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20110986 Ver 1_Application_20111108
Office Use Only s Corps action ID no DWQ project no Form Version 13 Dec 10 2008 Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version Pre- Construchon Notification C Form A Apphcant Information 1 Processing 1 a Type(s) of approval sought from the Corps ® Section 404 Permit ❑ Section 10 Permit 1 b Specify Nationwide Permit (NWP) number 3 or General Permit (GP) number 1c Has the NWP or GP number been venfied by the Corps? ❑ Yes ® No 1d 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 le Is this notification solely for the record For the record only for DWQ 401 because written approval is not required? 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 BD -5102 D Pitt 144 Bridge To Bridge Replacement SR 1517 Oakley Road Over Briery Swamp WBS Element Number 45348 14 2b County Pittt 2c Nearest municipality / town Stokes 2d Subdivision name N/A 2e NCDOT only T I P or state project no 4534814 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No N/A 3c Responsible Party (for LLC if applicable) N/A 3d Street address 105 Pactolus Highway NC 33 P O Box 1587 3e City state zip Greenville NC 27835 3f Telephone no 252 830 3490 3g Fax no 252 830 -3341 3h Email address jbjohnson @ncdot gov Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ® Other specify Division 2 Environmental Officer 4b Name Jay B Johnson 4c Business name (if applicable) North Carolina Depratment of Transportation 4d Street address P O Box 1587 4e City state zip Greenville NC 27835 4f Telephone no 252 830 -3490 4g Fax no 252 830 -3341 4h Email address jbjohnson @ncdot gov 5 Agent/Consulfant Information (if applicable) 5a Name N/A 5b Business name (if applicable) 5c Street address 5d City state zip 5e Telephone no 5f Fax no 5g Email address Page 2 of 11 PCN Form — Version 1 3 December 10 2008 Version B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) �a�02 D Pitt 144 SR 1517 Oakley Road Over Briery P 1b Site coordinates (in decimal degrees) Latitude N 35 746620 Longitude - W 77 294484 (DD DDDDDD) ( -0D DDDDDD) 1 c Property size N/A acres 2 Surface Waters 2a Name of nearest body of water (stream river etc) to proposed project Briery Swamp a Tributary of The Tranters Creek 2b Water Quality Classification of nearest receiving water C Sw NSW 2c River basin Tar Pamlico Lower Tar 03020103 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 SR 1517 Oakley Road is a paved Secondary State Highway Woodlands and Agriculture dominate the landscape 3b List the total estimated acreage of all existing wetlands on the property 0 Square Feet of 404 Wetland Impacts For The Bridge To Bridge Replacement 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 60 This site is part of a longer adjacent stream system 3d Explain the purpose of the proposed project Bridge To Bridge Replacement the existing bridge built in 1953 has deteonated and needs replacing 3e Describe the overall project in detail including the type of equipment to be used The Existing 35 Long x 24 M5 RC Floor on Timber Pilings Bridge will be replaced with a Proposed 90 Long x 30 Wide 21 Cored Slab Bridge The Utility Relocation will have No 404 wetland Impacts nor Buffer Impacts Excavators Dump Trucks and Crane Trucks will be used for the Bridge To Bridge Replacement 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past'? ❑ Yes ® No ❑ Unknown Comments 4b If the Corps made the jurisdictional determination what type El Preliminary ❑Final of determination was made 4c If yes who delineated the jurisdictional areas Agency /Consultant Company Name (if known) Garcy Ward NCDWQ Jay Johnson NCDOT Omer NCDWQ and NCDOT 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation August 2011 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 Page 3 of 11 PCN Form — Version 1 3 December 10 2008 Version 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain Page 4 of 11 PCN Form — Version 13 December 10 2008 Version 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 junsdicbon 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 W1 ❑ P ❑ T ❑ Yes ❑ Corps 0 ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps 0 No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps 0 ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps 0 ❑ No ❑ DWQ W5 ❑ PMT ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 2h Comments No 404 Wetland Impacts 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 jurisdiction Average Impact number (PER) or (Corps 404 10 stream length Permanent (P) or intermittent DWQ — non -404 width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P ❑ T ❑ PER ❑ Corps 0 ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps 0 ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 0 31 Comments No Stream Impacts Page 5 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then individually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary 01 ❑ PE] T 02 ❑ PEI T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts None 4g Comments No Open Water Impacts 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Pond ID Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland number of pond (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f Total None 5g Comments None 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 5l 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 Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet ) (square feet) Temporary impact required? 61 ®P ❑ T Fill Briery swamp ® Yes os 522 Sq Ft 401 Sq Ft B2 ® P ❑ T Fill Briery Swamp ® Nos 687 Sq Ft 410 Sq Ft B3 ®P ❑ T Fill Briery Swamp ® Nos 584 Sq Ft 416 Sq Ft 6h Total buffer impacts 61 Comments See Page 6-A For Total Buffer Impacts Page 6 of 11 PCN Form — Version 13 December 10 2008 Version 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 indmdually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of waterbody impact number — Permanent (P) or (if applicable) Type of impact Waterbody type Area of impact (acres) Temporary 01 ❑ PEI T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 417 Total open water impacts None 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Pond ID Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland number of pond (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 517 Total None 5g Comments None 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 5) 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? El Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact required 131 ®P ❑ T B 4 Fill Briery Swamp ® Yes os 579 Sq Ft 404 Sq Ft B2 ❑P ❑T El Yes ❑ No 63 [I PEI ❑Yes ❑ No 6h Total buffer impacts r6i —Comments 2372 Sq Ft 1631 Sq Ft 0 05 Acres of Buffer Zone 1 Impacts and 0 04 Acres of Buffer 2 Impacts Page,rof 6 PCN Form — Version 13 December 10 2008 Version D Impact Jusbficabon and Mtggation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project There are No 404 Wetland Impacts for this Project However There are 2372 Square Feet of Buffer Zone 1 Impacts and 1631 Sq Ft of Buffer Zone 2 Impacts due to the installation of a Longer Bridge to Replace the Existing Bridge The Utility Relocation will have No 404 wetland Impacts nor Buffer Impacts The Wetland Impacts have been minimized to the greatest extent feasible 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Use of existing roadway to operate construction equipment no equipment will enter wetlands 2 Compensatory Mdigabon 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 ® No 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps C- 2c If yes which mitigation option will be used for this projects ❑ Mitigation bank El 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 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 acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Perrnrttee Responsible Mr igabon Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan Page 7 of 11 PCN Form — Version 13 December 10 2008 Version 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 ❑ Yes ® No buffer mitigation? 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 15 6f Total buffer mitigation required None 6g If buffer mit gabon is required discuss what type of mitigation is proposed (e g payment to pn ate mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) WA 6h Comments Page 8 of 11 PCN Form —Version 1 3 December 10 2008 Version 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 within one of the NC Riparian Buffer Protection Rules? ® Yes No ❑ 1 b If yes then is a diffuse flow plan included? If no explain why Comments Storm Water will diffuse flow through vegetated uplands before entering wetlands There are No Weep Holes on the Proposed Bridge and stormwater is ® Yes ❑ No treated at the outlet pipe at Station 14+ 10 Left and Right L with Rock Inlet Sediment traps Type C Stormwater will filter and diffuse flow through Special Sediment Control Fence 2 Stonrnvater Management Plan 2a What is the overall percent imperviousness of this project? N/A Roadway /Bndge Project % 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 Storm Water will diffuse flow through vegetated uplands before entering wetlands There are No Weep Holes on the Proposed Bridge and stormwater is treated at the outlet pipe at Station 14+ 10 Left and Right L with Rock Inlet Sediment traps Type C Stormwater will filter and diffuse flow through Special Sediment Control Fence ❑ 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 governments jurisdiction is this project? N/A ❑ Phase 11 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other N/A 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 ❑ ORW (check all that apply) ❑ Session Law 2006 246 ® Other NPDES Permit 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 Page 9 of 11 PCN Form — Version 1 3 December 10 2008 Version 5b Have all of the 401 Unit submittal requirements been met? ❑Yes El No F Supplementary Information 1 Environmental Documentation (DWQ Requirement) 1a Does the project involve an expenditure of public (federal /state /local) funds or the use of public (federal /state) land? ® Yes ❑ No 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 application9 ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violabon(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 N/A Page 10 of 11 PCN Form — Version 1 3 December 10 2008 Version 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or El ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act El ® No impacts? 5c If yes indicate the USFWS Field Office you have contacted El Raleigh ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Mr Travis Wilson NCWRC Mr Mike Sanderson NCDOT NEU 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? Mr Travis Wilson NCWRC and Mr Mike sanderson NCDOT NEU 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? NCDOT HEU Historic Architecture and Archaeology 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 Bridge designed to no-nse standards 8c What source(s) did you use to make the floodplain determination? FEMA FIRM Maps Maria A �PoGersoh J November 3 (ice 2011 Applicant(Agents Printed Name Date Applicant/Ag fs Signature (Agents signa re is valid only rf an authorization letter from the applicant is provided Page 11 of 11 PCN Form — Version 1 3 December 10 2008 Version STATE OF NORTH CAROLINA DEPARTNffiNT OF TRANSPORTATION BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY March 8 2011 Attention Mike Sutton Division 2 Environmental Specialist Subject Freshwater Mussel Survey Report for Proposed Replacement of Bridge 144 over Briery Swamp SR 1517 (Oakley Road) Pitt County NCDOT Division 2 From J Michael Sanderson Environmental Specialist Natural Environment Unit The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 144 over Briery Swamp on SR 1517 (Oakley Road) in Pitt County Briery Swamp is a tributary of Tranters Creek in the Tar River Basin The United States Fish and Wildlife Service (USFWS) recognizes the federally endangered Tar River spmymussel (Elliptio steinstansana) as occurring historically in Pitt County The Tar River spinymussel is endemic to the Tar and Neuse River Basins in North Carolina This mussel requires a stream with fast flowing well oxygenated circumneutral pH water The bottom should be composed of uncompacted gravel and coarse sand The water needs to be relatively silt free and stream banks should be stable typically with many roots from adjacent riparian trees and shrubs Prior to conducting in stream surveys a review of the NC Natural Heritage Program database was conducted to determine if there were any records of the Tar River spmymussel within the proposed project study area This review indicated that there are no known occurrences within the project study area The closest historical record of the Tar River spmymussel is in the Tar River near Tarboro more than 10 miles away from the project site A site visit was conducted on February 21 2011 by NCDOT biologists Karen M Lynch (Permit # NC 2011 ES 165) Dr Logan Williams Matt Haney and Mike Sanderson At this site the stream is channelized through an agricultural watershed In our examination we found no evidence of mussels or shells The substrate is composed primarily of sifting unconsolidated sand and habitat was found to be degraded and unsuitable for the target species As a result of this site visit, as well as physical characteristics of the creek and a review of historical data, it appears that the Tar River spmymussel does not exist within the project vicinity The Biological Conclusion for the Tar River spinymussel for proposed replacement of bridge 144 is "No Effect" MAILING ADDRESS NC DEPARtw OF TRANsPORTAnoN PROJECT DEVELOPMENT ANo ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER TELEPnow 919 - 4312000 FAX 919 - 431 2001 LOCATION 4701 Atlantic Ave Suite 116 Raleigh NC 27604 i N N N N N N N N N N N N N N N� � N 7 N 7 0 7 7 'O�'p������'On ... ; 0 O_ O N 1-19 N Cn ww cn Vt Ut wwwwwwwwwww� V V -41-11-4 V V V N �S � "�� OOOOOOON O O A O 1-41-41-4 O O 0 0 0000 W 4A C -t y � OD Cl V cn 0 O 0 A N A Oo 0 00 V 0) O A O N co — `qq' * U) cn CD cn n Cn jl fn (n cn cn fn 1 1 *9 ff W W A j N N_ V V A A V N _j 0 (D U) V V O V W Cn N cOD (OD O C) O N oo Gi 2t C' -0 07 C 0 �% O 0 7 g- 0 } z cil cD N Cn N cD O D. 0 (D CD O 0 7 CD O O 7 D) 0 C7 fD (D O O (D C7 O^' (D N cD (n cD Q = ��7("s n ; CD np N N CD Pr N CD (D N@ n (D CD O O n 3 _ '� CD 7(" D CD 7C �- N (D (D CD (D cp (D x 3 CD ID 7 z z z z Z z Z Z z Z z Z Z z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i O i 1 �< v (D (D to cD cD cD cD cD cD cD to co cD O O In 0 OD 0 c0 V Cn V A— O cn W 0 s V 0 0 N V N 0 N 0 co V w Ln cD V N w v < v < 0° < < v < v < 000 9 v < °° v v 0 < < < < < < < < !f rt^j.ti U7A WNsOOQD V0U)A 0 Vii"" =0 0 C7 Cn co 0) W U) Cn A s N W cn " w V U) N V 0 OD N OD 0) U) w cfl .► j { m co G W A EO m V m ® Z5 J m A C tT N OD A N A N A N A N A N A N A N A N A N A N A N A N A N A N A 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0 m }S 3 c �AF- OD0ODODOW0woD0mmm0m C � VJ V/ V/ V/ � � V/ V/ V• V/ Ul V/ VI V/ VJ 3 Mi �'1 mM OMDD D OODD IM IM <mrT.��'v ����zz�MAtn °mmvmD, � �Mz D C- I m -i Z r" < '� < m -i -I << � - a C j ZZZMpmOr?rz0Orr i i li 10 02 0047 i NO 5l RV E71 RrQl IRF1) FORM PIZOJ1 ( 1 INI 01211 \11ON I r \ri `t )tt i l l (r u, PI c I I! 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'@D /j /� LD a) C> -0 �> ` Cc� § G> §� + 2ƒ AJ CL ƒ / }k $ k ) /f A 2 ] Sao CL 03 L k ` \ 0 k } 0 / f ` £ ■; k �a £ k k «$ k \$ A 2 w CL ` © 7 ( / § $ § w -j I & 0 2 E k / CL a t e- 0 3 0 f � `_ E a o E 0| k; G I# i s| a k ) { k } k k / # k ` 2 £ { $ ± ƒ « A �� B a o o ] 2 s 2 2$ k$ k 3 k\ k 0 0) S X- X @ 4 4« o@ >+ 222# §� 0- � n ƒf )k §� fL) p §� k� �§ zu /§ Sod Map —Pitt County North Carolina Map Unit Legend Bridge No 144 on SR 1517 over Briery Swamp Pitt County North Carolina (NC147) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI Co Coxvwlle fine sandy loam 376 179/6 ExA Exum fine sandy loam 0 to 1 percent slopes 230 109/ GoA Goldsboro sandy loam 0 to 1 percent slopes 197 94/6 Gp Gravel pits 31 1 5/0 Ly Lynchburg fine sandy loam 431 205/ Pg Pantego loam 51 24/ Ra Rains fine sandy loam 783 373/ W Water 0 2 0 1 /o Totals for Area of Interest 2100 1000/ USDA Natural Resources Web Sod Survey 3/23/2010 ® Conservation Service National Cooperative Sod Survey Page 3 of 3 Project Tracking No (Internal Use) (HA)10 -02 -0047 NO PREHISTORIC OR HISTORIC PROPERTIES PRESENT /AFFECTED FORM PROJECT INFORMATION Project No BD -5102D WBS No 42608 1JA2 FA No Str #730144 Federal (USACE) Permit Required? County Pitt Document Funding State X Yes ❑ No Permit Type X Federal NWP #3 Project Description Replace Bridge No 144 on SR 1517 (Oakley Road) over Briery Swamp with off -site detour (no improvements planned) SUMMARY OF FINDINGS The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined Historic Architecture/Landscapes There are no National Register listed or Study Listed properties within the project s area of potential effects There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project s area of potential effects ❑ There are no properties within the project s area of potential effects ❑ There are properties over fifty years old within the area of potential effects but they do not meet the criteria for listing on the National Register ❑ All properties greater than 50 years of age located in the APE have been considered and all compliance for historic architecture with Section 106 of the National Historic Preservation Act and GS 121 12(a) has been completed for this project X There are no historic properties present or affected by this project (Attach any notes or documents as needed) Archaeology ❑ There are no National Register listed or Study Listed properties within the project s area of potential effects ❑ No subsurface archaeological investigations are required for this project ❑ Subsurface investigations did not reveal the presence of any archaeological resources ❑ Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register ❑ All identified Archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121 12(a) has been completed for this project There are no historic properties present or affected by this project (Attach any notes or documents as needed) No Hut ric P pe i e Pre t fo m for Minor Tran po tation Pr i is a Qual j d n the 1007 Pr grammar Agre m t NCB07 A cha olov & Htsio c Arch sect Gro ps SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities results of review and conclusions Project originally reviewed as part of ARRA II screening in April 2010, and current review request with design details received June 2011 HPO quad maps historic designations roster and indexes and HPOWeb reviewed on 20 June 2011 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE) The APE is centered on existing Bridge No 144 and extends 100 feet from the centerline to the E and W and 300 feet from the center of the existing bridge to the N and S to encompass proposed construction activities Pitt County current GIS mapping aenal photography, and tax information (viewed 20 June 2011) indicate cultivated and developed parcels and one parcel containing pre -1960 resources (Parcel #4633, #5211 Oakley Road) in the APE The cntical budding and other features of this property stand far to the north of the project area This conclusion is supported by Google Maps "Street View (viewed 20 June 2011) The county architectural survey and related publication do not include any properties in the APE (scoff Power The HistoncArchitecture of Pitt County North Carolina Greenville Pitt County Historical Soaety 1991) Constructed in 1953 Bridge No 144 is a 35 foot long, timber, stringer /multi beam bridge not eligible for the National Register according to the NCDOT Historic Bridge Survey as it is not histoncally, architecturally, or technologically significant Neither the APE or proposed off -site detour route contain properties listed in the National Register of Historic Places A finding of no historic properties affected will satisfy both GS 121 12(a) and Section 106 compliance requirements Should any design elements, including detour improvements, of the project change, please notify NCDOT Histonc Architecture as additional review may be necessary SUPPORT DOCUMENTATION See attached Location map Signed Cultural Resources Specialist NCDOT /) Date No H st c P pernes Pre ent form for Minor Transportat on Projects as Qualified in the 2007 Programmatic Agreement NCDOT Archaeology& H toncArchu ctu G oup BRIDGE REPLACEMENT PITT 144 SR 1517, OAKLEYROAD OVER BRRIERYSWAMP SHEET NUMBER 12 -B OF HE SOILS SURVEY OF PITT COUNTY LOWER TAR 03020103 BRIER YSWAMP C,Sw,NSW FIRM PANEL 5702 K WBS ELEMENT NUMBER 2B 207411 MAP NUMBER 3 7205 70200 K JANUARYI9, 2011 } I` t Q � - e-= �f � n t t PITT 144 f Y= 731013 6618 X= 2506050 4232 ' N 35 ^- 44' -48" W 77^- 17-40 ►► N 35 746620 DEGREES ( , W 77 294484 DEGREES JJ j {j - f Cem t� Cam - t t5 c S' c J IL a W E s 1 inch = 2 000 feet 3 3100 1 550 0 3 100 Feet r-"-! 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STEEL E10OWS No, 0 SIZE + %D + O N m i V O O 0 .. COUARS CL qr CY Sm 040.72 O ° ° D Pill C Z 1 0 T O 2°n O z bl z o + + ((D�� m z w v --X-. a Q O A }= O z °O Z $ n rye N zz Z m v p O p O D N � O O Z O z O 4 [w.l O N V O A O N Ei + I I 0 0 O O p I f 10 00 w o m 0 Z 0 q m n � ti roln �y W �y C r'J 11 4/04/06 m °zaf"Sz o L� ppg °p� S S n o_ $ ,e vz ~i°�,�. o o Q =� LOCATION (LT RT OR Cy 3 8 8 T11OM � g IL T, w z STRDCDIRE NM Tor LUwAnoN 6 N a gn T = INVERT EEVA ION 07 m v � nt a ri INVHf HEYATION > r o � £ SLOPE canto � L 4 � R p o M H 7 C CL — £a!B 0 n g ra _ Mix � a r Tp NOT USE RCP P CSP USE NOT d DO egg _ ®Fn DO NOT USE CARP DO NOT USE HM s ATi4 Z 3 A79 a 'a p 'a a u 109 N £ m t u 109 r— L8 8�. a vJ y Y g �o� fn rA r C ® j N cn z 0 o v N ! R C ASS MPE (a Y( t." R. C ME CULVERTS, CONTRACTOR DESIGN PRE R. C PRE CULVERTS, CONTRACTOR DESIGN PRE 0 0 o Z lA SIDE DRAM PIPE O� a y 19' SIDE DRAM PIPE '° � "CSE m s H- +1 PER 164011 (a THW sin QUANTITIES FOR DRAINAGE y sTRUCrE91a sa T1R11 10.0 > L C TDli1l LP FOR MY l0A' AND AIgVE m Z QUANTITY BULL RE COL A + (1.3 X COL 81 �. V CA STD 940.01 OR STD 040.02 �q x CATCH BASIN CONCRETE TIIIANSITIONAL D" INLET SECTION G.D.L FRAME WITH GRATE STD 04022 �- {- z m G.D 1 FRAME WITH TWO GRATES STD. 940.22 O� A 4T + + 1 y 'o °o $ 0 0 z GD I (MX) FRAME WITH GRATE STD 94029 I I 1 G.D I (N.54 FRAME WITH TWO GRATES STM 04024 � A D + + ul A O OD N Z 0 CORK. STEEL E10OWS No, 0 SIZE ° Roli i .. COUARS CL qr CY Sm 040.72 0 Pill Z T O O O n � ti roln �y W �y C r'J 11 4/04/06 m °zaf"Sz o L� ppg °p� S S n o_ $ ,e vz ~i°�,�. o o Q =� LOCATION (LT RT OR Cy 3 8 8 T11OM � g IL T, w z STRDCDIRE NM Tor LUwAnoN 6 N a gn T = INVERT EEVA ION 07 m v � nt a ri INVHf HEYATION > r o � £ SLOPE canto � L 4 � R p o M H 7 C CL — £a!B 0 n g ra _ Mix � a r Tp NOT USE RCP P CSP USE NOT d DO egg _ ®Fn DO NOT USE CARP DO NOT USE HM s ATi4 Z 3 A79 a 'a p 'a a u 109 N £ m t u 109 r— L8 8�. a vJ y Y g �o� fn rA r C ® j N cn z 0 o v N ! R C ASS MPE (a Y( t." R. C ME CULVERTS, CONTRACTOR DESIGN PRE R. C PRE CULVERTS, CONTRACTOR DESIGN PRE 0 0 o Z lA SIDE DRAM PIPE O� a y 19' SIDE DRAM PIPE '° � "CSE m s H- +1 PER 164011 (a THW sin QUANTITIES FOR DRAINAGE y sTRUCrE91a sa T1R11 10.0 > L C TDli1l LP FOR MY l0A' AND AIgVE m Z QUANTITY BULL RE COL A + (1.3 X COL 81 �. V CA STD 940.01 OR STD 040.02 �q x CATCH BASIN CONCRETE TIIIANSITIONAL D" INLET SECTION G.D.L FRAME WITH GRATE STD 04022 > G.D 1 FRAME WITH TWO GRATES STD. 940.22 O� GD I (MX) FRAME WITH GRATE STD 94029 G.D I (N.54 FRAME WITH TWO GRATES STM 04024 TADI STD 040 SS CORK. STEEL E10OWS No, 0 SIZE ° Roli i .. COUARS CL qr CY Sm 040.72 Pill LONG 6 BRICK PRE RUG, CY SID 04071 PIPE RBAOVAL UKFF --X-. a Q O A }= 4 °O Z $ zz D z O hl x1 b x n b of 4 bl ti ti O x H b b 0 2 N tt144 psh tcpl dgn OJECT: BASlOZD z -4G) m rnm�s, !® m C- r, Mi o-rCm0 A m" rno� Doc>czi oo-- voz Z m a O -arD�!D O m z 1 > _ m mnyyrozmmr- v §Z! �j D D Do n z D y roomy N-< O H 2 z D "OM " zm m z m G) 1 rn tnz goo " 'O z y v D r { o m I� w m z -4 Al w mi° m z M n ►�+ { CO) � rs m �J ti y C) 0 z b g� y� �o �z tj s W � U, N � n OC A n CD S® ®�I4H -n 0 1 �_ m o Gsi H C) g m m 3 D °c ono m v m [Dii n Z °z m �--n v o m = m m m m 2 w w " ° '"' n C7 O a O X r tamn M z o r 1 m w o N + rm- 1 m' m m v m CO) cc gi { o o° m z a z" z m �0 m m a ,a, o m Z T D x G i O s n m 1 m D a O 11 ill m z n 3 � g mm m r O c v r r m " z •O b La co z z Q s m m N < m m z �) r o a 0 v m m -1 z z D 1 o v � (p m v x m r o m m rr�� yJ mm m m 0 co r 0 v E z CA ti y C) 0 z b g� y� �o �z tj s W � U, N � n OC A n T S® ®�I4H -n 0 1 1m o Gsi H C) g m m 3 D °c ono m v m [Dii n Z °z m �--n v o m = m m m m 2 w w " ° '"' n C7 O a O X r tamn o v° o z o r 1 m w o h rm- 1 m' m m v m CO) cc gi { o o° m z a z" z m �0 m m a ,a, o m -Zj T D x G i O m s n m 1 m D a O 11 ill m z n 3 � g mm m r O c H n z •O T n z z Q s m m N < m r o a m -1 v � ti y C) 0 z b g� y� �o �z tj s W � U, N � n OC A n i IOV 201109 58 ROJECTS \PITT \PITTI4i \plttl44 psh tcp2 dqn USERNAMESSES H �— r' m m m w > j Cn6 X" co p O N a M i / mmN3o m ry O�ODOUI ci^�rm V m�m mn OaM om 'D 0 L m N 0 -I m (A a 0 A O Om z (0p1 v'r NNO,:o W10 O �OZp m m��om D�mmm� n,z�v a= NNOZ "'J fTl M H H H O D x x H 0 D v M„ D OI 2 -Oj �mm H- m -n T Como moHo oy aSN��g ptlN z fn H �poz ��a0 � A O � O D r Tao ow -i r aHo r CA Z)> 0 / N -4 v (p vycoD / Or >r too" =v w z m zzo / 0 v m -Zi o�o� mx-+z Domm x m o °z v o" �yrpDU o Z -1 uuII11 u CSr = 0 0��x�es m v m Q N N H O m x v a � z :X) v 0 M 1" = co zu CCD X1 pmt ON mmO -IVC) 7vo� 5 ) 'amO >D " -D :33 C Z Hm zr H M m C) zm M - -1 G) m tn 0)z m m -0 ri) -I Z H T1 izH H"I H c) m m POGDm M-n zm vm o°OmZmm °z° <<00D o :0 C) " oz M zv)O -im �°m G) NHO zCr r O aop0M z M" Z z OHM = 0 x H Q oZZ >a z v m v <- cc °m°. 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M v m H o H�0ZZ g 0►<iCO= D 1 m D m v- M v -� v > o ca a = r a° M m v �i m Z m r Lqo @-q 1 ,CA 1 m o � m Z N n O m Z O 1 = C) m N Z O 0 II TT144 \P t144 p h 2 dg 0 —s za —s za j to � O N r y REVISIONS " m —i ze �BRIERY'W""R /5 —1 m —z za a� 2pp5 3 8/17/99 Q n z 0 x z 0 i 44 \p tt144 p h 4 dg I t f O uC C^ G N H z m m 0 Cl) � N Dc N-o mO r O a m 1 z c z D r O 0 c z v m r- 0 g --I H z G) �A u N D� X Cl) N Dc N-0 MU) r- 0 0 m c D r 17 z 0 c z v H //z� VI m D -� � D y H z O m a) mvislom H z 0 O H H m D r m m D� m H z Cj) > mo tp� , logy N co °cr) n m C) vN Z ' � fA N Dv AC) m* z r 0 � m l O uC C^ G N H z m m 0 Cl) � N Dc N-o mO r O a m 1 z c z D r O 0 c z v m r- 0 g --I H z G) �A u N D� X Cl) N Dc N-0 MU) r- 0 0 m c D r 17 z 0 c z v H //z� VI m D -� � D y H z O m a) mvislom H z 0 O H H m D r m m CO) m Cj) > ON m tp� , logy F Cl) H W M -4 z O z D Cl) -1 cn vD D r cn r r Hr ° °m cn cn �D m-1 0-0 nH -11 r- " n ° DI in Dz -I>v 0> 0 mo Wo zx v ° �z -DI m n r m m D H 2 < z -< [A 0, "1 o r- 0 M H m m i c 2 w m -n H 0 O -1-1 n = O Z m -A x m CO) 0 r- r Y� m v m 0 m v D m m m z �1 '9 fB H Dao Dczn =< X-1 mH mD vim cu r- z ca D > oD Dr. v zH yrr Dz ccn me Ec D mo a m -i -1 z n : N 0O Dc0 r-� mr mN o o ca x' Dm = Z r, � mD -4 m i O N N-1 OZ ZA co Hm �v z r Cl) M z m o 0 q m -Hi o m S m CD CD '. / )�5. N w D g z rG DH 77 Z zD yr r �D m m oN v-4 o° cD x C) m S "Si (n M O z 0v m-1 D= vo DO om r v� n:E rnr or- 0 c 0c c z Om m O--i mN m O H co) "17 Z m -1 H 00 i z v 1v m Z H z 0 D v ;K M m v * --1 x D O N 2 H 'r1 lZ 1 N o z o z z -1 M m H H CD .1m7 --1 -1 r m 8/17/99 2 z 0 z 0 { t 9 5w NOV 201109 58 1 PROJECTS \PITT \PITTI44 \Plttl44 psh ecl dgn 09/08/' MSERNAME$$$$ TIP I'l2 ®JECT: BD -5102A Tj b Cd O y � y O y 1 w�s�ssss� 1 �x 6' sssssss�� HHH 1 t �c Wm I O Lv H �7JCPr ez I n �co A m CD C m z O mm��4m O � z n r I C U, DTr NNOZ ( m M 00 Cf) C, O I � I T> Cf ^Z^ cl � �po 1 O Z m _ 0 n a a y N P 1 w�s�ssss� 1 �x 6' sssssss�� HHH 1 t 10 z G7 n 0 NO O �( mZ O N 0 t::M vmy mm D ODINbQNi Napo -L ZB m 3JA OT —L ZE �4SS �q r D C ON2 ommZ m{m= p�U1m�R1� O DN�ywSDB NW �pO w�10 �z l L Z8 —t Z9 —L �4 :Jtiopv II II II II 11 N N�No Q Q A p �Ul N PT I an n °Z O:- cDti 4 Fri ::�8RlERY SWAA/? 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