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HomeMy WebLinkAbout20120021 Ver 1_Application_20120106wr ' STATE OF NORTH CAROLINA -1441, 3 IN, DEPARTMENT OF TRANSPORTATION `0%0,,9 BEVERLY EAVES PERDUE GOVERNOR January 6, 2012 Mr Ronnie Smith U S Army Corps of Engineers Wilmington Field Office P O Box 1890 Wilmington, NC 28402 -1890 Dear Mr Smith EUGENE A CONTI SECRETARY 201 20 02 1 Subject Application for Section 404 Nationwide Permit 23 and Section 401 Water Quality Certification, for the proposed improvements to the interchange at I- 95 and US 301 in Robeson County TIP No I -4413, Federal Aid Project No IMF -095 1(64)22, Debit $240 00 from WBS 35901 1 1 Please find enclosed the PCN form, EEP acceptance letter, permit drawings and half -size plan sheets for the above referenced project A Categorical Exclusion (CE) was completed for this project in January 2008, and distributed shortly thereafter Additional copies will be made available upon request The North Carolina Department of Transportation (NCDOT) proposes to improve the interchange at 195 and US 301 in Robeson County The project involves replacement of the existing I -95 and US 301 interchange to a Diverging Diamond Interchange There will be 0 14 acre of permanent impacts to riparian wetlands resulting from fill in wetlands on this project, as well as 67 linear feet of permanent impacts to jurisdictional streams associated with improvements to service road, SR 1791 (Dawn Drive) The let date for this project is July 17, 2012, with a review date of May 29 2012 however the let date may advance as additional funds become available Regulatory approvals Section 404 Permit All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771 115(b) The _ NCDOT requests that these activities be authorized by a Nationwide Permit 23 (72 CFR 11092 11198 March 12, 2007) MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699 1598 TELEPHONE 919 707 -6100 FAX 919 212 5785 WEBSITE WWW NCDOT ORG LOCATION 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 -4328 Section 401 Water Quality Certification We anticipate 401 General Certification number 3701 will apply to this project All general conditions of the Water Quality Certification will be met NCDOT is providing five copies of this application to the NCDWQ for their review and approval Authorization to debit the $240 Permit Application Fee from WBS Element 35901 1 1 is hereby given A copy of this application will be posted on the NCDOT website at http / /www ncdot or /g doh/preconstruct/pe /neu/permrt html Thank you for your time and assistance with this project Please contact Tyler Stanton at tstanton @ncdot gov or (919) 707 -6156 if you have any questions or need additional information r) Sincerely Gregory J Thorpe, Ph D , Manager Project Development and Environmental Analysis Cc NCDOT Permit Application Standard Distribution List NCDOT TIP 14413 Page 2 of 2 O�0� W A Tf9Q 1 1 `, _ -qc Office Use Only Corps action ID no DWQ project no Form Version 13 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing 1a Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit 1 b Specify Nationwide Permit (NWP) number 23 or General Permit (GP) number 1c Has the N WP or GP number been venfied by the Corps? ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® 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 ® Yes ❑ No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project Proposed Improvements to the interchange at 195 and US 301 2b County Robeson 2c Nearest municipality / town Lumberton 2d Subdivision name not applicable 2e NCDOT only T I P or state project no 14413 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No not applicable 3c Responsible Party (for LLC i f applicable) not apphcab /e 3d Street address 1598 Mail Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6100 3g Fax no (919) 212 5785 3h Email address tstanton @ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not applicable 4c Business name (if applicable) ;d Street address 4e City state zip 0 Telephone no 4g Fax no 4h Email address 5 Agent/Consultant Information (if applicable) 5a Name not applicable 5b Business name (if applicable) 5c Street address 5d City state zip 5e Telephone no 5f Fax no 5g Email address B Project Information and Prior Project History 1 Property Identification la Property identification no (tax PIN or parcel ID) not applicable 1 b Site coordinates (in decimal degrees) Latitude 34 6701 Longitude 79 596 (DD DDDDDD) ( DD DDDDDD) 1c Property size 43 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc) to Saddletree Swamp proposed project 2b Water Quality Classification of nearest receiving water C Sw 2c River basin Lumber 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 Natural communities found on the site include maintained /disturbed and mesic mixed hardwood forest the main land uses in the project vicinity include transportation commercial development and agriculture 3b List the total estimated acreage of all existing wetlands on the property 0 25 acre 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 650 3d Explain the purpose of the proposed project Improve traffic conditions and safety at the 195 and US 301 interchange 3e Describe the overall project in detail including the type of equipment to be used The project involves replacement of the existing 195 and US 301 interchange to a Diverging Diamond Interchange Standard road and bridge budding equipment such as trucks dozers and cranes will be used 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments 4b If the Corps made the jurisdictional determination what type ® preliminary ❑ Final of determination was made? 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company Stantec Name (if known) Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation March 2 2010 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ® Wetlands ® Streams tributaries ❑ Buffers ® Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of Jurisdiction number— Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ — non -404 other) (acres) Temporary Site 1 ®P [:1 T Fill Bottomland ® Yes ® Corps 0 06 Hardwood ❑ No ❑DWQ Site 1 ®P El Excavation Bottomland Hardwood ® Yes ❑ No ® Corps ❑DWQ 0 08 Site 2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4 ❑ P ❑ T TEE] Yes ❑ Corps No ❑ DWQ 2g Total wetland impacts 014 2h Comments There will be 0 08 acre of hand clearing Additionally there will be <0 01 acre of temporary fill in wetlands for erosion control measures within the hand clearing area 3 Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of Average Impact length number (PER) or Jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps 404 10 width Temporary (T) (INT)? DWQ — non -404 (feet) other) Site 1 ® P ❑ T Fill UT to Saddletree ® PER ® Corps 6 37 Swamp ❑ INT ❑ DWQ Site 1 ®P ❑ T Excavation UT to Saddletree ® PER ® Corps 3 30 Swamp ❑ INT ❑ DWQ Site 1 ❑ P ® T Fill UT to Saddletree ® PER ® Corps 3 10 Swamp ❑ INT ❑ DWQ Site 1 ❑ P ® T Fill UT to Saddletree ® PER ® Corps 3 10 Swamp ❑ INT ❑ DWQ Site 1 ❑ P ® T Bank UT to Saddletree ® PER ® Corps 3 42 Stabilization Swamp ❑ INT ❑ DWQ Site 2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 67 Perm 62 Temp 31 Comments 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 mdiv ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tein'uia UT to 01 ®P ❑ T Saddletree Fill Stream 001 Swamp UT to 02 ®P ❑ T Saddletree Excavation Stream 001 Swamp 03 ®P ❑ T UT3 to Saddletree Fill Tributary to 005 Swamp Waters of the U S UT to 04 [-]POT Saddletree Fill Stream <001 Swamp 05 ❑ P ®T UT3 to Saddletree Fill Tributary to < 0 01 Swamp Waters of the U S 4f Total open water impacts 0 07 Permanent 0 01 Temporary 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavat Flooded Filled Excavated Flooded ed P1 P2 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) 51 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 ❑ Neuse ❑ Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number— Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary required? 131 ❑P ❑T ❑tees ❑ No B2 ❑P ❑T El Yes ❑ No B3 ❑P ❑T El Yes ❑ No 6h Total buffer impacts 61 Comments D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project 3 1 fill slopes where practicable use of grass swales construction will be within existing right of way 1b Specifically describe measures taken to avoid or minimize the proposed impacts througn construction techniques NCDOT Best Management Practices for Sedimentation and Erosion Control 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the piolect require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ® Yes ❑ No If no explain 2b If yes mitigation is required by (check all that apply) ❑ DWQ ® Corps 2c If yes which mitigat ion option will be used for this project? ❑ Mitigation bank ® Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank not applicable 3b Credits Purchased (attach receipt and letter) Type 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 134 linear feet 4c If using stream mitigation stream temperature ® warm ❑ cool [--]cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested 0 28 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 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 ® 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 E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b If yes then is a diffuse flow plan included? If no explain why ❑ Yes ❑ No Comments 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan See attached permit drawings ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ® DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? not applicable ❑ 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 ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties 4a Which of the following state implemented stormwater management programs apply ❑ HQW (check all that apply) ❑ ORW ❑ 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? N/A ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? N/A ❑ Yes ❑ No 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? lb If you answered yes to the above does the project require preparation of an environmental document pursuant to the requirements of the National or State ® Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval letter) ® Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the -fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development which could impact nearby downstream water quality ® No 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 Due to the minimal transportation impact resulting from this interchange improvement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary 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 not applicable 10 5 Endangered Species and Designated Critical Habitat (Corps Requireme -•) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? ❑ Raleigh 5c If yes ind icate the USFWS Field Office you have contacted ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NHP USFWS NCDOT field surveys 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat NMFS County Index 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e g National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplain') ® Yes ❑ No 8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA 8c What source(s) did you use to make the floodplain determination? FEMA Maps Gregory J Thorpe, PhD ( - (0, 1Z. Applicant/Agents Printed Name A lica t/Agents Signature Date (Agents signature is valid only d an authorization letter from the applicant is provided 11 RECEIVED MAR 5 2010 PRELIMINARY JURISDICTIONAL DETERMINATION FORM E`VISION U HIGHWAYS BACKGROUND INFORMATION PIKA -MICE OFWUHALENVIROWff A REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD) March 2, 2010 B NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD Tyler Stanton, NCDOT 1598 Mail Service Center, Raleigh NC 27699- 1598 C DISTRICT OFFICE, FILE NAME, AND NUMBER SAW- 2005 -01004 ( NCDOT/1- 4413 /1- 95 -US301 /interchange upgrade/ Div 6) D PROJECT LOCATION(S) AND BACKGROUND INFORMATION TIP 1 -4413 Description proposed improvements to the interchange at I- 95 and US 301 In Robeson County (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State NC County /pansh /borough Robeson City Lumberton Center coordinates of site (lat/long in degree decimal format) Lat 34 6704 °N, Long -79 00600 W Universal Transverse Mercator Name of nearest waterbody Saddletree Swamp Identify (estimate) amount of waters in the s eview area see table below Non - wetland waters 1348 linear feet 5 width (ft) and 1 45 acres of ponds Cowardin Class Stream Flow Wetlands acres 6 64 Cowardm Class Name of any water bodies on the site tnat have been identified as Section 10 waters Tidal N/A Non -Tidal N/A E REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY) ® Office (Desk) Determination Date March 2, 2010 ® Field Determination Date(s) by Richard Spencer 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 venfication for a non - reporting NWP 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 doe- riot make an official determination of jurisdictional waters (2) that the applicant has the option to request an appro.Gd JD before accepting the terms and conditions of the permit authorization ana 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 terms and conditions of the NWP or other general permit authorization (4) that the applicant can accept a pennit 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 applicants 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 terms 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(a)(2)) If 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 finds 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 2 SUPPORTING DATA Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and where checked and requested appropriately reference sources below) ® Maps, plans plots or plat submitted by or on behalf of the applicant/consultant ® Data sheets prepared /submitted by or on behalf of the applicant/consultant ❑ 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 NW Lumberton ® USDA Natural Resources Conservation Service Soil Survey Citation Robeson County ❑ National wetlands inventory map(s) Cite name ❑ State /Local wetland inventory map(s) ❑ FEMA/FIRM maps ❑ 100 -year Floodplam Elevation is (National Geodectic 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 Z 31,V/1c, Wigni$ure/afio da e o igna ure and date of Reg lato ode Manager person requesting preliminary JD (REQUIRED) (REQUIRED, unless obtaining the signature is impracticable) 3 ' Corresponds to Categorical Exclusion (CE) Z Expanded after completion of CE Cowardm Estimated amount Class of Site Name' Latitude Longitude Class of aquatic resource aquatic in review area resource UT 346734 -790062 RUB 751 linear feet non - section 10 — non - etland UT1 346743 -790041 RSB 148 linear feet non - section 10 _non-wetland UT2 346742 -790040 RSB 101 linear feet non - section 10 _ non wetland UT3 3d 6716 790089 RUB 348 linear feet non - section 10 — non - wetland Wetland A 346744 -790053 PEM 0 04 acre non - section 10 _ wetland Wetland B2 346729 -790101 PFO 6 60 acres non - section 10 _ wetland Pond 346730 '790072 PUB 0 28 acre non section 10 — non - wetland Pond 1 346749 -790052 PUB 0 60 acre non section 10 — non - wetland Pond 2 346747 -790036 PUB 0 57 acre non - section 10 — non wetland ' Corresponds to Categorical Exclusion (CE) Z Expanded after completion of CE o tem Ina ement PROGRAM November 15 2011 Mr Gregory J Thorpe PhD Manager Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh North Carolina 27699 1548 Dear Dr Thorpe Subject EEP Mitigation Acceptance Letter I4413, Improvements to 195 at US 301 Robeson County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory stream and riparian wetland mitigation for the subject project Based on the information supplied by you on November 9 2011 the impacts are located in CU 03040203 of the Lumber River basm in the Southern Inner Coastal Plain (SICP) Eco Region, and are as follows Lumber 03040203 Stream Wetlands Buffer (Sq Ft.) Cold Cool Warm Riparian p Non Coastal Zone 1 Zone 2 SICP Riparian Marsh Impacts 0 0 67 014 0 0 0 0 feet/acres EEP commits to implementing sufficient compensatory stream and riparian wetland mitigation credits to offset the impacts associated with this protect in accordance with the N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP 1929 If you have any questions or need additional information please contact Ms Beth Harmon at 919 715 Sincerely P Mi I Ellison EEP Deputy Director cc Mr Ronne Smith USACE — Wilmington Regulatory Field Office Mr Brian Wrenn Division of Water Quality Wetlands/401 Unit File 14413 Restoru,r, EKIWACM9 Pro" Our State, IrCCdMR- North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 -0476 / www nceep net $$$$$$SYSTIME$$$$$ $$$$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ $$$$USERNAME$$$$ CONTRACT: TIP PROJECT: I -4413 z ul b Or M Z 0 O O N N 0 c� a I + Z O 2 Q o N a Ln o T rnZ -o O O Q r O X o 2 Q O � A �i iA N Q m � Q03 N Q o W 0 i p a v D m O�O I Pt< M O O z >g b Or M Z (� N 5< -i v< O O N N r c� a I + Z O 2 Q pn� o° 0 O v o °o a yPD o =4o IQ�g rnZ -o O O Q X X IIII II II P -A+ N r Or M Z rn Z r c� a I r Iz Z O 2 Q oao•e � a =4o IQ�g x, X O �i iA m r A Q m � W W IIII II II P -A+ N �b raa@'+ R�jO e xz a r �a y nxx y �S rn c� 411-CO n o a Q � wa b Q! y Z DR Dq �� 301 +] CO' c v �x x� A EVI RD Bg If + I� Z oo b . 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I I I I I i � I 3 I i � i 3 i 1 , 3 m VI Cam. y O O O p kO O i i I z ° I l/1 rrI i Aa -4 I ko ko I II 3 I i I i i t F r p� I �p ' *pN�t1 ;3 1 1 gig $ 0 { I I I I n 1 1 g E Zi i I I o m VI Cam. y O O O p kO O i i I z ° sssssssssas 4 f 1 I I I i I sE€ t I I E i 4 €I I f I I € i I i I I I I I I 3 ' I I I € II I � ffI d I f t � f I j I !1 f I i I i I t i I f I j E I 5/28/9 i t O O O � fO I I jO MATCHLINE STA 32 +50 60 —L— j CA) 11 .o �b'u I E4�_126 i j nb rn I W ' {i { .1h. 2 N I I I m © � o i ! I I i I i ILA (Iq L4u W N EEGSPEC Cdr D/TCH i 4 + { Lr I DD rcn Ec 1252 i I I tn ' i+1 t I II I 01 O t! I I BEG SPEC CUT DITCH P! 36 +501)O/RTI I j El a 12740 I I ( +5 } i W ELEV ° !3((333 I I i 4 II I I I P/ Tom rcrlp1rC" F I F I I i EC J247Q" "' .,� I I fRTI I Zj 1 Pl = 31415DO E/ =/2 O -R�R99R I I W O BEGSPEC CtJT DITCH Po 3T +g0Dp rLT1 N 1 I `�,. j Ln b C)' ^� i 2 i= £L /2,527 I f I Z f 2 Q (j AA it O rn I I oxlhrrn N � ���mrn� ---b q +u Qw cz ` i PI;- 39+00.00 (RT) I aD1� W 0 0 0+ i0 Iy 2 y C I W �O E/ _ /2 I 9 �, l n it IF If u s 11 q u C F t �(n$Nw 0V N o h I I ilk i ry N� Ln trf I O I •� � � I I I j rnw. I If II N W L,4 Pb i ) LAI CA �7 W I END SPEC CUT DITCH I PI - 42 +50.00 (RT1 € O E, 12740 I L w END SPEC CUT 01TCH P7 42 +5000 rLTJ , t i A EL 12680 I I 1 I W I I s Ul z m i za Ia is _ \ i O O O O O I € y O v 0 0 0 I I 1 � E I I I t ' ttI 1 t I 1 I I I I ' I IF s I � , � I �I 1 £ I I 1 � E t � I J r I ! +1000 EL�t1969J o 0 0 01 1 � +3000 EL138.994 LOAC3p +50.00 EL138277 19 +79DO EL. Jr.518 I +9000 ELI�6BOP I jI 01 +1Q00 EL 136A60 to it I I ! I � +50.09 EL&.6J6 ! D I I � E t90A0 ELl33..�.�4 I ib ` I v V +1604 ELI. k7J0 k ' G1 !, ::D G I € I � I I I W � I I I � m�cn rn 0 0 0 0 0 € E � F\ x 11 x 11 I 1 i 0 �Ln� IF r I ! +1000 EL�t1969J o 0 0 01 1 � +3000 EL138.994 +50.00 EL138277 19 +79DO EL. Jr.518 I +9000 ELI�6BOP I jI 01 +1Q00 EL 136A60 +30A0 EL135333 ! n +50.09 EL&.6J6 D 0 0 +7006 E41133 9k0 J t90A0 ELl33..�.�4 1 1. j i i N' ib ` I v V +1604 ELI. k7J0 k ' ' 1 *V100 ELI�1i,32151 I i I S F � N W � I >✓ € 0 0 0 0 0 € E � IF I Pf 17+00 r n j 14 °/ 1 Ij I i II+ ! I o END SPEC MCH PIv18 +0 /Tl j 1 0 I � I ! I � i 1 i no so i�v c, � � � i s�� � I I rn bcn I 1 1 I� 65 w o i a + 10 Z O \\ +4036 EL6437 �P x1 i 8 € �� Q+3fi E 15493 j>n 40 a w m W f 4 ,+QQ,36 CL a.79 u o r r J J W N A z W N 01 `o �o ° k r I ! I o 0 0 01 1 � o o I € I n ' s ' ' 1 I I F I F\ x 11 x 11 I 1 i �Ln� tt{ CA ' ► t 1 Ef t I ! ` € J W o m p € A € " t I ! i I ! I ( ► 1 1 1 11 ! } I I OQ�$€ I BEG. SPEC DMCH I Pl - I +4 f Tl E El = l2 D6 € O� I Pf 17+00 r n j 14 °/ 1 Ij I i II+ ! I o END SPEC MCH PIv18 +0 /Tl j 1 0 I � I ! I � i 1 i no so i�v c, � � � i s�� � I I rn bcn I 1 1 I� 65 w o i a + 10 Z O \\ +4036 EL6437 �P x1 i 8 € �� Q+3fi E 15493 j>n 40 a w m W f 4 ,+QQ,36 CL a.79 u o r r J J W N A z W N 01 `o �o ° k �ly� O O O O O 4 fit( € c F f (!, ��g f II I € s }7j I I I S ! 5/28/9 Ij 1 I I 1 f 1 i 1 O +10.QO Ec .138J9 I b I f E Q i +5040 E4.146.0,2 \ I 1 f 1 { +70100 €L 14462 \ E m { i Iil BEG �c E 3 i E i t 1 € I o L 1 , I l 1 f € I and I I 1) I � t 1, II I 1 € € E I I 3 III i I ! j E E I 1RT) � r I �ly� O O O O O 4 fit( € c F f (!, ��g f II I € s }7j I I I S ! 5/28/9 Ij 1 I I 1 f 1 i 1 O +10.QO Ec .138J9 W b +30.00 eL 139.107 Q i +5040 E4.146.0,2 \ I 1 f 1 { +70100 €L 14462 \ m i i Iil BEG �c �CUTDIICH PI - 1 \ o L m� I 1 1 i t and 1 END SPEC cur D1TCt1 PL= 12 +60 +70bo E� 146 4f 1 J3 42 1RT) j € _ +90,00 EL 13992 W +1009 4L139 49 +30,Oq EL 138,84 € +50LDO €L l3q.27 € E O � O O 10 O f �ly� O O O O O 4 fit( € c F f (!, ��g f II I € s }7j I I I S ! 5/28/9 Ij 1 I I 1 f 1 i 1 I I I I ' Ln 31 1 1 p p p I, 11 I I BEG. SPEC CUT DJTCH 1 v o` ' e I EI � 56 I I I I I S I 17+00.00 (RT) I I € 14 E �o I o ,O � � � I 1y ENO spec cur DITC/1 i f € 4 I J EI E, 13 50 f ( I I � f jN x I I i o I e I\ I �L t h� �3 f � J +60.09 El , 150JQ +80.00 EL 150.93 m {' j N +00.00 EL, l5/ 15 j +20.00 EL 152,4J m Q 9 T b O �z ° tk- 1 z ;o ^ I w N W A 0 Ol ; I o O O O O O I! I o u, W � � ! I I I I 1 f I I I I ' Ln 31 1 1 p p p I, 11 I I BEG. SPEC CUT DJTCH 1 v o` ' e I EI � 56 I I I I I S I 17+00.00 (RT) I I € 14 E �o I o ,O � � � I 1y ENO spec cur DITC/1 i f € 4 I J EI E, 13 50 f ( I I � f jN x I I i o I e I\ I �L t h� �3 f � J +60.09 El , 150JQ +80.00 EL 150.93 m {' j N +00.00 EL, l5/ 15 j +20.00 EL 152,4J m Q 9 T b O �z ° tk- 1 z ;o ^ I w N W A 0 Ol ; I o O O O O O I! I IN N N W IN A 86SGN$$$$$$$*$$$$$$$$ f € � I i MATCHLINE 9TA 21+1,50 00 RAMP C f I f O O O A 10 LA 10 O I � t � 2 j ) I � �pfl2 I � i i �} g � AI I I rn ±10.00 EL 15426 X3000 Ei1154.85 Z3 ILA *50.00 El./5535 I , (70 00 €Z 155 7p /7 I rTl t fi 11 1 II* , t I 4 I I f € ' O I ' I � II ;� i I 7 I i I dp N 1 w I IIAI I I f I ' I € I Ol I I ' V I I � I I i i i 0 i I I N I O w I IC! I ! I 11 I 5/28/9 f I f O O O A 10 LA 10 O ,I t � Irn�Cb ) I � �pfl2 I � i i �} g � t„ C-0 I I rn IN Z3 ILA I , j( t fi 11 1 II* , I t w �II 1 i E�S ' I 11 f I j' I( q if 2 A I I II � rn � I � j +60130 ELI 1 +26D6 EL be--6 19 I 0 0 +4000 ELI 770 j -0, i E +60D0 EL 137.17 14 1 Z +1000 EL, 146.65 10 rn c p, +6Q,00 i EL 13614 +2000 EL 135.65 I Ij i O O O O O € € ' O I ' I � II ;� i I 7 I i I dp N 1 w I IIAI I I f I ' I € I Ol I I ' V I I � I I i i i 0 i I I N I O w I IC! I ! I 11 I fi1 , I IM � j i l Ivr ! I i I � I I I � _ �Ch I ) t I € 1 s € i trn ; I :� in ► I `� `�' I y I MATCHLINE STAY 21+50 00 RAMP -C , g ' ! p I � 1 i i t V m N. o I ( r m= ye ' � •�.1 z O O O O O V 5/28/9 ! � I O O O A 10 LA 10 O t � Irn�Cb ) i g � t„ C-0 rn Z3 ILA , j( fi1 , I IM � j i l Ivr ! I i I � I I I � _ �Ch I ) t I € 1 s € i trn ; I :� in ► I `� `�' I y I MATCHLINE STAY 21+50 00 RAMP -C , g ' ! p I � 1 i i t V m N. o I ( r m= ye ' � •�.1 z O O O O O V s Ct;;;; GN$$$$$$$$$$$$$$$$ MFeP99 $ O O O O O $ € $ I � $ —V I i 1 p � n +nfin I Q1 R� € \\ In In I € +80 .00 EL l5 �o I +00.00 EL 1519¢ \\ Q $ I CA +20.66 EL 152= 4 +40.06 EL 15346 ic r I \ g �- +6060 EL15409 +80PQ EL 154B3 I I o 0 o P o 0 I ; s i i $m ZS! A La S 0 9 10 Z £ Q �z Z �r z� y � � 0 I E1 = I30J0 — 3 € i $ I I f I $ i 1 # € t II 4 $ i i f I } € $ I I I I r � I € $ ji '-1 O j I I j 1 I I $ � I 1 i f 4 $ I $ I I BEG SPEC LAr 'V PfTCH € € f i J Et- amo J J J O O Lh fG? O +10.00 E W9 44 E ±30QO El,140JI5 +5000 EL(40�94 ; m a Ln +7006 E414/77 \ m #noun n � € ro,b , END SPEC LAT V D/TCN '-4 b Z� #$g + j I I60.Q0 EL, 14Q.65 o . 80.0 EL 140,10 w +0'0.00 EL, 0946 m 2000 EL 13875 1 0 40 06 E`l, 13791 1 I 111 N W A � I j f;T —V I i 1 p � n +nfin I Q1 R� € \\ In In I € +80 .00 EL l5 �o I +00.00 EL 1519¢ \\ Q $ I CA +20.66 EL 152= 4 +40.06 EL 15346 ic r I \ g �- +6060 EL15409 +80PQ EL 154B3 I I o 0 o P o 0 I ; s i i $m ZS! A La S 0 9 10 Z £ Q �z Z �r z� y � � 0 10 E E1 = I30J0 — N W O O A U1 O- O O j1D '-1 O j Ln € + j a a 1 I J W I of € I � 1 ) Q f 4 $ � I [ I SPEC LAT V DIrcif I € f I a rnb V —+ PI ff *00,00 fRTI I V I = 129 � E O r x EEi ! J END SPEC LAT v DfrcH PI - 19+DOD0 I f � —V I i 1 p � n +nfin I Q1 R� € \\ In In I € +80 .00 EL l5 �o I +00.00 EL 1519¢ \\ Q $ I CA +20.66 EL 152= 4 +40.06 EL 15346 ic r I \ g �- +6060 EL15409 +80PQ EL 154B3 I I o 0 o P o 0 I ; s i i $m ZS! A La S 0 9 10 Z £ Q �z Z �r z� y � � 0 10 E E1 = I30J0 — I ; s i i $m ZS! A La S 0 9 10 Z £ Q �z Z �r z� y � � 0 N W N A N Ln OS�GNSSSSSSSSSSSSSSSS O O O O E � I MATCHLINE STAI X12 +50 00 Yl- i � f I I I I i € I E I I j f fljEj I f i 4 � f I i I I I i N I 0. I E E � I � I I{ h I N l V i Ij i rri I � � I � I I NJ � { I ' BEG SPECW D/TCIH PI W f O EI ° (R.2 ( t I� I �I !� f 11 I IIp I P ' !* E N Ii ft� FP/ - 32t50.00 (M tl 11i f W i f 31 t I P! 34+ ' ( 'r if El m 1290 Pl = 35#OODD (RTl t' ' Ln El 126.00 MATCHLINE 5TA'35+50 0 -Y1—( I J I J r 00 O O O O �O t i o i i I 3 I J J i l i I N I I } I w W A i _ _ I f I z 1 t �I f {� I J 3 00 jt I I f i � O I I I I N I i I N N i I � � I I f I f l I I b � rTl Ln t-Drn I I I, I{ IE E f� li It If l{ f I f � h I � I� I' f ' III 1 If t jt € I# i i 1 MATCHLINE 5TA 22 +50 00 —Y1— � f t I � I L r O O O OO O I CD �::u i� { I� I I t� t � 3 t I I f t I I I c { f i I t I � I o �b o 'b Sr Ao a A z m a o 5/28/9 r O J N W .A t7>I Ag y O O O OO IIj 0 E f i € I o �th I { t t f l I I b � rTl Ln t-Drn I I I, I{ IE E f� li It If l{ f I f � h I � I� I' f ' III 1 If t jt € I# i i 1 MATCHLINE 5TA 22 +50 00 —Y1— � f t I � I L r O O O OO O I CD �::u i� { I� I I t� t � 3 t I I f t I I I c { f i I t I � I o �b o 'b Sr Ao a A z m a o r z� Ag y � � o A O A 10 Ln O J N N Ul CA) 0 A Ln LA N ol Ln V LJf w f 10 O O I o• f 0 O �o � o I { MAtCHLIN.E STA 48 +00 00 -Yl- � j I ! BEG $PEC LAT 'V DfrCo l t II 1 =18.5 , I ri. N W +75.00 (Rr) B£=G SPEC LAr V DITCH dl 1 { f I I rl y 1s1 +3D r 1 ' 41 1 f' I BEG LAt 5 BASE DITCH _ hN' SPEC LAr v DITCH � I I I I ( 1 1 1 P r II eb I t R ENO sPfC LAr VDITCH' P 54+z0M f�LLrl� rr� I�i'�3t�V � I I S 1 I I y I I P/ fRTI V E i o c Ln I I f 1 I ' I END SPEC CUT DITCHr� II j El = I 0 l P = +00.00 (R7`3 #I f P/ = 36 +50 fIT! ' I I 1 € IP =37+ fTl El = 12&4 # Iw tl }I i ,I t END SPE CUT DIMI4 �, EI 12r1i6 #I f ' brn d I rl � I i �I f I � I , II { f II � 1 € ' ~ EN61 LAr 5 BASE DITCH i m 1 I t I E1 =(1Z4D l I I ` { #( I j BEG SPEC LAr V DITCH I f I I I 1 i i i I � IP= f III I I { f I € i i I f MATCHLINE STA 61 490 00 �Yl- � I f N ww O 10 { # A Ln O O w Lr f i I I f W V I W OD i I ' i w l ,O i i � O I � I i { I } } � N f i # i 1� A A r l� I U, 0� I I I r A 1 V , t f f O 0 J J V E o c Ln f t I I f t MATCHLM I STA 315 + 60€ 00 -Y1= ' I END SPEC CUT DITCHr� II j El = I 0 l N1 i I #I f P/ = 36 +50 fIT! ' I I 1 € IP =37+ fTl El = 12&4 Iw tl }I i ,I t END SPE CUT DIMI4 �, EI 12r1i6 #I f i it i t i 1 rl � I i �I f I � I , II { f II � 1 € b rri ' r1l O I RT v1 n7 E I11 t it I I I I I II I tl �I #I I I II I I I� I #I I I ` I i { t I € I i f 1 { MOCHLINE STA 48 X00 00 -Y J J L J O O O 10 olo _�(n 4 CT i I NW w� r! �c I I it f € I t I iI f � f I Val a I n 3 5/28/9 i # # �J I� I i� t I a s1 IN; 1$ _,__ $$__ k k d \ � / | � � MATCHLINE STk 70+ 0 0 -1 , � • | � � | r , | w a 72400DO A/ � ! � � i \ , 14 § 0 0 i� d� |\ ! |� Ol � • � � | | � A � | ! I-Tj d �! k ' | I � |� � , | , r s eiAr *o a 1 ol ! � a,i | | � , o 14 , ! | ! � i � | ! . � �| �! ! . � | � � | � | � • � � a � � | ! ! I ! 0� | � � ! � ON � � ! i \ � § 0 0 0� | � � ! � ON � � ! � , | ! � | � | � & � mA HuN£ A 6 {00 Q \Yl- ! ! i� ! |� Ol � • � � | | � � � � | ! I-Tj ' | |� |� Go � | C), 10 | | � o � , | ! � | � | � '® §e�■ | | | |\ (\ B 2 6 | q |! ,5 \ \ \ § �kaz k k U o a 0 � mA HuN£ A 6 {00 Q \Yl- ! ! � | | ! | � � ! ! • � � | | � � � � | ! I-Tj ' | @e552r �p , Yl E 0 � | � �/ } ,| | � MAt HONESSA 701+ 00 -Yi- ' | ! ! � � | , ! � | | '® §e�■ | | | |\ (\ B 2 6 | q |! ,5 \ \ \ § �kaz k k U o a 0 -r M � �t$"$R$$ *$$* GNSSSSS$$$ 555555$$ 5/28/9 k I I s € I I J Q1, QIQ� Ul i MATCHLINE1 StA 211 +00 001 —Y2•- € m N W it END SPEC DITCH x I I I I € Kea I ria�I °� I i I El 1,29.7/ { I ( { € i [ N rn f BE SPSPEC 5 DITCH s N GAT € i EIPI 22 2X M I E 3 I Z71 7 I i I I { I Eso SPEC (,AT 'V DITCH P/ 22+50422 r/ rn€ I I t/ t I I i w I I I t 4L G I I I t { } I f 3 Ln �Lh o Lh 1 I I ol I � ] I BEG I SPEC LAT 15 DITCH 1 1 I I IZ4 ou I rn lli t i II i t I -grn�rpD� N Pl 2 !T! OD /° 1 fm � rn E f i I I i I I I € I I END SPEC LO 5 DITCH' { cyl I s 3 Pt 29 +40D0 (RTJ. El = II9LYJ EG SP4C LATE 'V' OlrCk � i LN I — f✓ ' El , 12150 N p h K nl n OW i el l�` 29+6 7€ TID/TCN I V Via g i , I w 1 tz oo I t I BE SPEC LAT N DITCH { I + El- 12430E { I (( I t N i I 10 } 1 I Gib 93 1 y i € E BEG SPEC OltGH I el - 14 +591b IRT! h 1 I E/ IZ9Q9 W` BEG SPEC AT ! T D/rcrl I m € CA) �ra� I I a P/ 20+50.00 !RT! I} 1 Lh tv i I El m l 55 ix i I 3 �� p `ate �z�z CA) ��� 1v ° MATCHLINE I STA 21 +00 00 I Y2— I g s i 1 1 A L r I M O N W A N N w 1 0 O € O O I O O p O O O 10 10 I D F a co z o c M CM Z � � O N z — � (D N WU �~ _ _ F x OU .. O O p c rn a> w a� -+ W O m � C C U C N d � � n (fl N O Cl) t~/_1 � M F N X L � � WU —a a A ca 3 W A N U O O O U z F � � O O O W W CD � C N C U r � r � m� m U � O O O O VI � (A � O O O ° V d a � � _ 0 o o N d F � ami c3 m o ° � U N m CD E uj IL N N C O C Z t � � N �U3 pC U F � c 0 N W 3 O N C � N r co 0 N U > X > m N W f0 N "O C rn C d C U m N U v c C N m N 'p m C m U O O t0 ° N m E LL o O O ° C >y N > d t + + N C m c�i N N N >N t + N d + N C U N 11 lL O LL J N � r r O LL � N Z r r r r r d d m O a o H rn a C E N N X ~ CN N O O N 0 o C LO C) a a o 0 O c = e m 3 "e O ^ N L ~ z r Q F a co o r. � + + + + t t + + c�i N N N t + + U J N � r r r O Z r r r r r O H PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO NAMES ADDRESSES Permit Drawing Sheet–LQ—of._19 - DAVID J GOODE & P O BOX 509 15 SUSAN G BATTEN CHARLESTON SC 29401 P O BOX 1266 14 LAWRENCE H OLIVER LUMBERTON NC 28358 DAVID J GOODE & P O BOX 509 11 SUSAN G BATTEN CHARLESTON SC 29401 P O BOX 1266 13 LAWRENCE H OLIVER LUMBERTON NC 28358 FAYETTEVILLE ROAD 10 ROBESON TECH INSTITUTE LUMBERTON NC 28358 NORTHBRIDGE 201 JACKSON CT i PROPERTIES LLC LUMBERTON NC 28358 Permit Drawing Sheet–LQ—of._19 -