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HomeMy WebLinkAbout20111016 Ver 1_Application_20111123STATE OF NORTH CAROLINA 4o4R�0�� U �lqy Sao kq�R '��% Sitiil ry DEPARTMENT OF TRANSPORTATION gr�Re'yl� BEVERLY EAVES PERDUE GOVERNOR November 16, 2011 U S Army Corps of Engineers Regulatory Field Office 69 Darlington Ave Wilmington, NC 28402 1890 ATTN Mr Ronnie Smith NCDOT Coordinator Dear Sir EUGENE A CONTI 1R SECRETARY Subject Application for Section 404 Nationwide Permit 23 and Section 401 Water Quality Certification for the replacement of Bridge No 44 over Juniper Swamp on NC 904 in Columbus County State Project No 8 1432201, Federal Aid Project Number BRSTP 904(4) Debit $240 from WBS 33720 11 TIP No B -4471 The North Carolina Department of Transportation ( NCDOT), Division of Highways, in consultation with the Federal Highway Administration (FHWA), proposes to replace Bridge No 44 in Columbus County The proposed let date for the project is July 17 2012 with a review date of May 29 2012 however the let date may advance as additional funds become available Permanent impacts to Waters of the US (wetlands) associated with this project are 0 89 acre Please find enclosed a Pre Construction Notification (PCN) form, permit drawings, utility drawings roadway plans, a copy of the State Stormwater Management Plan, US Fish and Wildlife Concurrence Letter, and EEP Mitigation Acceptance Letter A Categorical Exclusion (CE) was completed for this project on November 24, 2009, and distributed shortly thereafter Additional copies are available upon request Regulatory Approvals Section 404 Permit NCDOT requests that a Nationwide Permit 23 be issued to authorize the impacts resulting from this project in accordance with 23 CFR 771 115(b) Section 401 Permit We anticipate 401 Certification number 3701 will apply to this project All general conditions of the Water Quality Certification will be met and we are requesting written MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699 1598 TELEPHONE 919 707$100 FAX 919 -212 5785 WEBSITE WWW NCDOT ORG LOCATION 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 -4328 approval from NCDWQ We are providing three copies of this application to the NCDWQ for their approval A copy of this permit application will be posted on the NCDOT website at http //www ncdot org /doh /preconstruct /pe /neu /permit html If you have any questions or need additional information please call or email Dr Lance P Fontaine at 919-4316667 or Ipfontaine @ncdot gov j1A4&k Gregory J Thorpe, Ph D , Manager Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List N A o�ot w A rF9oc r O 'C 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 la Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit lb Specify Nationwide Permit (NWP) number 23 or General Permit (GP) number 1c Has the N WP or GP number been verified 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 Replacement of Bridge 44 over Juniper Swamp on NC 904 2b County Columbus 2c Nearest municipality / town Tabor City 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B-4471 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 if applicable) not applicable 3d Street address 1598 Mad Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6118 3g Fax no (919) 212 5785 3h Email address Ipfontaine @ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not applicable 4c Business name (if applicable) 4d Street address 4e City state zip 4f 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 1a Property identification no (tax PIN or parcel ID) not appbcable 1 b Site coordinates (in decimal degrees) Latitude 34 84059 Longitude 78 767196 (DD DDDDDD) ( DD DDDDDD) 1c Property size 3 4 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Juniper 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 The site is predominantly maintained / disturbed roadside shoulder and agriculture in addition to forested wetlands Land use in the project vicinity is predominantly agriculture with some residence 3b List the total estimated acreage of all existing wetlands on the property 11 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 200 3d Explain the purpose of the proposed project To replace a structurally deficient bridge 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a 66 foot bridge with a 128 foot 2 span bridge on new location north of the existing roadway alignment with an on site detour Standard road building equipment such as trucks dozers and cranes will be used Utility work will involve relocation of water telephone and electrical facilities Open trench method will be used outside of jurisdictional boundaries and directional bore (trenchless method) will be employed under jurisdictional features 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 made2 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company ESI Inc Name (if known) Matt Smith Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation On site determination made by USACE (R Spencer) and ESI on July 15 2008 No tear sheet or Action ID assigned 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 1a 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 ❑ T Fill Riparian ® Yes ❑ No ® Corps ❑ DWQ 065 Site 2 ® P ❑ T Excavation Riparian ® Yes ❑ No ® Corps ❑ DWQ 006 Site 3 ®P El T Mechanized Clearing Riparian ® Yes [:1 No ® Corps [:1 DWQ 0 18 Site 4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 89 Permanent 0 Temporary 2h Comments Sites 1 2 & 3 capture impacts associated with replacement of bridge on new location to the north of existing bridge Hand clearing (HC) due to bridge construction = 0 14 ac HC due to utilities = 0 44 ac Fill due to utilities (1 power pole) <001 ac 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 ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3 ❑ P ❑ T ❑ PER ❑ INT ❑ Corps ❑ DWQ Site 4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts X Perm X Temp 31 Comments Surface Water impacts due to bents is 15 square feet ( <O 01 acre) 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 indiv 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) Temporary 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts X Permanent X 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 Excavat Flooded Filled ed Flooded Filled Excavated Flooded 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) 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 ❑ 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? 61 ❑P ❑T El Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P ❑T ❑Yes ❑ No 6h Total buffer impacts 61 Comments D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The proposed structure will be 62 feet longer than the existing structure to provide improved hydrological connectivity The proposed bridge will be at approximately the same grade as the existing bridge The number of bents in the stream will be reduced from two to one Traffic will be maintained on the existing facility during construction An off site detour alternative was eliminated due to inadquate road and bridge facilities on detour routes Existing detour routes have weight restrictions and potentially dangerous conditions limiting the existing truck traffic currently accomodated by NC 904 3 1 fill slopes are used where practicable No temporary access within Juniper Swamp will be required The bridge is designed so that no deck drains will used in order to avoid any direct discharges into Juniper Swamp All deck drainage will be picked up in a stormwater system and discharged at the toe of slope near the bridge and onto rip rap dissipater pads Rip rap dissipater pads will be used in order to dissipate energy and attain non erosive velocities at pipe outlets These structures were used at pipe outlets in the wetlands in lieu of preformed scour holes to prevent excavation in wetlands 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques A temporary rock causeway will be used to construct proposed bents and to set the cored slab units This causeway will be placed in an area where excavation is taking place to minimize further impacts Utility work will involve relocation of water line and telephone line open trench method will be used outside of jurisdictional boundaries and directional bore (trenchless method) will be employed under jurisdictional features with staging areas set outside of jurisdictional boundaries Hand clearing utilized in lieu of mechanized clearing where practicable to reduce permanent impacts 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for ® Yes ❑ No impacts to Waters of the U S or Waters of the State? If no explain 2b If yes mitigation is required by (check all that apply) ❑ DWQ ® Corps ❑ Mitigation bank 2c If yes which mitigat ion option will be used for this ®Payment to in lieu fee program projects ❑ 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 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 1 78 acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 6 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan NC EEP will provide wetland mitigation 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 15 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 1a 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 not explain why ❑Yes El 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 and stormwater management plan ❑ 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 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties 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 attached? ❑ Yes ❑ No 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 10 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)? 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 ® 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 bridge replacement 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 11 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 ❑ 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? USFWS and NCNHP databases field surveys USFWS concurrence 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 determinations FEMA Maps 1146 11 Dr Gregory J Thorpe, PhD Applicant/Agent s Printed Name plica Agents Signature Date (Agents signature is valid only if an authorization letter from the applicant is provided 12 STORMWATER MANAGEMENT PLAN August 15, 2011 Project 337201 1 TIP No B-4471 County Columbus Hydraulics Project Manager Kevin B Alford, PE (Mulkey Engineers and Consultants) Marshall W Clawson PE (NCDOT Hydraulics Unit) ROADWAY DESCRIPTION The project B 4471 consists of constructing a new bridge 125 feet long to replace the existing bridge #44 in Columbus County on NC 904 over Jumper Swamp The new bridge will be placed downstream of the existing bridge The total project length is 0 216 miles The project creates impacts to Jumper Swamp (which is located in the Lumber River Basin) and the surrounding wetlands The project drainage consists of grass lined ditches grated inlets with associated pipe systems and np rap dissipater pads at the pipe outlets ENVIRONMENTAL DESCRIPTION The project is located within the Lumber River Basin, which no buffer regulations have been implemented Jumper Swamp is the only stream crossing on this project Juniper Swamp is listed on the NCDENR classifications list as a Class C and Class Sw Juniper Swamp is not listed on the 303(d) list for unpaired streams There is a wetland site surrounding the bridge on all four quadrants of the bridge that will be impacted by the proposed project Impacts have been minim, ed by using np rap dissipater pads at the pipe outlets and reducing the roadway approach work to minimize fill slopes encroachment into the wetlands BEST MANGEMENT PRACTICES AND MAJOR STRUCTURE The primary goal of Best Management Practices (BMP s) is to prevent degradation of the states surface waters by location construction and operation of the highway system The BMP's are activities, practices and procedures taken to prevent or reduce stormwater pollution The BMP measures used on this project to reduce stormwater impacts are • Rip Rap Dissipater Pads Rip Rap pads dissipater pads were used in order to dissipate energy and attain non erosive velocities at pipe outlets These structures were used at the pipe outlets in the wetlands in lieu of Preformed Scour holes to prevent excavation in wetlands These structures are located at —L Stations 14 +72 Lt and 19 +20 Lt Page 1 of 2 B 4471 Stormwater Management Plan 8/16/2011 • Mayor Structure A two span bridge will be placed from —L- Station 16 +03 81 to —L- Station 17 +31 19 in order to replace the existing bridge that is constructed of a reinforced concrete deck on I -beams with reinforced concrete caps and timber piles The existing and proposed bridge have spill thru abutments The existing bridge has two bents in the channel, while the proposed bridge only has one bent in the channel The proposed bridge will require a causeway to be constructed, but the causeway will be built in the area of permanent impacts in order to avoid further impacts The bridge is also designed so that no deck drams will be used in order to avoid any direct discharges into Jumper Swamp All deck drainage will be picked up in a storm system and discharged at the toe of slope near the bridge and onto a rip rap dissipater pad Page 2 of 2 ✓ ,J United States Department of the Interior I RECEIVED FISH AND WILDLIFE SERVICE Raleigh Field Office JUL 31 2009 Post Office Box 33726 Raleigh North Carolina 27636 3726 WISI011 OF H1GHMrAYS July 30 2009 PDE 4M. OF NATURAL EM Gregory J Thorpe, Ph D North Carolina Department of Transportation Project Development and Environmental Analysis 1598 Mail Service Center Raleigh North Carolina 27699 1598 Dear Dr Thorpe This letter is in response to your letter of July 23 2009 which provided the U S Fish and Wildlife Service (Service) with the biological determination of the North Carolina Department of Transportation ( NCDOT) that the replacement of Bridge No 44 on NC 904 over Juniper Swamp in Columbus County (TIP No B 447 1) may affect but is not likely to adversely affect the federally endangered wood stork (Mycteria americana) In addition NCDOT has determined that the protect will have no effect on the federally listed red cockaded woodpecker (Picoides borealis), Waccamaw silverside (Menidia extensa) Cooley s meadowrue (Thalictrum cooleyi) and rough leaved loosestrife (Lysimachia asperulaefolia) These comments are provided in accordance with section 7 of the Endangered Species Act (ESA) of 1973 as amended (16 U S C 1531 1543) According to information provided a survey was conducted within suitable habitat at the project site on July 21 2009 and no wood storks were observed Based on the survey results and other available information the Service concurs with your determination that the project may affect but is not likely to adversely affect the wood stork Also due to lack of habitat the Service concurs with your determination that the protect will have no effect on the red cockaded woodpecker Waccamaw silverside Cooley s meadowrue and rough leaved loosestnfe We believe that the requirements of section 7(a)(2) of the ESA have been satisfied We remind you that obligations under section 7 consultation must be reconsidered if (1) new information reveals impacts of this identified action that ma, affect its *ed specic„ or cr'ticwi I ab tat in a manner rlo* nre roLSlv considered irl this review (2) this action is subsequently modified in a manner that was not considered in this review or (3) a new species is listed or critical habitat determined that may be affected by this identified action The Service appreciates the opportunity to review this project If you have any questions regarding our response please contact Mr Gary Jordan at (919) 856 4520 (Ext 32) Sincerely i' I � ^ Pete Benjamin Field Supervisor cc Kim Garvey USACE Wilmington NC Travis Wilson NCWRC Creedmoor NC Chris Militscher USEPA Raleigh NC John Sullivan FHWA Raleigh NC David Hams NCDOT Raleigh NC y 7memen E a o et PROGRAM November 1 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 B4471, Replace Bridge Number 44 over Juniper Swamp on NC 904 Columbus County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory riparian wetland mitigation for the subject project. Based on the information supplied by you on October 31 2011 the impacts are located in CU 03040206 of the Lumber River basm in the Southern Inner Coastal Plain (SICP) Eco- Region and are as follows Lumber 03040206 Stream Wetlands Buffer (Sq Ft.) Non Coastal SICP Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2 Impacts 0 0 0 0 89 0 0 0 0 (feet/acres EEP commits to implementing sufficient compensatory riparian wetland mitigation credits to offset the impacts associated with this project 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 Michael Ellison EEP Deputy Director cc Mr Ronnie Smith USACE — Wilmington Regulatory Field Office Mr Brian Wrenn Division of Water Quality Wetlands/401 Unit File B-4471 kmbrrr9 Pro" OW S1"& RUM- North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 -0476 / www nceep net s I L T T rw 4 O O O O "0 LO 14, M 0 �z� F z ® x U w rA o 1 M xa z z H w ti z o o o a 00 +LL �o F w w M S;L 9L o � � � Z � o, Z m 0 �, 05 +91 3 o a v td SZ +9L _ w z w 00+9L I w¢ SL +SL 0 1 I i 0S +SL 0 0 0 0 1-0 LO 'q M o � rn ID zoo a F Q a M CL U x t E H o Q a W U — z N m � N N d o a U �wU �a N < Q �a W w Q U LL a� � U m z j �m�m x aci � � co CL � m E a � C � r U Q C fC0 U CL m�Smca p o O � U H ca N ac 0 W C l0 C C U OD Cr D p L N E y a n a W� ° -o m m co m 3Z o � 0 0 o x m U g W tv O y CL C 'O O �. 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III �� ►.Nf A�\\III Vill 1 1 US j m O a 0 O 0 o� ryb b f 0 1 �z NA ip T rr r > �^ W O 0 ba a " g O O P s o1 o= sm �a 0 yn NT N " 15 " � I \ \ 1 I J I I 1 " " " \ < _ m N \ u k 20 rA " I 1 N S 1 a r >I Yi l m O a 0 O 0 o� ryb b f 0 �z NA r > �^ W O 11 PROPERTY OWNERS N MMES 4,ND ADDRESSES PARCEL NO NAMES ADDRESSES 1 WEC INVESTMENTS P O BOX 457 TABOR CITY NC 28463 2 { MARILYN NORRIS KEMMERER 5449 OLD PROVIDENCE RD & GRAYLING NORRIS VIRGINIA BEACH V k 23464 3 SUE ANN THOMPKINS 3441 MILLER RD TABOR CITY NC 28463 4 DAPHINE N LANIER 112 DOTHAN RD TABOR CITY NC 28463 5 JAMES W COX 49 DOTHAN RD TABOR CITY NC 28463 + PER LATEST GIS LISTINGS & COUNTY DEEDS Permit Drawing Sheet—?;—Of c NCD®T DIVISION OF HIGHWAYS COLUMBUS COUNTY PROJECT 3372011 (B-4471) REPLACE BRIDGE NO 44 OVER JUNIPER SWAMP ON NC 904 SHEET OF 8114111 s v 0 A m s s r�r m 0 N \ \ N 01 J O O T r n - - -� m 1 a 1 m I o I Z I / I z 0 � I m W m m I A� 0 a m4 cCD Z -1 a ~ ___- "- - - -- <m 1.40 rn r r V `0 X c D � O a m o la 1T � I mLA -1 n 0 f+7 N O m O w r Z C �Z C O O� C ;D + N v n -4 I EA Ln .� w O I J -i1 H 0 1 !� m C O 1 dy mS 83dlNnr : dwvms lm N T w O a vl 01 p O O 1 z 1 DD -1-0 Z;D 1 rX r m W m m I A� 0 a m4 cCD Z -1 a Z V `0 X c D 't LN/1 m o la m UJmZ Q s NH ill I p I ;O Z .� z y v g Ln Z VI �>0 A H X. Z N V1 1 C) OH 1+ Z 1 0 0 mLA -1 n 0 f+7 N O m O w r Z C �Z C O O� C ;D + N v n -4 I EA Ln .� w O I J -i1 H 0 1 !� m C O 1 dy mS 83dlNnr : dwvms lm N T w O a vl 01 p O O 1 z 1 DD -1-0 Z;D 1 rX r I , O n C mi O 0 J nn oo r D m H C a m m O Z N r 0" in N lx Z r^ + m Z Z N= ` H r O m, O r m_ z m r N N 1 6 1 a� a Hx (MIN) n m rn m 1 =In m Nw - 1 { D1 I/' m a z H w m 1 m -0 l m r; o Pr H a z �q m ra ? mr z YJ w z rr 1 wO r Z A w 1 a m N rf 1 !OamO 1 �mmm = 1 f alnrmin 7H H0 1 1>zmz ° 1 imx�v D 1 ia c i ~`vA C 1 ,zxon r 1 iagm> H 1 1 mNm n N C rnz D r M CD n r (D a H v 0) v -►- o m �� G Z O { 0 r m + a D 0 L m C-) z 0 W N I 0 LO 0 d d r I A� a 1 py 't LN/1 1 Zm NH ill I p I nM a v 1 to r — N > LA O7, cl ;0 CA m m T mr H r vm ;Or- In ° 1 ma z cl ;04A y a-4 I vtn + n A Oy n 1 v m I H mm r 0) z m -+ -0 m 0 <VI 1 r Nor 1O m A*1 N m V i 1 � N O� rm D Q rN i C) m Nr m m m Ia 1 / I / or Z -1 Z ° Hx Nw 1 6 1 / z m — op (MIN) m - i Z no lH ^ O " o 'N^xm •- rn r'DO r z mNa J ON D ,E� O s z v vHr w o o r^ z + nm N - y on v "' os r ov mm \ m 1'n r In r O a r a IA r J m D Z N m °' r 4 w D µ N µ 0 w �� 10 + , m Z H npr O " - <1 >cN G') m Z m�� 1 m <^ an-IN -1 N X D o to - O HC-1 a D CD �Hx H zmM v m IX m nrH N r m rmO 1 \ O Z Imno`n N N`Ln Z m � ON C) Z r / D o ^ O w / o I p �- m M / �^ H r o N / r L__� / all x I 1 m C / N 1 ~ OI < z n m N 1 orn r I1 o `° r r 1 A J I w N �� a D r z LA J N � CD r + O r- r a m O A m O r r a 11++ a J o N pl M A O � I , O n C mi O 0 J nn oo r D m H C a m m O Z N r 0" in N lx Z r^ + m Z Z N= ` H r O m, O r m_ z m r N N 1 6 1 a� a Hx (MIN) n m rn m 1 =In m Nw - 1 { D1 I/' m a z H w m 1 m -0 l m r; o Pr H a z �q m ra ? mr z YJ w z rr 1 wO r Z A w 1 a m N rf 1 !OamO 1 �mmm = 1 f alnrmin 7H H0 1 1>zmz ° 1 imx�v D 1 ia c i ~`vA C 1 ,zxon r 1 iagm> H 1 1 mNm n N C rnz D r M CD n r (D a H v 0) v -►- o m �� G Z O { 0 r m + a D 0 L m C-) z 0 W N I 0 LO 0 d d 201118 48 \B 4471 UC tsh dgn C C C y N � H C p xI C bl bl Ry y � i y II J h y O cm o y ii >�SFQ �p n Rt � b � titi � ti `i TIP PROJECT: B-4471 n _Z goo~ � J u �r u 4i C) N y a 0 0 O V1 C = -C 0 Cos R v m C F = � CA A m to Gn D Z N u ci u o p o 0 y CA a �I �r 0 0 0 C C C y N � H C p xI C bl bl Ry y � i y II J h y O cm o y ii >�SFQ �p n Rt � b � titi � ti `i TIP PROJECT: B-4471 n _Z goo~ �G.A CO O tj a p .p 0 P ti O �A � J �r t*4 4i C) N y a ,o O V1 C = -C Cos R v O� !� C � ono Gn D Z ci / /00 m P � m � y CA a �I �r tR a i �z C2o �x °ci N A �G.A CO O tj a p .p 0 P ti O �A Ci z � � J �r t*4 4i C) N y 0-40 ®'t Ci z � x 0 n 0 a rn h c� 'C O V1 C = -C R v !� C x 0 n 0 a rn h c� �I I \B 4471 Ut UOp t dg 4. / y c I/ N C 4ati m m Q rtl \ + o LA + O \ co aFm IN K AZN + + E oa r. � � / / Ciro 1 o a / N m o'� jc+e N / o If + m K / 0 4 o C m o fE� O r r o - m VV11 / m m i x _ I/ I ^ 6 m / G a w , m a C40 � I e� ►� / , 642 95 `� a m n O O I r m s + I �� f d N Nfla 3N1 S is, 4. 11 ddINM 0 n d., �Nn o rma 3Nl s 1 a - R s a 1 1 + I N O I \ a K a' 26�i w /1 a OD mmH N 2 ' ■ 1128 �d 5 4 :4 r C H a \ \ O / O ? \ l o \ 1 ati x C.r \ + e `) / \ m �_ �f ca m z \ A is m o W c CD om 1v ` C: i F rn \ m z \ 0 Z o \ \ \ 1 1 r m z O N a a a w a m O x � w m w All Im W O 7 ., O � 0. W 3 N IN A U z w x � c I � 3 o as CL a� C- E N d AIIY O (n AI O C m .0 U N N U m IN Q E m C N E C O C N N L H C O N (0 U C _N O Q N 3 O a O � O Z a All N IN � I IIYI AIIY AI IN A n B -4471- UTILITY PERMIT NARRATIVE Columbus County Water 8" water line will be replaced via open trench method outside of jurisdictional boundaries and will be relocated to the north Water line will be directionally bored (trenchless method) under jurisdictional features from -L -Sta 10 +71 to 20 +60 with equipment staged outside of wetland boundaries No impacts to jurisdictional features due to water line relocation are proposed CenturyLink Telephone 4" telephone line will be replaced via directional bore ( trenchless method) under jurisdictional features from -L -Sta 11 +09 to 22 +50 with equipment staged outside of wetland boundaries Telephone line will be relocated to the north No impacts to jurisdictional features due to telephone line relocation are proposed Brunswick EMC Overhead power line and one (1) pole will be relocated to south, further from the bridge One pole will be replaced requiring <0 01 acre of permanent fill in wetland Aerial line will require 0 44 acre of hand clearing (approx 25" width maximally) within wetland boundary fi om -L -Sta 10 +78 to 18 +44 \B 4471 Ut UCp t dg Id I I 47 48 4847 4854 4863 4851 4826 47 46 4321 3896 34 T2 3106 2822 2620 2470 2460 2460 2466 2467 24 68 2459 2467 2467 2468 24 68 2467 2468 2467 2467 2468 2467 2465 2463 24 6T 2467 2465 24 TO 2467 2468 24 67 2483 2466 2463 2466 2463 2644 2900 3241 36 5T 4082 4380 4380 4403 4410 43 9T 4 JO 44JS 44 2T 4518 4684 4831 4968 SOJ9 5044 5029 OD D m m m r M 2 m .^ v CA CD rt � W� 3 0 0 i31 C N r N m rZ om o C D N Z r D z 15 JUL 2011144 f 06 ' y 1 R R \Roa waX\Pro \b4i471 rdy tsh dgn 09/08/99 C TIP PROJECT: B-4471 7 0 m m Z z m = _ g � D o t o 0 " I N ;p 3' A N ,,II 0 0 0 H N N 1 OT m o q A O �Q erg 70 2! O Q N O �% O CCi z g g b If II 11 II II II 0 N N N V a OC C U 3 :aRaRaea�a A _ a s • 0 m m Z z m = _ g � D o t o 0 " I N ;p 3' A N ,,II �a � y b n x n 5 Z O O m O Z � N = Z VI O 7 m i Z m C Z m A O�o m O v C .� z O � = m m N 3 N _ m v 0 v y �b 6� r r t H N N 1 �a � y b n x n 5 Z O O m O Z � N = Z VI O 7 m i Z m C Z m A O�o m O v C .� z O � = m m N 3 N _ m v 0 v y �b 6� y oil 1> 121 �Q a oS b n 8` m O n N O � v r W e m m �a � y b n x n 5 Z O O m O Z � N = Z VI O 7 m i Z m C Z m A O�o m O v C .� z O � = m m N 3 N _ m v 0 v y �b 6� y oil 1> n Z r n� n � b I a y a >Z n _ to c / Wm ti 1 O ti I I uNIPER 1` yC� Dv V V +o a e •o m �+ cm a + n A N Q \ N x �\O i "C O a 0 O y x C o � n 06 O y^ T x C) b � C N C n y� o C ,p R a 0 k U W- c� ®® ®® y i a 00 ° .- A o� T T N T W W S N p A N W A T N N ai T T X O 9 m A O O O �' c 3 o a 3 ° °" C`= v° 2 v v° v v° v° w v° m m s b o g °— m$ m h N N m m m; S N, 3 s m O CO; m m m m _�= b c a °- S o 0 o Q o v >> a a a a m 3 A a >> m C m v s f m m o °— N o < a o' s o m 3' m 0 m '� m m' o °< m^ c m m m f m 3 0. o c c a T cr 0 m CL g A ° b C x t I l l e� II��I�;I a 0-00 9��r x ®� oo to N m ° v W N 7v M s0�= �' �' g,LF a aaaaaaa�'a�' w a m_ m_ m o '008 v' v v v _i _� 0 v v v v v m p rn a Q a m m 3 N N N N i N N a q m m a a H 7 N 7 N a m a S; O a. 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Saar a D_na �5e s6�a TQ S _g aIC c C-� 3� v 3 g� 'm= p z PI" u ♦ Y N 11 y S 1 zi m 8 ti a O O O it A b � a 3 Ojya`O�m Y i I Y y aaa 1 q PI" by C �b �c �n C� y C C� C^ � 11 y S 1 zi m 8 ti a O O O it A b � a 3 Ojya`O�m Y i n n� g Y y aaa 1 q d� R ° i gZ � S� b b Y v . � } v ► $ S V Y �i � 8 jo j�' G 8 's s8��8 ♦ s� i_',E,a �� �� y�Y L ® ET 8 � L � f u by C �b �c �n C� y C C� C^ � 11 y S 1 zi m 8 ti a O O O it A b � a 3 Ojya`O�m Y i n n� g Y y aaa 1 q d� R ° i gZ � S� b b Y v by C �b �c �n C� y C C� C^ CONC COLLARS CL qr C.Y STD 84072 �t >yG 1100 III � � p m � jig p� 0 o r CONC 8 BRICK PIPE PLUG C Y STD 810 T ° ti a O O O it A b � a 3 Ojya`O�m n n� g Y y H 1 q d� R ° i gZ � S� Z z OZ . � } v ► $ S V Y �i � 8 jo by C �b �c �n C� y C C� C^ s o mlIi r 1111m, .11IS19m1 1190 fee mem nna nno nn� nom �o �a INmO� 11110 111113- 0$ 9 6/21/00 0 o 11 a � s4 s LOCATION (IT,RI OR Cy � T i1lOM STRUCRIRE NO O •� a � N O TOP ELEVATION a INVERT ELEVATION y m INVERT ELEVATION �O SLOPE CRRICAL 8 CL M O w O 7 o_ 0 N C R A A 3 C S to 064 $ o 064 14A1'a 064 aT 064 8 079 S b - a 0" 4 � � a y 109 109 y q z c y Z � y Ir SIDE DRAM PIPE l9• SIDE DRAIN PIPE O 2P SIDE DRAM PRE R." e z N n 19t EACH (0' TMw ! 01 QUANTITIES FOR DRAINAGE STRUCTURES �V r SWIM TOTAL L► FOR PAY - QUANTITY SMALL RE COL rL11 10 0' AND ABOVE ° A p S Z COL'S' C.R. 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