Loading...
HomeMy WebLinkAbout20090474 Ver 1_Application_20090427Q??cae? ??OF WATF99 o Ark 2 7 200,9 o T Fr?R-B;frER ®9®474 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN) Form A. A licant Information 1. Processing 1 a . Type(s) of approval sought from the Corps: ®Section 404 Permit E] Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number. 1c . Has the NWP or GP number been verified 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 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 lh below. ® Yes ? No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ® Yes ? No 2. Project Information " 2a. Name of project: Replace Bridge No. 44 on NC 304 over UT to Jones Bay 2b. County: Pamlico 2c. Nearest municipality / town: Bayboro 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state project no: B-4594 (WBS 42287. 1.1 ) 3. Owner Information 3a. Name(s) on Recorded Deed: State of 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 (NC33) 3e. City, state, zip: Greenville, NC 27835 3f. Telephone no.: (252) 830-3490 3g. Fax no.: (252) 830-3341 3h. Email address: Page I 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): NC Department of Transportation 4d. Street address: 105 Pactolus Highway (NC33) 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. AgentlConsultant Information (if applicable) 5a. Name: Cindy Carr 5b. Business name (if applicable): Mulkey, Inc. 5c. Street address: 6750 Tryon Road 5d. City, state, zip: Cary, NC 27518 5e. Telephone no.: (919) 858-1871 5f. Fax no.: (919) 851-1918 5g. Email address: ccarr@mulkeyinc.com 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): n/a Latitude: 35.238884'N 1b. Site coordinates (in decimal degrees): Longitude: - 76.595437'W (DD.DDD DD D) (-DD. DDDD DD ) 1c. Property size: n/a acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Jones Bay proposed project: 2b. Water Quality Classification of nearest receiving water: Sa HQW-NSW 2c. River basin: Neuse 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: NC304 is a two-lane state highway. Land surrounding Bridge No. 44 is undeveloped land comprised of tidal freshwater marsh bordered by pine (planted timber) flatwoods. The existing bddge'is a 3 span, 52 foot 5 inch long structure with a reinforced concrete floor structure on timber joists and bents that are timber caps on timber piles. Relic wood piles are located in the water at the bridge and have been cut to water surface level. Land use in the vicinity includes timber production, agriculture, and rural residential. 3b. List the total estimated acreage of all existing wetlands on the property: Approx. 1 acre is located within the study area. Site is part of a larger adjacent wetland system. 3c. List the total estimated linear feel of all existing streams (intermittent and perennial) on the property: Approx. 120 linear feet are within the study area. Site is part of a longer adjacent stream system. 3d. Explain the purpose of the proposed project: Replace a deficient bridge structure with a new safer facility that meets new design standards. 3e. Describe the overall project in detail, including the type of equipment to be used: The project will remove all components of Bridge No. 44 without dropping any pieces in the water and will remove relic .wood piles in the water by pulling them straight out using cable tied to the timber. Sediment curtains will be used around piles to reduce sediment in the water. The new bridge will have 2 spans of precast concrete cored slabs, concrete and steel substructure on concrete piles, and will be approximately 80 feet long with a clear roadway width of 33 feet. Bridge replacement and roadway approach construction will use typical equipment such as track hoes, excavators, dump trucks, paving machines, and rollers. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property I ® 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: NCDOT Div. 2 Name (if known): Jay Johnson Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or Slate determinations and attach documentation. February 2006, September 2008 Page 3 of 11 PCN Form - Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ® Yes ? No ? Unknown 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. Page 4 of 11 PCN Form - Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a.* 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 - non404, other) (acres) Temporary W1 ® P ? T Roadway fill, Tidal Freshwater ? Yes ® Corps 0.003 riprap Marsh ®No ? DWQ (142 sq.ft.) W2 ® P ? T Roadway fill, Tidal Freshwater ? Yes ® Corps 0.003 riprap Marsh ® No ? DWQ (142 sq.ft.) W3 ® P ? T Roadway fill, Tidal Freshwater ? Yes ® Corps 0.007 riprap Marsh ® No ? DWQ (300 sq.ft.) W4 ? P ? T Roadway fill, Tidal Freshwater ? Yes ® Corps 0.001 riprap Marsh ® No ? DWQ (11 sq.ft.) W5 ? P ? T ? Yes ? Corps . ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 0.014 2g. Total wetland impacts (595 sq. ft.) 2h. Comments: Impacts are for fill placement at new bridge end bent locations and are necessary for guardrail installation. 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-004, width (linear Temporary (f) (INT)? other) (feet) feet) St ®P ? T Fill (bridge pier) UT to Jones Bay ® PER ? INT ® Corps ® DWQ 25 32 S2 ? P ? T ® PER ® Corps ? INT ® DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 32 3i. Comments: 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 T 01 ®P ? T UT to Jones Bay Fill (bridge interior piers) Perennial Stream 0.002 (99 sq. feet) 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 0.002 (99 sq. feet) 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Welland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 K Total None 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: Page 6 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 an 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 T act required? 131 ?P?T ?Yes ? No B2 ?P?T ?Yes ? No B3 ?P?T ?Yes ? No 6h. Total buffer impacts None None 6i. 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. Avoidance Measures: Existing roadway and bridge alignment will be maintained during staged construction and an on-site detour will avoid need for a temporary detour bridge by using a portion of the existing bridge to maintain traffic flow. The new structure will be constructed using pre-cast concrete components which avoids potential impacts from live concrete. During demolition, components of the existing bridge will not be dropped in the water. Sediment curtains will be used around relic wood piles to prevent sediment from entering the water column. Minimization Measures: Wetland impacts have been minimized to the extent feasible, with impacts occurring only where new location of bridge bents and piers are required to support the structure and installation of safety guard rails. Existing roadway and bridge alignment have been maintained to minimize impacts. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Use of the existing roadway to maintain traffic on-site during construction of the new bridge. Use of existing roadway to operate construction equipment; no equipment will enter wetlands or waters. Use of pre-cast concrete bridge components avoid use of live concrete. 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? 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps ? Mitigation bank 2c. If yes, which mitigation option will be used for this ? Payment to in-lieu fee program pro project? ? Pennittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 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, pennittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 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 I a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes M 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. Comments: Bridge replacement project covered by NCDOT Statewide NPDES ? Yes N No permit 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? . n/a (roadway/bridge project) % 2b. Does this project require a Stormwater Management Plan? ? Yes N No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Covered by NCDOT Statewide NPDES Permit 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: N 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? Pamlico ? Phase II N 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 9 No attached? 4. DWQ Stormwater Program Review N Coastal counties N HOW 4a. Which of the following state-implemented stormwater management programs apply ? ORW (check all that apply): ? Session Law 2006-246 ? Other. 4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes X No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Slormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federaVstate/local) funds or the ® Yes ? No use of public (federal/state) land? ' 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ? 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: A Programmatic Categorical Exclusion (PCE) was completed for this project 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 Welland 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 ® 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 T Y ?, ?b 1230 1229 awE ?. .. 1245 1229 4 BRIDGE/'44 '4 G 12;9 1 29 ' 1238 _ 00 ? 1 0 • _ 124 z NCIDOT DIVISION''-OF HIGHWAYS VICINITY PAR COUNTY ?( J? PROJE OJECT:B-4594 ?-, W BS NUMBER:42287.1.1 - S REPI,ACE BRIDGE 744 - ON NC 364 OVER JONES BAY SHEET OF 7 1CI9f09 NORTH CAROLINA _ t?.n. ?'.: .p.F to r? Ri OUi ? ?• :1 > fyc?' x,§ r ti ; 'Creeks h ,.ST- ?'17i` ?a? IYA S/? f V }• r f ?" .r. r• _ K '-9Qdin a? Sr? M!! ? 4'S ?? r r? ,'• ? - 1i. +?i. -' ? `r. i4 '? k?¢r? Sya?L-} ? r' ?S_ l?` t2vs . yy r .ate r. ? ? 'ti_ ,y _? { s, ? SrS ? ?-+ci'???s?`ah1Y. 4S} °ay??? s4 - .-, .w _'.' 4 r- 9 ?? d f? '§rz?'"• vJO ES'?sNBAY?Sa? 2 N s ? .S. ? F, tv z ' .'. q N?? S CJ??^m ?j 4?{?[.C (s?f ?j ?{.??vt{ir,•y1 YY?'? im. 7it64 n .c :l t v S _„- CIS C. ?3 c.si la. f. f ? I ? C?.u i-? "x'11 xitr a.`c t 1 t 3f. E i.. 1 •L Y.' C G 11 ? 0 1' 11 ?. 'f j - _ 3 Jl 1 i i t aP ti?1 ? r rv tn? .? 1.; ? ? a .v ...s s ? . ?t ? s ` : !Q 1 i r: it Tire s ". r r ..t S i i1 8 a 5 1 .a ' rte. AyI _- 1 \ CJI?''f?x'1OT DIVISION OF HIGHWAYS PAMLICO COUNTY TOPO MAP PROJECT: 11-4594 WES NUMBER: 42287.11 SCALE: I"= 1500' REPLACE BRIDGE 1$44 ON NC 304 OVER q JONES BAY - SHEET 9 OF 7 / 1/19/09 i I i I i . LEGEND -',!LB WETLAND BOUNDARY PROPOSED BRIDGE ?L ?.!L WETLAND PROPOSED BOX CULVERT DENOTES FILL IN WW 4!E TLAND I PROPOSED PIPE CULVERT 12'-48' DENOTES FILL IN (DASHED LINES DENOTE PIPES ® SURFACE WATER EXISTNG STRUCTURES) 54'PIPES & ABOVE DENOTES FILL ' ® SURFACE WATER R . (POND) ' SINGLE TREE Pw DENOTES TEMPORARY _ FILL IN WETLAND rnt WOODS LINE DENOTES EXCAVATION IN WETLA14D DRAINAGE INLET DENOTES TEMPORARY ® FILL 114 SURFACE WATER ROOTIJAD DENOTES HAND ILLCLLLL4 CLEARING E?l DENOTES MECHANIZED RIP RAP Rva CLEARING FLOW DIRECTION ADJACENT PROPERTY OWIJER TB" 5 OR PARCEL NUMBER ?- TOP OF BANK IF AVAILABLE WE --- EDGE OF WATER ® PREFORMED SCOUR HOLE C PROP.LIMIT OF CUT F PROP.LIMIT OF FILL LEVEL SPREADER (LS) - - PROP. RIGHT OF WAY - NG - NATURAL GROUND DITCH / I _ GRASS SWALE - L - PROPERTY LINE - TOE - TEMP. DRAINAGE DENOTES IMPACTS TO EASEMENT BUFFER ZONE 1 -POE- PERMANENT 'DRAINAGE EASEMENT DENOTES IMPACTS TO ROM BUFFER ZONE '2 - EAB - EXIST. ENDANGERED ANIMAL BOUNDARY -EPB- " EXIST. ENDANGERED PLANT BOUNDARY Q--,- WATER SURFACE A7IClIR®°lf" X x x x x LIVE STAKES DIVISION OF HIGHWAYS x x x PAMLICO COUNTY c2D BOULDER B -4594 PROJECT: --- CORE F113ER ROLLS WBS NUMBER: 42287.1.1 REPLACE BRIDGE a44 " ON NC 304 OVER xG' JONES BAY DENOTES AREA TO BE EXCAVATED SHEET OF 1/19609 PROJECT No B-4594 'ROSS SECTION WBS N0.42287.1.1 OF BRIDGE No. 44 DATE. 1-19-2009 EXISTING BRIDGE I @ 17'-11" ROAD: NC 304 1 @ 16'40- ROAD NAME: NC 304 OVER I @ IT-8" JONES BAY 22' CLEAR ROADWAY COUNTY: PAMLICO 52'-5° I NOT TO SCALE 304. PROPOSED 21" CONCRETE CORED SLAB PROPOSED LENGTH.• 2 SPANS l @ 301 .1@ 50' 33' CLEAR ROADWAY NO DECK DRAINS ALLOWED i 80, J 30' _ 50' -II f -l NC 304 12.36' NORM WATER SURFACE FIFVATION 6.7' \ NOT TO SCALE 5o? 7 o _ I P7 Sta. 12+58.76 w j Y mar > A I 13+00 Nmm x ti_ m "` I I , ? non ?m otiti. ? m a o e o 0 0 m oT n ? 'I? I ?? a? ?_ ? m b A IA O m TA I I ?,, tl fNi1r C0 Sr mp T m m m _T S Om ? IY?I2 I I ??p m T T T_ O_ AA m II I I° r I I f OOC N N m f?l m ?Y m n? I?j?I11 I YI T m' 21 -? ti Z ti V 1 I I O y Z \ I I I .? ? A A ,,, ? I I ?+ O A yG m I I m S T Irr r>ni n y o< zI t IZ I III A Z LZl i _ L II I I N N m T A a T m o T ? Fr I I, v ? ?? III I ?? 11I% v, II n / / I Nm m z m 9 i> ?JI ill= r?? ? 1 ?= I I IIh ? I - /?I - II ??? I IIII ///` ? 4- j I I;f It x ? \J rflJA xrNm zo o °znN J z OI?A N?Nn _ 00 wAm tiN? LZOL+SI 'D!S Od a?nn n -mo ,m wn-i n^.' A ormA , _? A Z m e>AO° zwmm _ n D Am ? ;c O oAm° ?mz DO o o i? Y _ x u ZRM" Kn n o ?? - m ? o I' I -fo: A o ? o mm m man I - II V i J I x ?I IY It? ?I ? L b w y 66'6Li 8/ '0;,51d ?I Y z oZ ?-' 'I I I ?? `o- m o o I d p Amo=? o too mo z o mll 1, N mvmi m n N `o '? ?rlll i? 4 N I A2 i; ?1 I +58.76 PT 12 r o.I I III i I -t 13+00 m ?, mar T ' N n 0 0 ° a m ' 11 .11? 1 I ?, .1 one z-, ° n m ? ?o I '? sn= > n a ? ? 'y A 1 1 o n_ Am / N m A ? O nA ?? II III i r I - mTC_ mr ti N - O-1 1 I I y+ Z O lZ/1-I ? °OA A n. I I 1 ? ?"NI no ° n o z x I I III a 1 I ° C z` ` ? it III'II °o n c I ?? c p C Im ?^ ?. n II ??Il li= Ilylllp pll - ?/?? ?m I I ry j z°?oa o?pN o-n Ii a I I'III /m _r00 yN? ? ? I?? I I 1 ?// T ,"'„xm r'i e° cn eg III o y° °ii?m s I C >no n •.. o / n DOVm a o?.^: o?o.. F no m !,( -n 6 0 LZ'OL+SI - = ? ? ?m K - g I /? ,I?'i?l' ? III ?•'"'- '?^ o ?i MA; D " -i I _? II I I I fj ? i? o n n 13' i I? ?I ? °n ,', H - a3 m_ c at 'Lr Y w +? z n m ?i I IIhh C}CCo yoe amo?® y Iglu Ir1? 'II /9tOp H,;? ? z x =3 I° m 'II m l I?I ?I o ? H Z I? Il Figure 1 Project Vicinity B-5129 B through E, B-4594 Bridge Replacement Projects on INC 304 Pamlico County, North Carolina B-51298 Bridge No. 31 over Vandemere Creek B-5129C Bridge No. 35 over Little Vandemere Creek B-5129D Bridge No. 40 over Bear Creek B-5129E Bridge No. 42 over Gale Creek 8-4594 Bridge No. 44 over UT to Jones Bay R°?M4j9 North Carolina Department of Transportation PROJECT LOCATION Prepared For. B-4594 Figure gym, Replace Bridge No. 44 oon NC 304 over UT to Jones Bay A Pamlico County, North Carolina 'M1 £ 3 4 0 0.25 0.5 1 Mdes 'b„ .d7 I 1 i 1 I i I 1 ? 1:24,000 °J USG ZS Mhute TaO gmphk Vandemem aW Joms Bay lCoi our Interval 5 Fmt)