V NKRr RCP ROWORCED CONCRETE M"PFE S SAMMY M. H. AfAAN*XE NORTH CAROLINA ®PVC Df. EMPING SEKR ONE CALL CENTER &A. DFAMEMP Ov PRO PROPOSEDSTA STATION Sim LF WEAR FEE ENCASEMENT LF PPE FLOW LAC GROOMED SAP 11, ENCASEMENTSR. STATE ROAD IR. YEAR Ex -r. ST STREP ma 2m S.R. 1670 S70VYAm OREM OVWAU STA 10+ 44 S R 1670 FIRS T s TREE r EXT AN IW 3989 5'91AAEMN wlt)rlDwm sAw ff-�ARY RAND AMD CST FLA r MP IV IMPACT 32.578 SF ME puw ACa= ��EW,,r -- - - - - - - - - - - - - - - - - - - - - - - - ss -0 TOW, -- - — - - - - - - - - - - - - - - y Wv.. F2284 'E�rv� Aq� '0�� 0,q.& 40all psi? � •:i� , --l. Ira,, r CMU El 1:22 iffir V J0 PMT; OW M3 53 a= ow 2571r 77!����2701 x1famr CONSIRLICIMA'n AS - - - - - - V� -W!X 3& I I L Mm FFS-FOW 1607-V� - --- - - - --- - - - - - - - 7 - - - - - - - - ip --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - 0- PRII AN 97 MMMW CIXARAN9! PRa Aw &I PRa w. SmNr CREM OVT&L 0 PIPE X MVC IS' JOW SrA 208+dI24 SnYVY CRMMK O!JS`AU VAN;x"m SrA 2W*0124 AIR Top 13925 W TOP tM73 �5'01AAIFIER W/EXIEMCM UAZW W/rxrmm A45E S'DWX7ER BASEani AMP GSr Pur MP LO -Aw GsraAr TOP w AND GSr FLArM LIP PROFILE _�FNQ —T "S�GRWIAI ", MT ALL PIPE CLASS B BEDDING UNLESS OTHERWISE NOTED. SCALE. 1" - 50' Or 50 gam; 100 �125 150 Z'A a2,aa V's SEAL 19843 ('71A -X .,A .111= RENAOxS ,/24/17 ROBOT 'T .......... ....... 145 5 145 iCMDE 140 140 . . . ...... ..... ---- - ------- - -- ------ ------- lli7� PAVOSM GRADE �9O�f RPE i I ,,aOSTD5 BOVE FFE -Ul JOQ YE W137.11' Ff. 1nc GRACE ASOIE 135 -T 2.1__ (2D' MN rS M:00 MM OINDWS I 135 5151. I 4M71 if PW psns a aon ocx M5171 LF m, P� PSY16 0 o�z 130 �-j 130 SEE AM, 7\-E �N OSED 125 CROSSING P,_ PIER DET CONCRETE it 17�4-1 IS' CL. Iio S., SUNG 125 wt 120 44 120 115 ........ . ....... ------ ------ 115 110 110 105 105 Z'A a2,aa V's SEAL 19843 ('71A -X .,A .111= RENAOxS ,/24/17 ROBOT 'T BEFORE YOU D'G, CALL I v ~ NORTH CAROLINA NE CALL CEN ncxc.aq �(I•���Nf rtNl V vNv N •• y v� \ W W RIEMPRYZ ZONE I /U�{ BUFFER IMPACT 114E PRO MN 1.151 SF PRO. 70 TEMPORARY STA 215P5FEX ��� SM 21CREEEK 5 OURALL ZONE 2 MN i(p IJ9.W W TLp I.%E7 BUFFER IMPACT 3' dAMETER WjEXiENOfO SASE s top lJo w/txm✓am eAsf - U.S. 64 BY-PASS' ... 1239 SF. I g - AM7SrFA pw AND GST MrRpLn ... <- ._,.. ..,._ �, .,,,_ „•, ..- •••' '• ... - ..._ ._. 3333. 333_3 •+, .Y �•• - :• tY '" 12 LF iB ,. .. .. CALO LATER Td' W OF d° N W 17137tH - G" 7ED 801 °` drz]+ aeAaE Is rJ�.T -,,, t _ .. 3333 - •-.: ^, 1 NT PRQ W 72 SRWY CPLEFFN OUTFALL Sr221I029F U.S. 64 BY-PASSW MP- s DIAvfrfRr/EXIENLFD SASE AND ECCEM7 LYINE if JO PTC L90D P5115 55 O 0 LM'X Q W Y = U J2J9 SG FI M' L'aNSTIi1/CRdI/ - - "t Y REF P 1.OX - T4' EASFYENr ' ,y f p% y MV 170311 ✓'/ i, -:1 M ; A _`� , - \/3333... C(RSRR/ TI(R EASEMENT X,� e..r / _ PSII5 \ lF JO• PK 000 - - _ -•.- - --IOaT 20' SEMfR EASENEN� - - -.. n .. �+.. '�..✓ s 1.251 SN Ff •� TO' sEre FA-47E'Nr \---yL.f �.�. -J".. .: 51. .. .n l 10'SEAER 1. -ENT ..�...�. m I_ ._. \ - x4 ZA - - l ,.3333.\ ..3333 --- ETIT - -----_--..--- - - - -- CONS iRUCRd/TR'L ASOM u] - Y Q O .7 5 1BS09�(fi]0 dASS 50 LYa.i�S O nO9X +. - - - - ` - -T— u , _ 1 �I ..�•' (2� .PN/S REOLkPEO UNI N0 0 OOiRNISE) -.. 171 S7 LF J0. PLL' ODD P51i5 55 O 0.LKX� lNV AJ0.0 1�'� � - (10 ,AANIS AEOMED. dyES --_—•\191rtwaaARrcdsRuarcw/AxLEASENEN�--�_ 20• TEMPORARY - - - .- � OI 55 O RWX _ _ _ _ - •� _ nn1ED OR[RWSE) - - _. --.- -PIM - - Z o .< m a Z V\ _ _-_— --_ 1 t ,-----------A = \ -------- - MNT SRRY CREED+ WMALL SrA 10+91!7 DIAMETER WAHINE BASE - ;. T asr ru r Io^ Lo h \ �•° I TEMPORARY METLANO IMPACT 3J25 SF. ,, - 3333: ; - • - - • , ` Z \ \ /� CLEAN OUT EX Dl rCNwAorFL r Ew 170 CONTOUR I • _ E EXISTING dICN / . - `. \ f O PROFILE LEGEND - --0 tG — ElaSnM — _ R-TACC rnpMo B REDOING SCALE: 1 • = 50' M MSS UN1E55 OR1ERNiSE NOTED 0 50 100 125 150 474 m 4 _ - _ y --_: _ .�.- _ 3 33 _.� _ .: _ _ _ --- .. ". Q 145 _ ...._...... _3333 ..k } _..._ ._ _ .. 145 N Q �a 'w� RR - r. g _ 3333 j H �. : Ras N - - - 140 _. � � h �i h - _ _-- - _. - - - - - - 140 SWA � -- ------- -- _ "._ ,3333._ _ 3333 .._ 3333". ...._PAA GT7ADE nLE PIPE - _ .. . _ _ ones' ---...- - -CRAPE BOL£. PIPE__. 135 _ N _ 1d -..1 IS REddRED. _ UNLES NOlEO 0 MISE f i _mo i r -o y w �' - • .. 3333 135 Q I 333_3 (' W S 0231 Ll JC' P.t OW SITS 55 O ¢tX O .iCN11 !F x Pli' C1aD P5113 55 O OC6X Inn LF >canPstlSl O na3X \ 130 130 ~ SEf..ER/AL PPE SING COATRM ....p .. .. _.. -..-.. 3 333 1 25 PER zD' rl 2D' 125 .. , , CA ¢PSEAL 120 _ _3.333_ .__ _. _ _ _ _._. 120 = = .. 3333 W W '166 3333 .. _.. .. ..... 19843 . '•. •. •.F R;::: _. 3333.. 3333. _ w c�� 3333-- :. 3333. 3333. 3333._. y4, C � CIMC �/C141EL 115 3333 _ .-_ .- . 3333 __........ _- ._ _3333 ..." _____.. .._ _._.. .. ___ ..y___ _ .__ _ _.. _... _3_3__33. _ 115 - STA 2n+0000 _ ."3333_._ _. _ _ . .- ' _, -_33,_33_._ 3333. :_, ._,. __... 3_3____33 _.__ _._ft _ ,. _."_._ _ _. ..._ _ _. - ."._._. ._..._.... STA 224+00.00 110 . 110 ausoMs 1n4n71 T 105 - 105 ESE Rn 9mA-WS MOR ery. ,•.'A' 211+00 212+00 213+00 214+00 215+00 216+0C 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 _ CE -03 BEFORE YOU DIG,: CALL y h p /� N•� NORTH CAROL] A ONE CALL CENTER1 �+tF _ \ '� .'PfF,I• P trF:: �X� 71Z ��, �J —n—mg - — ' 120t, Sob' BORE rIT It TA s` 1 PR0 NN 777 (R — — S 6.96.6 MALL SDI 2 1J6+95.66 V AI, APDMAEx/600 — ` 3 TER MA,YMWD ..E ', '.�'... e„K �,,, AAO EGaNIRIC Ca 7 ` w I I I �♦y O t. � U U 30Z Uq 64BY-1 ASS dos PROW 7J 51CWY CREED( O/1FALL PRO. AM 71 STONY UEEEN d11FAt1 STA 129+1291 57[WWCRQEA W�'� � � Q SrA 213+07.97 w TOP 141]4 s' OAAEIER wlerm+Dm BASE AAO ECCMnaC CONE - U.S 64 BY PASS - � °°'«�' A, TOrnPiu� - - W5155LU FAIL 3' OYAAETfR wjlYiEi[YD BASE 3' OAWM? w/EXIfIOED BASE WT9I,00 91 AM ECCENIR/C COLE /EMPGNARY COVSIRUCAaVj}RL EASELENl AAO fLCiNiR/C CGwE ,I WTpANfrERmW TENDED BASE et VQ ••• •— . \ , L� r •� _ \ \ CCGGYITN' -.— , \ CWDPSIIQ SS O L106x. _ 10'Sf11ER EASEMENT- --------__— 100. A Lf JP P9F aG19 P51/3 —__— •:-. Al- — — — — -I \ `/ rdT Jf�(} m• ?4B a7 \ \ 55 O aa6x - _ G.V 00.052 \\ \+\ I -7j201EWppARr .. Nl'7EMPLRARr CLN'SIRUCD0N1%7U. EASaVVT ��.,. \\ �gV EASE/GYF� \\ '239'a±4;'BO EWT \\ t 7F�NPOAARY Q — L -------_--- - �...- -"•' —_—__------.-- ------- —.,-.—_.— �7EMPORARY 1—� L—rCl--_.� \='l E 2 � 1 \ I \\ - �,ti �.. — — ` .\ `' ` — — _ — — NE1LA0(0 TEMPORARY NETLA(VO �.. 64PACT 5165 Si_ 4UPACT 5767 S.F. ///7 / " . \ I \ a �' �1 `O` t WPACr I �49 IF. � ! \ \ \ I nI Mb , •, ..iii// \ , , PROFILE LAGE N 7D 4`-���,�, -- / . FW `\ N W I — - —MYING GROIMD - - - -to' Po01T ALL PIPE CLASS B BEDDING UNLESS OTHERWZ NOTED. R \ '/ - �;'^� US 64 CONMELED ACCESS 0 k SCALE: 1' - 50' 50 100 125 150 IWA bi 155 k _. _ k . _.�§�� �..._ 155 a Q 150w3� _iia _ / H�..W� 77 150 o --- ---C 145 - __ _ _ / i . ._ 145 W �w YEAR tam' _ O ♦ �/_ 140 __� --- -_ --- --- �- --- �/ 140 ._..... . Q .� ....... ... .._ ... .,..... ... _... _-.. ......_....... ......._ _-.__....... __ 100 -_.. YEAR O 139.2' ._ - ..._._. .. _... ...... ..._"-. �,, ....._.... - ,..._ .._. —_.. .... _ _ ...........Fi(E 6 VOAFED. TO TOP OF NNULAP VOO G ...-_ _ .. R'M .. _ _,_ - ..... FILL - W/7L0WAAE iQD ,. _. CL N00w1ED. EDOING� - 75 TP° O' FIPC FlL _..-.- ...... .. y ..... .... -.... � ._...... W OWA3LE F'LL Q � 1 35 .... .. / 59 (f 3G P1C EAXI _--- 135 T �l1 IC0.11 Lf JO PW G'CO PSJ13 55 0 0,06% x00.71 LF 3U PITC a00 Psf15 55 O 006% - - _ ASIlS SS O 006% ,v,,\v�ttt (o qui AND._.-_- F 130 -. _.. _g _. .. _ ... ... `_ _____...__ _._ _ _ — 130 SEAL 19843..... -a m- ... CIKW - ... - -- - "( 125 ..__._ --- - — _ - -- 125 S _.. r8TA 22.10000 _...-._. ., _. .._._r STA 238+00.00 120 W 4 4 r _ 120 115 115 nc Na 7n�6a N06Z SCASL: t'.6w YFRT. SCA1L MOTE 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 CE -04 BEFORE YOU OCG, CALL. NORTH CAROLINA SHE CALL CENTER wW.nco _9 PRFILOE LEGEND - - — _—EWsnNG avnn S� APO MH 78 STONY OPE£Elf al7PAU 5 STA OIOP/33I , MH rLw "im 5' O AW7ER W/ TLAVED BAY 1 ^ Aro DST MT RW LD PRO ANI GO \ (SEALEALK AL W DIP - ��// STONY 247+6212 CREEl1L OO/FALL MH 1 A7 715.3J ^ / / / 7a^ 1600 W�,..a PRa 79 `' \ 5' DIAMETER W ]ENDED BAY \ I / Y SRWY O[LSYWFAL.p AND DST aAT70P S STA 24YOP3+3712 ., (SEALm M.N. �/b DIP D 144135 UK BAS IrMPORtala TANG TAi IISs Q WI —A M.N. w/B DP ------ NT AT IIS SJ �= TO' 7EMPCNARY � 7EMPaRARY wE/LANO - - - - - - - - - - - - - - - - - - - - - - - -• - OVS/RMC EASpRNT IMPACT 12,959 SE. _ - - - ��--' –-------- ----- –: – +aan�m cusssoaPsseaas -- –+aan rrD vc _ N iscMe r - _ -. .•. +� 2111 MWp~, lUP"y COINS •- - - - lRUC7/ay EAYMENT W – 7ArK,.- -.. -ir 17 CALMA7ED BOTIaI Of 30' DIP ORADf /S 13L90 STO/Vy CREEK- \ GAL= /0P OF .70" DL° GRADER 13Sq CALcLUTED r7Dv o< a7a5 aeADE a ru7s PPE IA WOW 19" ABOVE PLOMJ/E OF D1704 EAISDNG DITCH NRA. NATURALLY "sxrN ' emr. Am aaa '¢s D'ALCLCAIED BOTTOM or 30" GP WAGE IS 13360 - .. • ��, _. CKCUA7E0 7CP Of 30" OF GRADE Is U&IB CALCI" ED BOTTOM GF DOTM GRADE Is I3A36 - N. DIP PIPE WL CROSS SZZ" ABOIE FLORLINE 'sa Cf DITCH. EVS77NG DUTCH MRL NATURALLY Y' YS 4. -61 - SCALE: I" - 50' 0 50 100 125 150 135 i�, � — y`N 312.58 Lf PVC CR/0 P5 .._. -. _.. -_i' .. .._ ...._ -. _. jii _ 155 19 CNWMD 00 OF 3O'OP Ls MUM _ 130 _.. ..- (._. .. ._.. .. __........_._ __ .. .-. _ CALaAAua DIP AP IED Bu GF 36--GP-OR a' _I6136K --- DIE LS I _ _ .. PPE AIl1 T 22 A VE O OLIN its CALatATED BO OF JO" DIP GRADE 5 133! s{ 150 -. 6 0/iCN fXl H DITCH MflL NA71lR.1ELY LY _... -.-.... ..... - ... y 3K.-. IS' 13flI7" AOL A5.137.73 VN ROIrLYIE 1251._..-.___T _... - 1f Y CLA55 M ar r IN: EX.' M..._. AY6 DITCH ---. . NA7URAlLY 120 V _ V 7 (STONE TOT OF W PF CK DIE PPE} .... 145VENTr- 115 _./.-. ..... _.. a DIP 6.. OIP ..._.. .. ,.... _... 14..150D 100 AR 0 143.17 L7 50 100 0 1431]' 140 135 i�, � — y`N 312.58 Lf PVC CR/0 P5 '15 55 a ODER CNWMD 00 OF 3O'OP Ls MUM 130 _.. ..- (._. .. ._.. .. __........_._ __ .. .-. _ CALaAAua DIP AP IED Bu GF 36--GP-OR a' _I6136K --- DIE LS I _ _ .. PPE AIl1 T 22 A VE O OLIN CALatATED BO OF JO" DIP GRADE 5 133! .... -. 6 0/iCN fXl H DITCH MflL NA71lR.1ELY LY _... -.-.... ..... - ... CALa/LAi® CA[GKA�iA bO GIP PIPE IlEX 30 � ,�' OP DR (y'. ITCH TCH A IS' 13flI7" AOL A5.137.73 VN ROIrLYIE 1251._..-.___T _... - ar r IN: EX.' M..._. AY6 DITCH ---. . NA7URAlLY 120 V _ V 115 BEFORE YOU DIG, CALL •. m � a \ � \ � L ,n v NORTH CAROLINA II S(Si I ,Cta' .Oil . 02• 6e 0 - EX. CHAIN UNK FENCETO ALL BETO BE REMOVED. CONTRACTOR TO COORDINATE SAL VALE ALL PARTS PUMPS NwN N N N ..N.. Z W � Z NE CALL CENTER \,� aya Aj '�u �((� 0" �1 y T �. FENCE, ETC Wa W"'" OF UT2LITIIESEEX. DIRECTOR ORCCH WIN 0� �X8 O L<. Z )' ` BE ABANDONED sCALZ- 1"-30' W Z PRO AEIrte . \� •. �/'\ \ T EEX WMALL STA 251.6XI2 W TOP 151.97WIMVIM \/ \~y `�'A N/ `.._B\ •i, \4 \•'�yw a:Y '" W ANDELYYNIPoC BASE ': .- +1F \ • f ..•7.t $� / `s `) •6 ® y > 8` .I 70' TEMPORARr CONSMUC77ON_- CASEMENT '� • / '{y� F�. \ \ �..>�ja 4 , % � .T, LlyB'� `. \ ,. ! C �.� V { PRO W BI /REPLACE IX MN) �V��lt� /c(1�.E\ Y OUIFALL / " -� r / til, �� - \ •�', O N r, STA 255.#54.OJ / , MN ICV 151 DZ$� "'V Z 5' DWLTER W/EXiETOEO BASE /I¢i - // VS f ,.1 • !`X AND EcuNRBc ca+E / sEM \ � �n _ ; \ \ \ '14 r •1 \}\ ! �/ P' / ) \ I.. / , i 1,p �1 — ,. PRO W 85 (REPLACE EX W) 3o O m fQ \ /• ,\ \ b^SSt.MN'N / Fr/ / t'f`X�•�.L .� �j �,f \ •'i\ SiT25IOKEEX OUTFALL W xs � ZO' )ENPQRARr Tp \ �'•" 6 V: H INA / Y4�•/ Ip ,� /J/' r a \ `. ♦ v W 1'.M `� 7nawl \C / - 6 ! \ S' BA^ IIS? 4{ \ YffRR W BASE COJSi '�\ �, .. / �" \ ) \` \ \ L EASEMENTTop '�'./��s' . \ N \$ `tom\ '` - +. , l ' :.,£X B�Sq l + / AO{C57 FLA im \ e . .. ,erg,/ •\ 51 -....,.-... ..;_, ._. •�,• I,li`Af V n PIG Om.�ill Sr a Bdf_... /' 1\ \ — .; --- -- 57CWYµCAEIDf O/iFALL -" \ *� — - - �, /+'• bd ` l / �,_ STA ISJ+2142 147.5) .v21 — — — W /O° 11737 '- c. y-. p� 3' O'AMETER W BASE ,. ..� -� I .. ..• AND GS7 illfY R9' 00 L C I \ \a9y I , - (SiFPSON ' ANO 3'iy90E `FfW 801wr \`. 2.tr FRGHER ABOV[(XUOE) PROW - - I' ' i - •" .. •- ° �! . .:• STONY C1PEE a WITALL �1 \ \ , 9 i s bK t \ - •. ,. STA 15NBS05 1 �.. � TOP 117.91 /( 9FFfi``,` \ i "0 ._ ... _ . _ ._ _ .. _. __ ._ •• ^' " i _ _ .. .,. 3' DIANEIER W BASE - _.� ,S. L AND GST FLA /�Or � .L _- \ \ : } ` •y Q � PROFILE LEGEND ---Ewsn cLwwNo ----,o'auMr SCALE: 1" = 50' 0 50 100 125 150 155 _..... . H aul ...... __ ..._..... N3hg � 155 150 -�: s ._.._.. _�k � a ....... ._MZ :� a h .. _ 150 �Q sr. a 14 .......... ... ,... ..../ �. _ 145 . _ ..... .• _.... ..........i00-YEAR -NS:FS'.\.. .. .. ......... — 'i S' _ 145 SSB MO PI TC9lE TO TO^ .. BEOONC WIN _.. ..... .... \\ \ ...: .._ _ / TONE 10 RP or ..... 47'.. .l I CNP _ ... .. .... — ...... ... ...... ...... ........ ... ....... ... ....... _..... .. B.. /NV, O \ _... 140 _ _ _� � � 140 - h ._.._ ... ....._ -.. __. _..__. _ _... 135 U JO' 13201 IF 30' I F PW LTL1D 137.35 !F JO' YC 61.68 30' PVC OQO IT7.&B Li J!Y PW P57t3 SS �86.i- 135 1400.71 PYE pA7 PSI 01 SS' 0.087 PSitS 55 O Q05x 05713 O 0.08X' C£ EATS7Yl 6" LBE W J FROM WEST r. � 4 130 130 - SEAL 3 19843 = .__-- .__..-._. 125 125 - Yhi - - - h .. ._ ... -. _ _.. _ ............_ _ STA 257i-3,AA5 ��swMs 120 � 4 ya 4e_ 120 115 , ... ._- — _.._ _ ... --_ .. _..... ... . 115 ......... ........ I LL EaE Nn �a,.-as Konz scAlE: r.sv Y•JEi. OGLE: N(ME 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 CE -06 t— I Fnor THF FUNS I HA',F — — OFCLan£4 T£ LCRO. FLANS ru rmvrcn ,w ANV N0, IV n • — —1 I� taw. ,