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Home My WebLink About20050511 Ver 1_Application_20050323 . ,. ~~@jgOW[g~ MAK 2 3 Z005 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DENR - WATER QUALITY WETI.ANDSAND STORMWATER BRANCH MICHAEL F. EASLEY GoVERNOR L YNDO TIpPEIT SECRETARY March 22, 2005 United States Army Corps of Engineers Regulatory Field Office Post Office Box 1000 Washington, NC 27899-1000 o~os't A1TN: Mr. Bill Biddlecome NCDOT Coordinator-Division One SUBJECT: Nationwide 6 Permit Application: US 17 From South of SR 1149 (Price Road) to US 17 South of SR 1536 (Hamilton Beach Road), Beaufort, North Carolina; TIP Project R-2510B; Federal Aid Project No. MAF-75-3(26); Dear Mr. Biddlecome, The North Carolina Department of Transportation (NCDOT) is planning to build a bridge on new location within the project limits of the proposed Washington Bypass in Beaufort County, North Carolina. The proposed bridge will cross the Tar River north of the town of Washington on NC 17. A completed pre-construction notification form and appropriate permit drawings are attached for your review. Due to the fact that Tar River supports anadromous fish, notification to the appropriate agencies through a Nationwide 6 Permit is required. In order to build the new bridge over the Tar River, geotechnical test borings will need to be done so that structure and foundation recommendations can be made. A total of up to 500 soil borings or Cone Penetrometer probes will be performed. Of these, approximately 350 will fall within the footprint of the proposed structure over the Tar River and associated wetlands. The majority of these 350 borings and probes for the structure will be performed in the wetlands with no more than 50 planned in the Tar River. Boring activities and probes in the river will be preformed from a variety of barges and or boats. The borings and probes will consist of turning or driving 3-inch to 6-inch diameter steel casing into the sound bottom creating minimal disturbance. Other drilling tools will be inserted into the steel casing to sample the sediments and advance the hole. When the boring is completed, the steel casing will be removed from the river bottom ' MAIUNG ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEvELOPMENT AND ENvIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH Ne 27699-1548 TELEPHONE: 919-733-3141 FAX: 919-733-9794 LOCAnoN: TRANSPORTAllON BUILDING 1 SOUTH WILMINGTON STREET RALEIGH NC WESS/n:: www.ncdot.org . . The borings on land will be performed with rubber tired drill rigs or low ground pressure tracked drill rigs depending on the boring location. The land borings will be 3-inch to 8-inch in diameter. All disturbances from the borings should be limited to within a 2-foot radius of the boring location. The geotechnical work will occur in the study corridor depicted on the attached mapping. Because this area is located in sensitive waters, an in-water moratorium exists between February 15 through June 15. All in-stream work will take place outside the moratorium dates. The NCDOT anticipates that these activities will be authorized by Nationwide Permit No.6. NCDOT will follow the conditions set by a Nationwide Permit No.6 and by NCDWQ Water Quality Certification # 3494. In accordance with 15A NCAC 2H.0501 (a), we are providing two copies of this application to the NCDWQ for their records. If you have any questions or would like additional information, please call Mr. Chris Underwood at (919) 715-1451. Thank you in advance for your help in this matter. Sincerely, ~"' ~ lA ~ q~ ~-;r. ;orpe, Ph.D. Environmental Management Director Project Development and Environmental Analysis Branch CC: W/attachment Mr. John Hennessy, NCDWQ (7 copies) Mr. Travis Wilson, NCWRC Mr. Gary Jordan, USFWS Mr. Ron Sechler, NMFS Mr. Michael Street, NCDMF Mr. Cathy Brittingham, NCDCM Mr. Bill Arrington, NCDCM Mr. David Chang, P.E., Hydraulics Mr. Greg Perfetti, P .E., Structure Design Mr. Mark Staley, Roadside Environmental Mr. Njoroge W. Wainaina, State Engineering Geologist, P.E., Geotechnical Unit Mr. C. E. Lassiter, P.E., Division Engineer Mr. Jay Johnson, DEO W /0 attachment Mr. David Franklin, USACE, Wilmington (Cover Letter Only) Mr. Jay Bennett,P.E., Roadway Design Mr. Omar Sultan, Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Brian Yamamoto, P.E., PDEA . Fonn Version May 2002 050511 USACE Action In No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) Office Use Only: I. Processing 1. Check all of the approval(s) requested for this project: [g] Section 404 Permit [g] o Section 10 Permit 0 o 401 Water Quality Certification Riparian or Watershed Buffer Rules Isolated Wetland Permit from DWQ 2. Nationwide, Regional or General Permit Number(s) Requested: NW 6 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: I2l 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: 0 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: [g] II. Applicant Information 1. Owner/Applicant Information Name: NCDOT / PDEA Branch / Greg Thorpe Mailing Address: 1548 Mail Service Center Raleigh, NC 27699-1548 Fax Number: (919) 733-9794 Telephone Number: (919) 733-3141 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: US 17 Washington Bypass 2. T.I.P. Project Number or State Project Number (NCDOT Only): R-2510B 3. Property Identification Number (Tax PIN): 4. Location County: Beaufort Nearest Town: Washington Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Beginning N643060 E2565140 5. Site coordinates, if available (UTM or Lat/Long): Ending N670840 E2574875 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 7. Nearest body of water (stream/river/sound/ocean/lake): Tar River 8. River Basin: Tar-Pam (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Wetlands and riparian forest with little development. Page 6 of12 10. Describe the overall project in detail, including the type of equipment to be used: Geotechnical test borings will be made in the surrounding wetlands. uplands. and river bottom. Drilling rigs will be used to perform this work. Wheeled rigS for land work and barges for work on the river. 11. Explain the purpose of the proposed work: To provide structure and foundation recommendations for the proposed bridge. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ill Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Jurisdictional Determination from the USACE. AID # 199301143 v. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. Yes. Individual permit will be applied for. Typical road construction for new location and widening existing roadway. VI. Proposed Impacts to Waters of the United StateslW aters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1:. Provide a written description of the proposed impacts: high ~ound. and river bottom. Soil borings In the wetland. Page 7 of 12 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type ofWetland*** (indicate on map) (acres) (yes/no) (linear feet) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 1000Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htto://www.femae:ov. . *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (detennination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: Total area of wetland impact proposed: 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.us~s.~ov. Several internet sites also allow direct download and printing of USGS maps (e.g., WWW.toDOzone.com, www.maoouest.com. etc.). * Cumulative impacts (linear distance in feet) to all streams on site: 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Page 8 of 12 Open WaterImpact Area of Name of Water body Type of Water body Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): D uplands D stream 0 wetlands Describe the method of construction (e.g., damlembankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. ~ USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide PeRnits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors Page 9 of 12 including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurr~nce shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.em.state.nc. us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if off site), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. N/A 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to detenn.ine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at htto://h2o.em.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): NI A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes I8l No D Page 10 of12 .. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP NSEP A)? Note: If you are not sure whether a NEPNSEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ~ No D If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEP A or SEP A final approval letter. Yes ~ No D X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes D No [gIIfyou answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Page 11 of 12 XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. N/A XII. Sewage Disposal (required by DWQ) 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 XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes D No [gI Is this an after-the-fact permit application? Yes D No [gI XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and lbreatened Species, accessibility problems, or other issues outside of the applicant's control). ~ Li- L- 3/~~65 Ap licant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 R-2510B Permit Points Point Northing Easting Station Line 31001 640,4 71 .27 2,563,847.58 212+00.00 -L- 31002 640,662.98 2,563,904.53 214+00.00 -L- 31003 640,854.70 2,563,961.49 216+00.00 -L- 31004 641,046.42 2,564,018.45 218+00.00 -L- 31005 641,238.14 2,564,075.40 220+00.00 -L- 31006 641,429.86 2,564,132.36 222+00.00 -L- 31007 641,621 .42 2,564,189.83 224+00.00 -L- 31008 641,811.18 2,564,252.96 226+00.00 -L- 31009 641,996.56 2,564,327.90 228+00.00 -L- 31010 642,176.27 2,564,415.59 230+00.00 -L- 31011 642,349.42 2,564,515.60 232+00.00 -L- 31012 642,515.18 2,564,627.44 234+00.00 -L- 31013 642,672.72 2,564,750.58 236+00.00 -L- 31014 642,821.30 2,564,884.40 238+00.00 -L- 31015 642,960.18 2,565,028.26 240+00.00 -L- 31016 643,088.68 2,565,181.46 242+00.00 -L- 31017 643,206.19 2,565,343.26 244+00.00 -L- 31018 643,312.12 2,565,512.85 246+00.00 -L- 31019 643,407.10 2,565,688.83 248+00.00 -L- 31020 643,496.67 2,565,867.65 250+00.00 -L- 31021 643,585.71 2,566,046.74 252+00.00 -L- 31022 643,674.75 2,566,225.82 254+00.00 -L- 31023 643,763.80 2,566,404.91 256+00.00 -L- 31024 643,852.84 2,566,583.99 258+00.00 -L- 31025 643,941.88 2,566,763.08 260+00.00 -L- 31026 644,030.92 2,566,942.17 262+00.00 -L- 31027 644,119.96 2,567,121.25 264+00.00 -L- 31028 644,209.00 2,567,300.34 266+00.00 -L- 31029 644,298.05 2,567,479.42 268+00.00 -L- 31030 644,387.11 2,567,658.49 270+00.00 -L- 31031 644,478.65 2,567,836.31 272+00.00 -L- 31032 644,579.00 2,568,009.26 274+00.00 -L- 31033 644,691.06 2,568,174.87 276+00.00 -L- 31034 644,814.40 2,568,332.26 278+00.00 -L- 31035 644,948.42 2,568,480.66 280+00.00 -L- 31036 645,092.46 2,568,619.35 282+00.00 -L- 31037 645,245.83 2,568,747.66 284+00.00 -L- 31038 645,407.78 2,568,864.96 286+00.00 -L- 31039 645,577.51 2,568,970.67 288+00.00 -L- 31040 645,754.20 2,569,064.28 290+00.00 -L- 31041 645,936.99 2,569,145.34 292+00.00 -L- 31042 646,124.99 2,569,213.46 294+00.00 -L- 31043 646,317.29 2,569,268.29 296+00.00 -L- 31044 646,512.94 2,569,309.58 298+00.00 -L- 31045 646,710.82 2,569,338.47 300+00.00 -L- 31046 646,909.49 2,569,361.50 302+00.00 -L- 31047 647,108.22 2,569,384.00 304+00.00 -L- 31048 647,306.95 2,569,406.49 306+00.00 -L- 31049 647,505.68 2,569,428.99 308+00.00 -L- 31050 647,704.41 2,569,451.48 310+00.00 -L- 31051 647,903.14 2,569,473.98 312+00.00 -L- 31052 648,101.87 2,569,496.47 314+00.00 -L- 31053 648,300.60 2,569,518.97 316+00.00 -L- 31054 648,499.33 2,569,541.46 318+00.00 -L- 31055 648,698.06 2,569,563.96 320+00.00 -L- 31056 648,896.79 2,569,586.46 322+00.00 -L- 31057 649,095.52 2,569,608.95 324+00.00 -L- 31058 649,194.89 2,569,620.20 325+00.00 -L- 31059 649,294.26 2,569,631.45 326+00.00 -L- 31060 649,393.62 2,569,642.69 327+00.00 -L- 31061 649,492.99 2,569,653.94 328+00.00 -L- 31062 649,592.35 2,569,665.19 329+00.00 -L- 31063 649,691.72 2,569,676.44 330+00.00 -L- 31064 649,791.08 2,569,687.68 331 +00.00 -L- 31065 649,890.45 2,569,698.93 332+00.00 -L- 31066 649,989.81 2,569,710.18 333+00.00 -L- 31067 650,089.18 2,569,721.43 334+00.00 -L- 31068 650,188.54 2,569,732.67 335+00.00 -L- 31069 650,287.91 2,569,743.92 336+00.00 -L- 31070 650,387.28 2,569,755.17 337+00.00 -L- 31071 650,486.64 2,569,766.42 338+00.00 -L- 31072 650,586.01 2,569,777.66 339+00.00 -L- 31073 650,685.37 2,569,788.91 340+00.00 -L- 31074 650,784.74 2,569,800.16 341+00.00 -L- 31075 650,884.10 2,569,811.41 342+00.00 -L- 31076 650,983.47 2,569,822.65 343+00.00 -L- 31077 651,082.83 2,569,833.90 344+00.00 -L- 31078 651,182.20 2,569,845.15 345+00.00 -L- 31079 651,281.56 2,569,856.40 346+00.00 -L- 31080 651,380.93 2,569,867.64 347+00.00 -L- 31081 651,480.30 2,569,878.89 348+00.00 -L- 31082 651,579.66 2,569,890.14 349+00.00 -L- 31083 651,679.03 2,569,901.39 350+00.00 -L- 31084 651,778.39 2,569,912.63 351+00.00 -L- 31085 651,877.76 2,569,923.88 352+00.00 -L- 31086 651,977.12 2,569,935.13 353+00.00 -L- 31087 652,076.49 2,569,946.38 354+00.00 -L- 31088 652,175.85 2,569,957.63 355+00.00 -L- 31089 652,275.22 2,569,968.87 356+00.00 -L- 31090 652,374.58 2,569,980.12 357+00.00 -L- 31091 652,473.95 2,569,991.37 358+00.00 -L- 31092 652,573.32 2,570,002.62 359+00.00 -L- 31093 652,672.68 2,570,013.86 360+00.00 -L- 31094 652,772.05 2,570,025.11 361 +00.00 -L- 31095 652,871.41 2,570,036.36 362+00.00 -L- 31096 652,970.78 2,570,047.61 363+00.00 -L- 31097 653,070.14 2,570,058.85 364+00.00 -L- 31098 653,169.51 2,570,070.10 365+00.00 -L- 31099 653,268.87 2,570,081.35 366+00.00 -L- 31100 653,368.24 2,570,092.60 367+00.00 -L- 31101 653,467.60 2,570,103.84 368+00.00 -L- 31102 653,566.97 2,570,115.09 369+00.00 -L- 31103 653,666.34 2,570,126.34 370+00.00 -L- 31104 653,765.70 2,570,137.59 371 +00.00 -L- 31105 653,865.07 2,570,148.83 372+00.00 -L- 31106 653,964.43 2,570,160.08 373+00.00 -L- 31107 654,063.80 2,570,171.33 374+00.00 -L- 31108 654,163.16 2,570,182.58 375+00.00 -L- 31109 654,262.53 2,570,193.82 376+00.00 -L- 31110 654,361.89 2,570,205.07 377+00.00 -L- 31111 654,461.26 2,570,216.32 378+00.00 -L- 31112 654,560.62 2,570,227.57 379+00.00 -L- 31113 654,659.99 2,570,238.81 380+00.00 -L- 31114 654,759.36 2,570,250.06 381 +00.00 -L- 31115 654,858.72 2,570,261.31 382+00.00 -L- 31116 654,958.09 2,570,272.56 383+00.00 -L- 31117 655,057.45 2,570,283.81 384+00.00 -L- 31118 655,156.82 2,570,295.05 385+00.00 -L- 31119 655,256.18 2,570,306.30 386+00.00 -L- 31120 655,355.55 2,570,317.55 387+00.00 -L- 31121 655,454.91 2,570,328.80 388+00.00 -L- 31122 655,554.28 2,570,340.04 389+00.00 -L- 31123 655,653.64 2,570,351.29 390+00.00 -L- 31124 655,753.01 2,570,362.54 391 +00.00 -L- 31125 655,852.38 2,570,373.79 392+00.00 -L- 31126 655,951.74 2,570,385.03 393+00.00 -L- 31127 656,051.11 2,570,396.28 394+00.00 -L- 31128 656,150.47 2,570,407.53 395+00.00 -L- 31129 656,249.84 2,570,418.78 396+00.00 -L- 31130 656,349.20 2,570,430.02 397+00.00 -L- 31131 656,448.57 2,570,441.27 398+00.00 -L- 31132 656,547.93 2,570,452.52 399+00.00 -L- 31133 656,647.30 2,570,463.77 400+00.00 -L- 31134 656,746.66 2,570,475.01 401+00.00 -L- 31135 656,846.03 2,570,486.26 402+00.00 -L- 31136 656,945.40 2,570,497.51 403+00.00 -L- 31137 657,044.76 2,570,508.76 404+00.00 -L- 31138 657,144.13 2,570,520.00 405+00.00 -L- 31139 657,243.49 2,570,531.25 406+00.00 -L- 31140 657,342.86 2,570,542.50 407+00.00 -L- 31141 657,442.22 2,570,553.75 408+00.00 -L- 31142 657,541.59 2,570,564.99 409+00.00 -L- 31143 657,640.95 2,570,576.24 410+00.00 -L- 31144 657,740.32 2,570,587.49 411+00.00 -L- 31145 657,839.68 2,570,598.74 412+00.00 -L- 31146 657,939.05 2,570,609.99 413+00.00 -L- 31147 658,038.42 2,570,621.23 414+00.00 -L- 31148 658,137.78 2,570,632.48 415+00.00 -L- 31149 658,237.15 2,570,643.73 416+00.00 -L- 31150 658,336.51 2,570,654.98 417+00.00 -L- 31151 658,435.88 2,570,666.22 418+00.00 -L- 31152 658,535.24 2,570,677.47 419+00.00 -L- 31153 658,634.61 2,570,688.72 420+00.00 -L- 31154 658,733.97 2,570,699.97 421 +00.00 -L- 31155 658,833.34 2,570,711.21 422+00.00 -L- 31156 658,932.70 2,570,722.46 423+00.00 -L- 31157 659,032.07 2,570,733.71 424+00.00 -L- 31158 659,131.43 2,570,744.96 425+00.00 -L- 31159 659,230.80 2,570,756.20 426+00.00 -L- 31160 659,330.17 2,570,767.45 427+00.00 -L- 31161 659,429.53 2,570,778.70 428+00.00 -L- 31162 659,528.90 2,570,789.95 429+00.00 -L- 31163 659,628.26 2,570,801.19 430+00.00 -L- 31164 659,727.63 2,570,812.44 431+00.00 -L- 31165 659,826.99 2,570,823.69 432+00.00 -L- 31166 659,926.36 2,570,834.94 433+00.00 -L- 31167 660,025.72 2,570,846.18 434+00.00 -L- 31168 660,125.09 2,570,857.43 435+00.00 -L- 31169 660,224.45 2,570,868.68 436+00.00 -L- 31170 660,323.82 2,570,879.93 437+00.00 -L- 31171 660,423.19 2,570,891.17 438+00.00 -L- 31172 660,522.55 2,570,902.42 439+00.00 -L- 31173 660,621.92 2,570,913.67 440+00.00 -L- 31174 660,721.28 2,570,924.92 441+00.00 -L- 31175 660,820.65 2,570,936.16 442+00.00 -L- 31176 660,920.01 2,570,947.41 443+00.00 -L- 31177 661,019.38 2,570,958.66 444+00.00 -L- 31178 661,118.74 2,570,969.91 445+00.00 -L- 31179 661,218.11 2,570,981.16 446+00.00 -L- 31180 661,317.47 2,570,992.40 447+00.00 -L- 31181 661,416.84 2,571,003.65 448+00.00 -L- 31182 661,516.21 2,571,014.90 449+00.00 -L- 31183 661,615.57 2,571 ,026.15 450+00.00 -L- 31184 661,714.94 2,571,037.39 451 +00.00 -L- 31185 661,814.30 2,571,048.64 452+00.00 -L- 31186 661,913.67 2,571,059.89 453+00.00 -L- 31187 662,013.03 2,571,071.14 454+00.00 -L- 31188 662,112.35 2,571,082.79 455+00.00 -L- 31189 662,211.50 2,571,095.78 456+00.00 -L- 31190 662,310.32 2,571,111.09 457+00.00 -L- 31191 662,408.59 2,571,129.60 458+00.00 -L- 31192 662,506.15 2,571,151.52 459+00.00 -L- 31193 662,602.89 2,571,176.84 460+00.00 -L- 31194 662,698.68 2,571,205.52 461 +00.00 -L- 31195 662,793.42 2,571,237.52 462+00.00 -L- 31196 662,886.98 2,571,272.81 463+00.00 -L- 31197 662,979.25 2,571,311.34 464+00.00 -L- 31198 663,070.12 2,571,353.07 465+00.00 -L- 31199 663,159.48 2,571,397.94 466+00.00 -L- 31200 663,247.22 2,571,445.91 467+00.00 -L- 31201 663,333.23 2,571,496.91 468+00.00 -L- 31202 663,417.41 2,571,550.88 469+00.00 -L- 31203 663,499.66 2,571,607.75 470+00.00 -L- 31204 663,580.03 2,571,667.25 471+00.00 -L- 31205 663,659.00 2,571,728.59 472+00.00 -L- 31206 663,737.16 2,571,790.97 473+00.00 -L- 31207 663,815.08 2,571,853.65 474+00.00 -L- 31208 663,893.00 2,571,916.33 475+00.00 -L- 31209 663,970.92 2,571,979.01 476+00.00 -L- 31210 664,048.84 2,572,041.69 477+00.00 -L- 31211 664,126.76 2,572,104.36 478+00.00 -L- 31212 664,282.60 2,572,229.72 480+00.00 -L- 31213 664,438.43 2,572,355.08 482+00.00 -L- 31214 664,594.27 2,572,480.44 484+00.00 -L- 31215 664,750.11 2,572,605.80 486+00.00 -L- 31216 664,905.95 2,572,731.15 488+00.00 -L- 31217 665,061.78 2,572,856.51 490+00.00 -L- ~ 31218 665,217.62 2,572,981.87 492+00.00 -L- 31219 665,373.46 2,573,107.23 494+00.00 -L- 31220 665,529.30 2,573,232.58 496+00.00 -L- 31221 665,685.14 2,573,357.94 498+00.00 -L- 31222 665,840.97 2,573,483.30 500+00.00 -L- 31223 665,996.81 2,573,608.66 502+00.00 -L- 31224 666,152.65 2,573,734.02 504+00.00 -L- 31225 666,308.49 2,573,859.37 506+00.00 -L- 31226 666,464.33 2,573,984.73 508+00.00 -L- 31227 666,620.16 2,574,110.09 510+00.00 -L- 31228 666,776.00 2,574,235.45 512+00.00 -L- 31229 666,931.84 2,574,360.80 514+00.00 -L- 31230 667,087.68 2,574,486.15 516+00.00 -L- 31231 667,245.50 2,574,608.99 518+00.00 -L- 31232 667,411.00 2,574,721.17 520+00.00 -L- 31233 667,585.63 2,574,818.54 522+00.00 -L- 31234 667,768.07 2,574,900.33 524+00.00 -L- 31235 667,956.95 2,574,965.90 526+00.00 -L- 31236 668,150.82 2,575,014.76 528+00.00 -L- 31237 668,348.22 2,575,046.54 530+00.00 -L- 31238 668,547.63 2,575,061.00 532+00.00 -L- 31239 668,747.55 2,575,058.15 534+00.00 -L- 31240 668,946.97 2,575,043.07 536+00.00 -L- 31241 669,146.20 2,575,025.50 538+00.00 -L- 31242 669,345.42 2,575,007.93 540+00.00 -L- 31243 669,547.29 2,575,020.25 542+00.00 -L- 31244 669,746.51 2,575,002.68 544+00.00 -L- 31245 669,945.74 2,574,985.11 546+00.00 -L- 31246 670,144.97 2,574,967.54 548+00.00 -L- 31247 670,344.19 2,574,949.97 550+00.00 -L- 31248 670,543.42 2,574,932.40 552+00.00 -L- 31249 670,742.65 2,574,914.83 554+00.00 -L- 31250 670,941.87 2,574,897.26 556+00.00 -L- 31251 671,141.10 2,574,879.69 558+00.00 -L- 31252 671,340.33 2,574,862.12 560+00.00 -L- 31253 671,539.55 2,574,844.55 562+00.00 -L- 31254 671,738.78 2,574,826.99 564+00.00 -L- 31255 671,938.01 2,574,809.42 566+00.00 -L- 31256 672,137.23 2,574,791.85 568+00.00 -L- 31257 672,336.46 2,574,774.28 570+00.00 -l- 31258 672,535.69 2,574,756.71 572+00.00 -l- 31259 672,734.91 2,574,739.14 574+00.00 -l- 31260 645,362.76 2,567,999.85 6+00.00 -BY11- 31261 645,524.87 2,568,116.98 8+00.00 -BY11- 31262 645,705.44 2,568,194.54 10+00.00 -BY11- 31263 645,900.14 2,568,234.84 12+00.00 -BY11- 31264 644,281.23 2,569,542.28 6+00.00 -BY13- 31265 644,432.60 2,569,673.00 8+00.00 -BY13- 31266 644,620.68 2,569,698.51 10+00.00 -BY13- 31267 644,820.51 2,569,690.33 12+00.00 -BY13- 31268 645,020.35 2,569,682.15 14+00.00 -BY13- 31269 645,205.21 2,569,756.04 16+00.00 -BY13- 31270 645,389.29 2,569,834.24 18+00.00 -BY13- 31271 645,567.13 2,569,919.11 20+00.00 -BY13- 31272 644,094.20 2,566,990.28 6+00.00 -BY10RPB- 31273 644,238.92 2,567,128.32 8+00.00 -BY10RPB- 31274 644,383.64 2,567,266.36 10+00.00 -BY10RPB- 31275 644,533.11 2,567,399.17 12+00.00 -BY10RPB- 31276 644,691.50 2,567,520.95 14+00.00 -BY10RPB- 31277 644,854.44 2,567,636.92 16+00.00 -BY10RPB- 31278 645,017.36 2,567,752.93 18+00.00 -BY10RPB- 31279 645,180.24 2,567,868.99 20+00.00 -BY10RPB- 31280 644,200.85 2,567,332.14 6+00.00 -BY10RPC- 31281 644,248.62 2,567,526.35 8+00.00 -BY10RPC- 31282 644,296.71 2,567,720.48 10+00.00 -BY10RPC- 31283 644,343.78 2,567,914.82 12+00.00 -BY10RPC- 31284 644,379.18 2,568,111.66 14+00.00 -BY10RPC- 31285 644,439.17 2,568,301.71 16+00.00 -BY10RPC- 31286 644,509.93 2,568,488.77 18+00.00 -BY10RPC- 31287 644,640.14 2,568,637.27 20+00.00 -BY10RPC- 31288 644,804.27 2,568,797.20 6+00.00 -BY10RPD- 31289 644,949.11 2,568,935.12 8+00.00 -BY10RPD- 31290 645,112.65 2,569,046.19 10+00.00 -BY10RPD- 31291 645,296.29 2,569,122.55 12+00.00 -BY10RPD- 31292 645,491.80 2,569,164.68 14+00.00 -BY10RPD- 31293 645,687.31 2,569,206.82 16+00.00 -BY10RPD- 31294 645,883.60 2,569,244.03 18+00.00 -BY10RPD- 31295 645,192.98 2,567,895.16 6+00.00 -BY10lPB- 31296 645,015.53 2,567,802.90 8+00.00 -BY10lPB- 31297 644,829.16 2,567,808.25 10+00.00 -BY10lPB- 31298 644,715.18 2,567,952.43 12+00.00 -BY10lPB- 31299 644,771.99 2,568,116.20 14+00.00 -BY10lPB- 31300 644,901.03 2,568,269.00 16+00.00 -BY10lPB- 31301 665,432.18 2,572,796.65 6+00.00 -BY19RPA- 31302 665,576.18 2,572,935.45 8+00.00 -BY19RPA- 31303 665,720.17 2,573,074.25 10+00.00 -BY19RPA- 31304 665,849.01 2,573,226.87 12+00.00 -BY19RPA- 31305 665,973.98 2,573,383.02 14+00.00 -BY19RPA- 31306 666,098.95 2,573,539.17 16+00.00 -BY19RPA- 31307 664,299.01 2,572,151.73 8+00.00 -BY19RPB- 31308 664,480.56 2,572,235.62 10+00.00 -BY19RPB- 31309 664,662.12 2,572,319.50 12+00.00 -BY19RPB- 31310 664,841 .39 2,572,407.65 14+00.00 -BY19RPB- 31311 665,011.67 2,572,512.55 16+00.00 -BY19RPB- 31312 665,181.96 2,572,617.45 18+00.00 -BY19RPB- 31313 665,352.24 2,572,722.35 20+00.00 -BY19RPB- 31314 664,036.05 2,572,126.76 12+00.00 -BY19RPC- 31315 664,178.85 2,572,266.79 14+00.00 -BY19RPC- 31316 664,305.93 2,572,420.63 16+00.00 -BY19RPC- 31317 664,426.42 2,572,580.26 18+00.00 -BY19RPC- 31318 664,555.19 2,572,733.07 20+00.00 -BY19RPC- 31319 664,688.80 2,572,881.90 22+00.00 -BY19RPC- 31320 664,822.41 2,573,030.72 24+00.00 -BY19RPC- 31321 664,940.22 2,573,140.17 6+00.00 -BY19RPD- 31322 665,094.06 2,573,267.97 8+00.00 -BY19RPD- 31323 665,260.95 2,573,370.82 10+00.00 -BY19RPD- 31324 665,453.69 2,573,424.21 12+00.00 -BY19RPD- 31325 665,645.02 2,573,482.05 14+00.00 -BY19RPD- 31326 665,816.52 2,573,579.08 16+00.00 -BY19RPD- 31327 665,971.95 2,573,704.45 18+00.00 -BY19RPD- ,...,......,...,.,.,...........................................................................................................................................................................................................................,........................................................ ~ ~ ~ ~ STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PROJECT LENGTH APPROXlMATELY=S.90 Miles Beaufort County /:I. . ~: . . . . . . :.It ~" ["J Ii 7 r../: L 1'~.~ 1: ChoLnnity _. rwn · -f':f'!l. ~,.f, ~ ''" { i ~..~~ ~~~ US 17 BYPASS Ii l!,~# # ~~## # " 9#~ ..., # *""' rt # /I'~ , (.''Y (~ ~~?' 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R-2510B 12 rNf IHIIT NO. rt:JNJWAY IlEIIClN HYDlWJUCS ...- -- R-2.5IOB, woslington By/XISS us nfrom SwIll oF SR 1/49 (PrlC8 RdJ to us 17 SQJth oF SR 1536 (Haml/fOll B80ch RdJ &Jaufort (;QJ1IIy SCALE:r=KXJ' INCOMPLE E PLANS DO NOT usa FOR I W ACQUlSrnoN PRELIMIN RY PLANS DO Mar VB CONSTRVCTlON --L- --L- I \" X Y Y~ ~ y ..:::L- X X X L Y ~ y L y 1. ---. y X y ~ f'r)YL X y 1. y X X y Y 1. Y o o X 0 LO + I'- (t) (t) ~ en ~ I W Z =; J: (.) ~ :E X X X y X X y y y X X X X y X Y Y X 1. ERN.GAElt R &. ROBERT A 1. 1.. y y 1. y X X X Y X X X X 1. 1. X 1. 1. X y X X X y 1. X X X y L y 1. L L 1.1.. y L L X . .. \ L L L L L L L L L "'~ L ~ L L ~ @- (Y x L L ""\ L L L ~ L X~ Y 1.. y ((Y x y X 1.. L~ L :t-. \ y~- L L (<9 \~X ~ L 1.. y\ Y 1.. X co---. _____ L ___ -l X I 3: L -wU3 I I LL ~ L X (<9 II 1.. \ 1.. X X Y I I c '" 'U M ~ c. sl in ~ " ~ 'U c o " " Jt ~ ~ ~ 'U '" I " +' ~ " c. " .D '" in ~ ~ U ~ ~ "- 0: ~ +' U ~ ~ "- " ~ C o OJ o ()1 OJ ~ ~ ~C Q/ _MO. 13 English I'IIIOJICI'_NO. R-2510B rNf IHRT NO. J/JN1WAY IlIIIGN ENGINRI HYDRAllUCS _EEIl L y IL R-~ W<JSIingfCtl Bt{J(1S$ us I7from Stv1tI tf SR 1149 (Price RdJ to us 17 ScuttJ (f SR ISJ6 (Hqrd/tofl 8fJacII RdJ BtJauforr CfUIy SCALE,r-KXJ' XY INCOMPL E PLANS DO llar usa rea ,... AOQVISlTION L L y y \ -- x IX X I X X X "'- X ft/I...e X 1..'-.... X I 1.. XX L L 1.. 1.. Y 1.. I 1.. X X L Y I 1.. L I @y Y L OX PA TRICK W H HRS l!) Y Y tv) y y y X Y L L Y X o o ci o + ~ LO (t) ~ en ~ I y X X 1.. o o o LO + I'- y ('I) ('I) ~1.. en I ..J I W Z - ..J J: (,) ~ :5 ~ y L <'(Y "" ~ X 1.. y y X XX~ y y X y y L 1.. "'~ ((Y 1.. '\ y 1.. L y y 1.. -J - 1.. L Y Y Y L W Y Y L Z Y - Y ....J ~ 1.. ~ J: Y L X ~ L X ~ PATRICK. <( L '" L X L Y Y SEPI:N13 H~ :E 1..~ X X @ X Y 0> \\N U3 ---- L 1.. L Y Y \ y "'~ y <' L X\ 1.. Y L <9",,~ 1.. X X 1.. 1.. L "iX X 1.. 1.. X ~ Y X X X X Y y <<9 L X Y I\ X 1.. 1.. L L L X X\ I L L Y 1.. 1.. L Y 1..x X L L Y 1.. X y 1.. X L 1.. L y 1..~ 1.. I X 1.. L L L L y L L 1.. 1.. L 1.. XL X 1.. 1.. 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R-25I08 Wf18/I'.on Bypass us ITfrom S<ntII cf SR 1149 (Pr/oe RdJ to us IT South cf SR ISJ6 (Hom1/totJ 80acII RdJ e.dort COUrly SCALEI r-<<X1 _NO. 14 IftDWJlICI _EEIl 1. 1. 1. 1. 1. ~1.~~ y 1. X 1. y 1. y .:t., X 1. /8 .:t:. .:t:.;: ~ x 1/1. 1. ^'~ / /~ X X <<> X (,y~ -,--- 8 ~/-"4 ~ ~ (Y) $ en ~ I W z ::i J: o ~ :E X 1. X X X X X () @ 1. (,() PA TRICK, JOSEPH B HRS ~ 1. X X X 1. X X X X X X X X X X X X X 1. \~~ x ~\ 1. X X .:t:. .:t:..:t:. ~ \\ .:t:. .:t:. .:t:. ~ \ \ 1. \~~ X X '? \ .:t:..:t:..:t:. .:t:. .:t:..:t:. '" \ \ ~ .:t:. .:t:. .:t:. .:t:. ~.:t:. ~ \ .:t:. .:t:. .:t:. 1. 1. * ~ X ,Y 1. X \ X~ \V /~ ~ \...L- 1. 1. ~ V 1.\ 1.1.1.1. 0 1. x wz8............... ..............11',- X X 1. X~............... 1. 1. X ~~ X X '-.. ~ \ 1. X 1. (8 ~ .:t:. ~ ~ 1. \V "'tr. -L Z& y ~ 1. X@ 1. 1..1. 1. x 1. 1. r- 1. X 1. 1.~........,1. .:t:. l , .:t:. 1. , "- ~ "" ',,\1. / \~ X X \V \ " \ -L \ \C.:t:. .:t:. .:t:. .:t:. '\: X 1. x 1.1. \ 1. 1. \ Xx \ \II" ~ y HIQlECl' _ NO. IHBT 1lO. R-2510B 15 rNI IHel' NO. JDNIWA.Y DIIIGN Il'IIllWlUCS ENG_ __ .::t. Y Q:; ~ / QJ English .. y y R-25108 WosNngton Bypass us flfrOl1l SWth (If SR 1149 (PrtCII RdJ to us fl SwIh (If SR I~ (Han/1IOn 8<<1ch RdJ &tdort Ccudy SCALE/ r=1OO' y y Y y ) INCOMPLE E PLANS DO Nar usa FOR I W ACGUJSlTION PRELlMIN RY PLANS DO NOT VB PO CONSTRUCTION / Y y ~ y Y Y Y Y y y Y ~- L y y y y Y Y Y / Q:; ~ / fa / "'- IV") Y y /""" ~\,<o / y y '\ Y y y y y y ~ y .Y y Y y \ 87M "" Y yY y y y ~ ~ cbWARD. /EX ALL N y y y y .Y y .Y . -.......... ,/'l.() / <-0 rvJ Y y ~y I , -.J \~ : I y I . . ........ y y y y Lr) ..h ~ ....... '- ~"\,~ / y QJ ~ ....... y 1 0) \ y Vy . , '\. / .Y .Y y y y y y y ~/ Y Y/ ~ o o o o + ~ ~ en ...:.. I W z :J J: ~ <( :E Y o o o LO + ...... ...... 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Cf) ~ UJ I ....J I W z ::i I :r: (.) ~ I :E 23 I I I I I @Yt-I I I I II I I ~ ~1r!..fJ ~ ~ I ~ I I II I ~ I I I I I I I / I CrJ ~I II I ~y Y Y II II~ I I I II I I I I I L ~ Y L I I I y L Y yY Y ~ y L @ Y Y I I I I I Ly I I L I I I y I I r L I I I y I y y I y y I y I I I Y y I y R-25I08 WosNnt;OfI Bypass us I7fr()(fJ S<<IIh (f SR 1149 (PrIce RdJ to us 17 South (f SR 1536 (HafIi/t()(l 8<<Ich RdJ &Kdort Ccvrty SCN.Elr:::J(}()' L y y L y Ll() I CO fV) L I I L I y I y L I y I I I y y y I 21 I y L I I I L I y L Y y y y y y L y y I L L English L y I y y L I I y L L I'IlOJICT _ NO. R-25/0B INI IHm NO. JtJN1W",y IlEIICll'l ~ It&r NO. /6 /y yy Y I IlYDINJLlCS -- INCOMPLE E PLANS DO NOT usa POI. I W ACQUJ5lT1ON PRELIMIN RY PLANS DO NOT VB CONSTR11CTtON y I a 0) fV) y I o o o Lt) + o 0) Cf) ~ UJ ~ I W z ::i :r: (.) y ~ :E y I I I I I, 0- English I'IlOJECI' ...-c:I NO. _MO. .. 0- R-2510B fl "- Y Y "- Y :::: y y rNf IHH1' NO. eD Y R-251OB VlasNiIgIon 9f/X1$$ JtJN1WAY lldIGIl HYIlMWCS Y us flfrcm SccJth rf SR 1149 (Price RdJ to us fl ~ _EEl Y Stdh rf SR /536 (Hamilton 8t>>c/I RdJ @ Y j &wfort Courty y SCALE, '-KXT Y y Y -1..- -1..- Y Y y Y Y - y l~ y ::'S. Y X y y y y y y y y y y y X LO y QK. y y 0> C) tv) y ~ y X y 0 y y 0 X X 0 0 y y y 0 LO 0 + LO I 0 y y y + 0) ~ CW) y y ~ ~ - - - ~ en - - - ~ y en I I ..J W I Z Y W ::i y y y Z c J: y ::i 01 'U Y ~ 0 X Y J: {i !( y y y 0 Q. !( '" in :! y ';' :! -:; 1) y c 0 ? 0 ;" / n ~ y y '3 Y X Y ~ -g, J: X X Y / " Y X E c y 0 @ Q. / Y .!l Y X IS> Y in Y SINGLETON B E JR & MARSHALL T ';' -:; y y y y X X Y y X Y Y Y X Y Y Y Y y y y X Y X X X X X X Y y English PIlOJICI' --..a NO. _NO. ... R-2510B 18 Y Y R-25IOB W<J$/ingfcn 8y(X18$ 1M IHIIl' NO. Y us flfrom South (f SR 1/49 (Price RdJ to us fl JtJN1WAY llIJIGlol HYIlIAWCS Y ENGIolEl ENCIINHI StUh (f SR 1536 (HomIlton 8tJach RdJ Y Bet:Nfort Ctnr/y ~COMPLE E PLANS Y y SCAlE: r=lOO' DO NOT usa POR ,. ACQ1JJS1TION Y PRELIM~ RY PLANS Y DO Nar 115K JI'O CONSTRucnoN y y y y y y y y y y ~ - ~ y y y y y y @ y y y y SINGLETON 8 E JR & MARSHALL T Y y y L!) y C) y L!} C) -- y -- "\t- y y y "\t- "\t- o 0 y 0 0 y x. y ci g ci y y Ll) Ll) + I + y co ~ y ~ y 'l:t ~ Y ~ ~ VJ VJ ~ ~ . '. w w z C z y ::J '" ." ::J y ~ :I: ~ :I: Y Y Y 0 "- '" 0 y ~ in X. ~ ~ -;; ..:t.. :E 1l 0 ::;: 0 y ;; v :0. y -;; y ~ '3 Y Y y ~ y y 1l :r> :I: " Y @ +' Y ~ Y y v y "- y SINGLETON 8 E JR & MARSHALL T " .0 '" in ~ -;; 0 y ~ .!?, y x. ~ y 0- X. Y Y co -;; y +' ~ 0 !!, y y x. ~ y 0- " Y . 0 0 y .;; 0 01 Y Y x. .;; . y y 0 0> NC 2/ ",+' Y ~ 00 00 X. N' ,+' X. COO ",0 ::;U .!..~ N.Il 0 0 0 I it) + ca ~ ~ ~ en I ...J I W Z C ::J '" " ~ J: .t: C 0 Q. <Si ~ in ";' -;; :E " c c ';l c ~ '" c ~ '3 ~ -g, :I: '" " E L 0 Q. '" .!J lSl in ";' '" C 0 .!?, ~ 0- 0: -;; " 0 .!?, C L 0- '" ~ C 0 ;:; C '" ;:; ~ 0 > NC 2/ ~g OC N" 'c ~ ..!..."::: NlJ) t:.. y y y y R-Z5IOB WOSIinglon BytxJ$$ US "from SQJfh ~ $R 1149 (Price RdJ to US " SQJfh d' SR 15J6 (Hollitton 8BacII RdJ 8etJufort CQJ1'I/y SCALE:r-1OO' - ~ y y y y - y y y y y y y y @ y SINGLETON B E JR & MARSHA~ T Y Y Y a y ~ y l.() C\J ~ y y y y y y y y y y y y y y y y y @ y SINGLETON B E JR & MARSHALL T Y y y y y y y y y y English I'IIOlICI' _ NO. SIlIIT NO. R-2510B /9 rNf .... NO. rt>>l1WAY IlEIlGft IlYIIUWCS ENGNIIl __ - - o o o it) + m N ~ ~ en ~ I W z ::J J: to) ~ :E ... I o o ci it) + 0) N ~ ~ en I ..J I W z :::::i ::I: (,) ~ ~ C rn " osi "l {i a. csl 10 ~ -;; " C o ? o 3 -;; ~ '3 o L ~ J: , +' ~ o a. , .0 "" 10 'N " -;; o !?, o L Cl. a: -;; +' o .!!, e Cl. -;; C o ~ o rn ~ n o > NC Q/ R-25108 W(J8/ington Byf)(l$$ US Ilfrom ScufII of SR 1149 (Price R</J to us 11 ScufII of SR 1536 (HonillOn 8tJac/J R</J 8<<Jufort Coody SCAI.E:f'-/OO' I ~ - ~ C) t'r) "t l!) f'r) "t English I'IIOJECT _ NO. SHEET NO. R-2510B 20 rNf IHIIl' NO. II!JN1WAY llEIICllol HYIlIAWCI EIGNIlI II'lClINIB INCOMPLE E PLANS DO NOT usa FOR , W' A.COUJSlftON PRELlMIN RY PLANS DO NOT UD CONSTR11C'I1ON C) "t- "t- - - y y y y y y y y y y @f y y y y y y y y y y y o o ci it) + ~ ~ en I ..J I W z :::::i ::I: (,) ~ ~ English PIICJICT ...-a NO. .... NO. " R-2.5/0B 2J I I'H IHHr NO. I y JDN/WAY ~ Il'IIlIWJUCS Y ~ -- y y y INCOMPLE E PLANS R-2SIOB WQS/ingtO/l Byposs Y DO Nar USE POI. ~ W A.CQUISITION US Ilfr()lll ScutII ~ SR 1149 (Price RdJ 10 us 17 y Y PRELIMIN RY PLANS DO Mar VSB PO CONS1'1t.vcnoN ScutII ~ 5R /536 (Haflin()fl Beach RdJ ----(L+ - y 8<<Jufort CWrty ~ Y SCALE, r=J(J(J' I I Y Y y I y Y I Y Y Y I I Y Y y y y a y l() I Y y l() l() I ~ y y "\t- y y y 0 y 0 I 0 0 y 0 0 I I I Y LO LO Y Y I + I + y LO N Y I LO ~ I I ~ ~ I y ~ ~ - en - en I ~ ....I I I W W Z z ::i I II .r- ::i c I I ::I: '" ::c: y I "l i\j (.) I I (.) .J: ~ . !;c y Q. .sl I I in :E ~ :E -;; @ I '0 Y Y c 0 y +l I Y I 0 I :>0 -;; ~ I y I I y 0 I Y Y ~ Y y ~ I I I " I +' ~ 0 y I I Q. I " I Y I Y JJ Y lSl in N Y y ~ " . y u y .!?, y ~ y I Q. I I I I Y I Y I Y I Y Y I Y Y Y I I I I I .. 5- English I'lIOJECT .-a NO. .-TNO. R-2510B 22 "5- "5- 5- R-25IOB WasI'IntJIOIl 8y(XJ$$ JNf _ NO. 5- '5- us "from Sculh of SR 1149 (Pries RdJ 10 US 17 JfJN1WAY ll!IIClN IftDUUUCS 5- "5- SovIf1 of SR ISJ6 (Hanilton &ach RdJ ~ -- "5- 5- &wf0rl CCurty '5- "5- SCALE: r=j(J(1 "5- '5- "5- 3- "5- "5- '5- t- "5- '5- "5- "5- "5- "5- "5- 5- "5- "5- "5- "5- "5- "5- "5- "5- @ "5- @"5- ~ / '5- - - '5- '5- "5- RHEM,J DAN JR "5- () '5- :r.- "5- t8 (..0'5- "5- "5- '5- "5- "5- "'1- 5- 5- "5- '5- '\f "5- 5- "5- "5- $:- "5- 5- '5- "5- 8 5- I <6. "5- "5- "5- c:i ~ ~ "5- ::.--: :..,....---: ~ f ~ ~ j> "5- ;5 J.. -' 'U, CI.) 5- , ~ -;I \ 5- !# c ~ "5- en -u ....... oj -./ "l i ~ ,~ a. os: t; "5- in ~ ~ -;:; ~"5- ~ -u c 0 4!. ? v ~ ~ / "5- ~ ,g "5- , "5- 0 "5- ~ -g, :I; / " ~ E ~ v a. ~"5- , J:J <Sl in "5- "5- ~ RHEM, J DAN SR -;:; 5- "5- "5- "5- "5- "5- "5- "5- "5- "5- "5- "5- "5- 5- "5- "5- 5- "5- "5- "5- "5- "5- "5- 5- "5- -.. ~ ~ PIlO.IECI'_NO. _NO. ~ ~ English R-2510B 23 ~ ~ I'N IHRT NO. ~ KONIWAY DEIIGI'l H'IllRAULICS -- &IGItlB ~ ~ CD R-251OB W<J$NngtOn 8ttxm ~ -y ..J -y -y ~ $: us I7from SQAh (f SR 1149 (Price RdJ to US 17 \ SCtJfh (f SR 1536 (HoniIlOn Beach RdJ -y -y ~ ~ Beavfort Cevnty -y -y SCAI.E:r-1OO' ~ ~ ~ -y -y \ -y -y -y c.- -y ~ -y ~ -y ~ ~ R~,JN SR -y / -y -y -y CO C) ~ ,0 -y -y -y -y ~-y I ~ ~ -y -y -y "'t- (CHORD) -y 0 ~ f___ _0 ~ -y -y ------- ------- 0 I 0 -y~ -y --- 0 .0 -y -y -y \~ LO + + cD cO<t) 0 ~ ClO ~ < t5 'Ui en ..) ~ I I c uJ '" % 'U -y -y M "I :J -y -'ii "- :I: -y -y -y -y & -y I in (,,) ~ ~ -y -y I -;; '< 'U c -y \ 0 ';> 2 0 f ",-- :3' -y -j--rCHOIjD) -;; -y --- ~ :; --- 0 -- ~ --y ~ ~ J: -y -y (CHORD) " -y " -y ~ 0 ~ -y "- ~ " .0 -y OS> -y-y in ~ -y -y -;; .r.. -y -y -y ~ /' -y -y -y -y -y -y I ~ -y en -J -y ~ -y ~ s :Y -y I -y -y ~ -y -y -y -y / -y -y -y -y -y -y -y