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HomeMy WebLinkAboutNCDOT 57-91 Minor Mod Runyon Creek---II..--I'll-,1w Permit Class Permit Number MODIFICATION/ 57-91 MINOR STATE OF NORTH CAROLINA Department of Environment, Health & Natural Resources and Coastal Resources Commission Permit '� N 0 7 M4 for % Major Development in an Area of Environmental Conce 5 QEi L pursuant to NCGS 113A-118 ----- -- Excavation and/or filling pursuant to NCGS 113-229 Issued to NC Dent. of Transportation, Div. of Highways P.O. Box 25201 Raleigh, NC 27611 authorizing development in Beaufort County at Runyon Creek at U.S. Hwy. 264 crossing near Washington as requested in the permittee's application dated letter dated 11/22/93 and attached workman drawing dated 11/2 /9 This permit, issued on JANUARY 5, 1994 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. 1) This permit authorizes relocation of sewer and water lines in accordance with the above - referenced workplan drawing. 2) All conditions and stipulations of amended permit No. 57-91 issued on 6/6/91 remain in force under this modification unless altered herein. 3) This permit modification should be attached to the amended permit and both documents must be readily available on site when a Division representative inspects the project for compliance. This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31, 1994 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. .��Rogter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittec MEMORANDUM r:1 41993 TO: John Parker�ZT FROM: David Gossett J) L-G— THROUGH: Terry Moore si7tl u DATE: 9 December 1993 SUBJECT: Request for Permit Modification N.C. Department of Transportation Permit No. 57-91 Beaufort County, North Carolina On 6 June 1991 the Division of Coastal Management issued Permit No. 57-91 to N.C. Department of Transportation (NC DOT) for the four laning of US 264 east of the City of Washington. The permit was for development activities at Runyon Creek which involved a fill detour causeway. On 5 November 1993 this office issued to the City of Washington General Permit No. 12232-B to relocate an existing water line at the Runyon Creek crossing. This was not included in the original application since N.C. Department of Transportation was not aware of the existence of the line. Attached you will find correspondence dated 22 November 1993 with attached plat requesting permits for both sewage and potable water line relocation involving the same NC DOT project at Broad Creek approximately I mile to the east of the Runyon Creek site. It has been decided that since no General Permit can be issued for the sewage lines that both relocations, sewage and water, be handled as a minor modification of Permit No. 57-91. The only condition that should go on the permit is one that states that the work should be carried out in accordance with the plat dated 22 November 1993. If you have any questions do not hesitate to contact me. cc: Te Moore eston Pate Norm Sanders 0 STATE OF NORTH CAROLINA DEPARTMENT OF Tk NSPORTATION JAMES B. HUNT. JP- DIVISION OF HIGHWAYS GOVERNOR P. O. Box 1587 Greenville, NC 27835-1587 November 22, 1993 STATE PROJECT: 9.8024837 F. A. PROJECT: N/A COUNTY: Beaufort DESCRIPTION: R-2021, US 264 from SR 1501 to NC 32 in Washington SUBJECT: CAMA DEVELOPMENT PERMIT NO. 57-91 Mr. Terry Moore Division of Coastal Management 1424 Carolina Avenue Washington, NC 27889 Dear Mr. Moore: SAM HUNT SECRETARY This letter is in reference to Major CAMA Development Permit No. 57-91 issued to NCDOT for the widening of US 264 (temporary detour fill and new bridge construction) at Runyon Creek (Station 71+00) in Beaufort County, North Carolina. Since the original application and subsequent permit issuance on June 6, 1991, NCDOT, acting as agent for the City of Washington, has requested, and approval has been granted on November 5, 1993, for a CAMA and Dredge and Fill General Permit No. 12232-B for utility construction associated with the project at Runyon Creek. NCDOT is now requesting the same for utility construction at the Broad Creek site (Station 222+00). See attached map with detail sketches, attached letter of authorization from the City of Washington, and attached release letter from the Beaver Dam - Broad Creek Drainage Canal Authority. If further information is required, please advise. Sincere y, M. W. Nottingh✓ , P. E. RESIDENT ENGIN R MWN:HCHjr:bhh Attachments / STATE PROJECT: 9.8024837 F. A. PROJECT: N/A / COUNTY: Beaufort DESCRIPTION: R-2021, US 264 from SR 1501 to NC 32 in Washington The City of Washington authorizes the NC Department of Transportation to act as an agent in applying for the necessary permits and in the construction of the proposed . water line at Runyun Creek, Beaver Dam/Broad Creek, and US 264 in Beaufort County. Signature Date 0 STATE PROJECT: F. A. PROJECT: COUNTY: DESCRIPTION: 9.8024837 N/A BEAUFORT R-2021, US 264 from SR 1501 to NC 32 in Washington I, The Chairman of the Commissioners of Beaverdam Drainage District, Beaufort County #17, have jurisdiction regarding XXXXXXXXXXXXXXXXXXXXXXXXXXTZNN property adjacent to Beaver Dan/Broad Creek and the proposed US 264 widening project in Beaufort County. I Have reviewed the plans for the proposed City of Washington water line construction and have no objections to the construction. /zza Signature Chairman of the Commissioners Diana C., Alligood , J ` av, �U Z'I9z Date TP)T ,I ;r L NOV2 91993 N.C. 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Qy.LhOINLJ h� . fT� .IAALh ' SaLAE Permit Class Permit Number MODIFICATION/ 57-91 MINOR STATE OF NORTH CAROLINA N Department of Environment, Health & Natural Resources D' and Coastal Resources Commission Vrrmt't Ll for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 Excavation and/or filling pursuant to NCGS 113-229 Issued to NC Dent of Transportation Div. of Highways P. O Box 25201 Raleigh, NC 27611 development in Beaufort Countyat Runyon Creek at U.S. Hwy. 264 crossing near ngton as requested in a rmi sapplicationdated receive ng attac a wor an rawrngs, s eets 1 & 2 of dated 3. This permit, issued on September 16, 1993 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. 1) This permit modification authorizes a temporary fill detour over Runyon Creek in place of a pile supported structure. 2) Upon completion of the bridge replacement project, all fill associated with the temporary detour will be removed and the site returned to pre -project wetland grade. Native vegetation will be used to replant the site. (See condition No.7 of the 6/6/91 amended permit). 3) All conditions and stipulations of amended permit No. 57-91 issued on 6/6/91 remain in force under this modification unless altered herein. 4) This permit modification should be attached to the amended permit and both documents must be readily available on site when a Division representative inspects the project for compliance. (See attached sheet for Additional Conditions) This permit action may be appealed by the permittee or other quaHSed persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31, 1994 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. oger N. checter, Director ivision of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee permit Class AMENDED Issued STATE OF NORTH CAROLINA Deparmem of Environment, Health & Natural Resources and Coastal Resources Commission hermit Permit Number 57-91_ UN 1 3 1991 for ■ Uu`.2t --if • , L X Major Development in an Area of Environmental Concern------------�_______� pursuant toNCGS 113A-118 Excavation and/or filling pursuant to NCGS 113-229 developmentin Beaufort tountyat Runyon Creek at U.S. Hwy m as requested in the permittee's application This permit, issued on June 6, 1991 is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. 1) In order to protect anadromous fish resources, no instream construction may take place between February 15 and May 30 without prior approval of the Division of Coastal Management in consultation with the Division of Marine Fisheries. 2) Retain the existing wildlife travel corridor (3-4 ft. in width) beneath the Runyon Creek bridge, free of any obstacles such as riprap, to allow free passage of animals between wetlands on each side of the road and possibly deter them from crossing the busy roadway. 3) Realign the project drain in such a way as to allow runoff to flow into wetland areas before entering the stream. These areas would act as buffers and keep sediments and, possibly, roadway pollutants from flowing directly into the stream. (See attached sheet for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31, 1994 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. ov— Roger N. tecter, Director 'Division of Coastal Management This permit and its conditions are hereby accepted. Signature o Peeimrttee NC Dept. of Transportation Permit #57-91 Page 2 of 2 ADDITIONAL CONDITIONS 4) All temporary fill and clearing activities must be kept to an absolute minimum. 5) All temporary fill must be completely removed upon project completion. 6) Wetland soils, including profiles, must be restored in the project area impacted by fill or other construction activities. 7) Disturbed areas must be stabilized immediately upon completion of ground disturbing activities. Permanent wetland vegetation must be transplanted or seeded on the area. Tree species such as water oak (willow oak and laurel oak would be acceptable), cypress, and gum (Nyssa spp.) must be transplanted on the project site as part of the mitigation plan. 8) Stringent erosion and sedimentation control techniques must be umployed throughout construction and must .be maintained until the area is completely stabilized with wetland vegetation. 9) Prior to removal of equipment from the site used in wetland restoration, the permittee will request a permit compliance review by the DCM and COE Washington area offices. NOTE: This permit amendment authorizes the detour bridge on the north side of the existing road as originally requested, subject to management conditions, new four through nine. NOTE: The Division of Environmental Management has approved this project under General Water Quality Certification No. 1734 issued on March 4, 1987. Permit Class Permit Number Issued STATE OF NORTH CAROLINA Department of Enviromnent, Health & Natural Resources and Coastal Resources Commission hermit 57-91 L r for ........................ X Major Development in an Area of Environmental Concern pursuant to NCGS,113A-118 Excavation and/or filling pursuant to NCGS 113-229 development in Beaufort County )n as rec the permittee's application This permit, issued on April 11. 1991 is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. 1) In order to protect anadromous fish resources, no instream construction may take place between February 15 and May 30 without prior approval of the Division of Coastal Management in consultation with the Division of Marine Fisheries. 2) Retain the existing wildlife travel corridor (3-4 ft. in width) beneath the Runyon Creek bridge, free of any obstacles such as riprap, to allow free passage of animals between wetlands on each side of the road and possibly deter them from crossing the busy roadway. 3) Realign the project drain in such a way as to allow runoff to flow into wetland areas before entering the stream. These areas would act as buffers and keep sediments and, possibly, roadway pollutants from flowing directly into the stream. See attached sheet for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31. 1994 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. oger N. Schecter, Director ivision of Coastal Management This permit and its conditions are hereby accepted. Signature of Perittee NC Dept. of Transportation ADDITIONAL CONDITIONS Permit #57-91 Page 2 of 2 4) Construct the detour bridge over Runyon Creek on pilings between the south side of the roadway to minimize the potential for wetland impacts. If fill in wetlands is required for the detour bridge, that fill must be removed upon project completion and the affected area returned to the original elevation, site prepped, and planted with wetland species. NOTE: The Division of Environmental Management has approved this project under General Water Quality Certification No. 1734 issued on March 4, 1987. DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME N.C. of Lat: 35° 32' 45" �� ong: 770 01' 30" 2. LOCATION OF PROJECT SITE Beaufort County, widening of US 264 frm SR 1501 to NC 32 specifically Runyan Creek; No photo 3. INVESTIGATION TYPE: DREDGE & FILL 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 1-7-91 (B) WAS APPLICANT PRESENT No CAMA X 5. PROCESSING PROCEDURE: APPLICATION RECEIVED 2-4-90 OFFICE Washington 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Beaufort County LAND CLASSIFICATION FROM LUP Conservation DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP None (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE COASTAL WETLANDS PUBLIC TRUST WATERS_X ESTUARINE WATERS OTHER (C) WATER DEPENDENT: YES X NO (D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL (E) TYPE OF WASTE WATER TREATMENT: EXISTING NA PLANNED NA (F) TYPE OF STRUCTURES: EXISTING Bridge PLANNED Bridge (G) ESTIMATED ANNUAL RATE OF EROSION NA SOURCE 7. HABITAT DESCRIPTION: (A) VEGETATED WETLANDS DREDGED FILLED OTHER NA (B) NON -VEGETATED WETLANDS: (C) OTHER: (D) TOTAL AREA DISTURBED: NA 8. PROJECT SUMMARY: across Runvan Creek o Environmental setting The project which is being addressed by the application is the widening of US 264 east of Washington in Beaufort County from SR 1501 to NC 32. The specific water body which is involved in the application is Runyan Creek, a tributary of the Pamlico River. It should be mentioned, however, the project - will also impact Broad Creek which will result in wetlands being filled. The application presently being reviewed does not evaluate that crossing because no Areas of Environmental Concern (AECs) as defined by the Coastal Resources Omission are present. At the point where US 264 crosses Runyan Creek, there is an existing bridge which has an elevation of + 4' above the NWL. Also + 30' downstream from the bridge there is a sanitary sewer pipe crossing the creek which has been placed near the NWL. At the bridge location the creek has a width of + 45' and a depth of + 6' at normal water. At both ends of the bridge fill materials from the existing causeway extend to the edges of the creek. Very little if any wetland vegetation was observed at the bridge site. Project proposal The applicant is proposing to replace the existing bridge with a new bridge at the same location. The new bridge will have a clearance of + 8' above the NWL. A detour bridge will be constructed for traffic while the new bridge is being constructed. Once completed, the detour bridge will be removed. Enviramte tal impact The project as proposed should have a minimal environmental impact. Some short term turbidity will exist during project construction. David L. Gossett - Washington Office - 7 February 1991 1000N — Aeoo 1000N — Ae00 Please type or print. Carefully describe all anticipated development activities, including construction, excava- tion, filling, paving, land clearing, and stomrwater con- trol. If the requested information is not relevant to your project, write N/A (not applicable). Items 14 and 8-9 must be completed for all projects. 1 APPLICANT If you plan to build a marina, also complete and attach Form DCM-MP-2. -b- Is the proposed activity maintenance of an existing project, new work, or both? Both North Carolina Department o ranspor ion c. Will the project be for community, private, or a. Name L. R._ Goode PhD PE commercial use? —Puh'lir Address P. O. Box 25201 City Raleigh State NC d. Describe the planned use of the project Zip 27611 Dayphone (919) 733-2031 Puhlir Transportation ' Landowneror X Authorized agent b. Project name (if any) N/A c. If the applicant is not the landowner, also give the owner's name and address. See Permit 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number II S 26,4 b. City, town, community, or landmark Washington c. County Beaufort d. Is proposed work within city limits or planning jurisdiction? Yes e.• Name of body of water nearest project Pamlirn River 3 DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. Describe all development activities you propose (for' example, building a home, motel, marina, bulkhead, orpier). II C 264 widpiiinq- qrading paving, and drainage -Bridge mark mar Runyan and Broad Creeks 4 LAND AND WATER CHARACTERISTICS a, Size of entire tract 5.46 miles b. Size of individuallot(s) N/A c. Elevation of tract above mean sea level or National Geodetic Vertical Datum 35' above MSL d. Soil type(s) and texture(s) of tract IPnoir. Muckalee. Portsmouth & Bladen Loams e. Vegetation on tract F9rpct Anrt anrirultnra f. Man-made features now on tract Roadway (US 264) g. What is the CAMA Land Use Plan Classification of the site? (Consult the local land use plan.) Conservation Developed Rural X . Transitional X Community Other h. How is the tract zoned by local government? Consistent with CAMA land use plan How are adjacent waters classified? JT9gtreamof prnipct• Class C rogsial lca Has a pesonarchaeological survey been carried out for the tract? Yes If so, by whom? NCDOT archaeologist and architectural historian 4/89 1000N — Ad00 1000N - 'AdOD 5 'UPLAND DEVELOPMENT Complete this section if the project includes any land development. a.. Type and number of buildings, facilities, or stntcturesproposed N/A b. Number of lots or parcels N/A c. Density (Give the number of residential units and the units per acre.) d. Size of area to be graded or dismrbi d e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? f. Give the percentage of the tract within 75 feet of mean high water to be covered by impermeable surfaces, such as pavement, buildings, rooftops. 11/A g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. Asphalt and Concrete It. If applicable, has a stormwater management plan been submitted to the Division of Environmental Management? i. Describe proposed sewage disposal and/or waste water treatment facilities. N/A j. Have these facilities received state or local approval? k. Describe existing treatment facilities. I. Describe location and type of discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down"). Surface Runoff m. Water supply source N/A n. If the project is oceanfront development, describe the steps that will be taken to maintain established public beach accessways or provide new access. N/A o. If the project is on the oceanfront, what will be the elevation above mean sea level of the first habitable. flo0t? VA 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed, excavation or fill activities (excluding bulkheads, which are coveted in Section 7). Length . Width Depth Access channel' (MI.W) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) FfllPmcedmSite I wetland or below MHW Site II Upland fill areas b. Amount of material to be excavated from below water level in cubic yards 200 (Site I 1) c. Type of material Sand, Silt d. Does the area to be excavated include marshland, swamps, or other wetlands? e. High ground excavation, in cubic yards 4/89 1000N — Ad00 1000N — Ad00 Dimensions of spoil disposal area g. Location of spoil disposal area Upland Waste IL Do you claim title to the disposal area? N/A If not, attach a letter granting permission from the owner. i. Will a disposal area be available for future maintenance? N/A ]fso. where? N/A j. Does the disposal area include any maishland. swamps, or water arm? lc Will the fill material be placed below mean high water? Site TT: yes Site I: no 1. Amount of fill in cubic yards Site I I : 450 c y_ in. Type of fill material Farth hackfill rr. Source of fill material Suitable borrow o. Will fill material be placed on marsh orother wetlands? Yes p. Dimensions of the wetland to be filled Site II 290' x 45.' q. How will excavated or fill material be kept on site and erosion controlled? Standard NCDOT Procion and sedimentation control measures r. What type of construction equipment will be used (for example, dmgiine, backhoe, or hydraulic dredge)? Backhoe, bulldozer s. Will wetlands be crossed in transporting equipment to project site? _ If yes, explain steps that will be taken to lessen environmental impacts. 7 SHORELINE STABILIZATION a. Length of bulkhead or riprap N/A b. Ave -age distance waterward of mean high water or nomraiwater level N/A c. Shoreline erosionderirrg pr--crding L months, in d. Type of bulkhead material N/A e. -Amount of fill, in cubic yards, to be placed below meanhighwater N/A f. Type of fill material N/A 8 ADDITIONAL INFORMATION In addition to the completed application form, the follow- ing items must be submitted: A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected property. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project An accurate work plat (including plan view and cross sectional drawings) drawn to scale in black ink on an 8 1/2 x 11 white paper. (Refer to Coastal Resources Commission Rule 710203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue -line prints or other larger plats are acceptable only if 18 high quality copies are provided by applicant (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be.sufficientiy detailed to guide agency personnel unfamiliar with the area to the site. Include county mad (SR) numbers, landmarks, and the like. A stormwater management plan, if applicable, that may have been developed in consultation with the Division of Environmental Management A list of the names and complete addresses of the adjacent waterfront(riparian)landowners. These individuals have 30 days in which to submit comments on the proposed project to the Division of Coastal Management and should be advised by the applicantof that opportunity. 100014--Ad00 1000N- Ad00 Name _ Address 9 CERTIFICATION AND PERMISSION TO ENTER ON LAND Name Address Name Address A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates. A check for $100 made payable to the Department of Natural Resources and Community Development to cover the costs of processing the application. A signed AEC hazard notice for projects in oceanfront and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public fonds, attach a state- ment documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). Any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. i certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's ap- proved Coastal Management Program and will be con- ducted in a manner consistent with such program. I further certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of Projcet. This is a day of 19�. X Landowner o Authorized agent SITE SUMMARY FILL BELOW I TOTAL FILL . O_H.W_ I (RUNYAN CREEK) 0_0 C_Y. 0.0 C_Y. II (BROAD CREEK) 450 C.Y. 1150 C_Y_ TOTAL 450 C_Y_ 1150 C_Y. AREA OF FILL IN WETLANDS O_O AC_ 0_3 AC_ 0.3 AC_ !c on / I3 I L f a° 3 11 a 1 Brace 3 e 4 26/ 5 i.c 3'_ Bell Artfiur r]9, 13 1 '� MA P, 7 Im �r POhera"m Beer Gels' Wilma, mesrine •"/ s 3 WASHINGTON .`-:n`;o:-�-b: n. cv aq i rnerv,LeA,'T Y R R E -LI Hinson/P ,° J2 45 dren L,dr ^ JI l Gum N �/ I5 ENr) Lek I. JOLTnv S1T- Pcm T,,,a ^ 3 LeechvilT Ceta , r.] �irocne_ s Eshingon 32 264 p 3 y \In faI held _`.^Lokv l J Yealesville IOBeIn f HaUemusAer B EfA as4> 92�e Bon Ta f Wiwi l 1 Bavfew [ 3 % T? IJ Hew Holland flensamvif ��77�� Gull If I` ' rau �R �V$an Ouarle3 /Ponl ([vvr n PamcOL li1 rfl L rl Bon. e,I.nl .h rl .v lr r. Csossioad 3 ,0 5 / /P[ WllUllrf PffULf I I lounl reek /` aWll h. \- Etlwwa,d J : '•'"' Gee4 IeLii.. i`t '` SCALE of MILES ���2 3, 3 HobA SCALE Of KILOMETERS �_ ,]TA kin -1—Nol lle Neu, 3 '. .�' o� / \ Am W.R. V I _ 14SITE1 END31 Tr,a PROJECT WAS HI RQT011 j roe. A.ne • hs \ LB � �; 7 ! D pl Cm e d P, h o ao WASHINGTO .e —110' 3A1p T [ ry[� PAR IAI 'T'p�r E,°m .e ].o 32 JUL CNNOCON'INT' N,yl L���1VVV f�T Caro ' Fmderd c Y �. 1']]51•.�f( >� ... l 1 ". 5CALE \ - J N.C. DEPT. OF TRANSPORTATION VICINITY DIVISION OF HIGHWAYS BEAUFORT COUNTY PROJECT 9.8024837 R-,2021 MAPS FILL IN WETLANDS ON US 264 SHEET I OF 6 SEPT 1990 woubs - �. z r i M _ i mnepp" i.oaM AD wHwCu ragcg� / �di N O C7 LT7 H I,-m:mPC ro o a ,. w• Ci-+H rM OD �Aj Q ZI S%N. SEWER i C rm o O z O 'll o z w m n7 ► a?: 'T! K �,n H o b., �,�II �IlQ ili '[,f �I}�I W Zr V\�` •,\\�Viil,)'l�`I!•�, Ilii'I�i��Q��'ti+'I��''III� IN m H O �1 m HI' Al\\ v�V bEMCUTES VILLBELOW 0AW x i H n 1�1 VM o. z A ���� `\ bLNOTEs FILL- IWWEILANDS® oar' 43 ' o 25' 50' SCALE: PLAN S17E_T m 1 tawM10 f x z z z z l m + O O t-1 O "0 4 (] �I HOO[r] t7 •' 6 Cs7 m f] r+ t'JH[vC0 GUO U m H m z y, to ro w • C H H Z CO K] O' C2mo0 z O o z N 'A ' . lzJ roK�.nyo O in m - hi -3 z, 3n0 x>,' gr) C H z air ztn eink K�o toEn tD, ti] K H H O z H h` tilto � 0 C7 o z LD N ' o co I-, ym �8 D PROP. ROAD GRADE NG -ass_ _ ---- 21" SAN. SEWER t. D. A.= 10.7 sck. M I., Av,f, DAILY FLOW = 12 G.F.S. IF--L-US?US Z64 5TA. 7D+.41.5 a- 6q 70+00 3(99-5', VV CORED SLAB 72 BRIDGE 5K'EW 1 200 PROFILE SITE I /0 — a- — ss .. NORMAL W.S• FLa O.I DENOTES PILL BELOW O.N.W. DENOTES FILL. IN WETLAN05 - •. 0 2550' HowzoNTAL- SC -ALE: VLk F ILAL' SCALL' A IC3 ARCK A. `5111�2 HARDING 1 b' I o'er" i - / IVIA T. JENNETTE )JR. / �o s ni.7�F s7/ G/0.7�/%.'�i�gv'� 11�+l V V V m > ro C a o wC7G C] C7 �I�xe m�ro r-n o a a mna,co xxo^Izo oaz"oro xJ IZTI m a T1 ar"�x> =ern >x z?ro .xe> Aso t!� C) y �> Z � w 0 C Hm7mme Hems CLAREACE M. 14ARDING N4 O Woods �I DENOTE-.; FILL BELOW O.P.W. DENOTES FILL IN WETLANDS PLAN VIEW SITE = 0 25' 50 SCALE_ 11�+l V V V m > ro C a o wC7G C] C7 �I�xe m�ro r-n o a a mna,co xxo^Izo oaz"oro xJ IZTI m a T1 ar"�x> =ern >x z?ro .xe> Aso t!� C) y �> Z � w 0 C Hm7mme Hems CLAREACE M. 14ARDING N4 O Woods �I DENOTE-.; FILL BELOW O.P.W. DENOTES FILL IN WETLANDS PLAN VIEW SITE = 0 25' 50 SCALE_ EnW�droO xzzz z m000 rn a +v o a C7 O C�1 C7 U7 C] l7 Ic�rnatd�Ctl "'rnd�oa�� tT1("10 xmo nzo oaz�z0� �zz�a-11a I�cr�o�z„ a o o L43 ax zx^j za ago En M � -"� H M:mm TAa b� •oz 0 O N O ~ 21R+5o 220+00 221+00 222+00 PROP. ROADWAY G-PACE WATER SuRFAE EXISTING EED PROPOSED CHANNEL CHANGE PROFILE S ITE TF - 20 012'x9' PC2c ELEV. UP5TPEAM--4.2' D A. = 25 sca.IV11. Ams DAILYI-LnW = 28C.F.S. HORIZONTAL SCALE VERTICAL SCALE 025'____� 50 0 5, 10, 20 PROR'OSED CHANNEL CHANGE BPOAD CAUK YRIS. No, i 0— imwxroro z' r000 -Tatul7 m rAn .— O VI C1 tmv H Vm1 yro �'Md ;nE]a No '), 0-3Z, ?70 I 's7 Z cro -z ]a a to > zxro rj) < H #� rnT ' -i o " O a z i m N 1 0 ~ .sl GUANrITIFS I"iLLBELow O.H.W. Y50 CY -TOTAL FILL '115Q-CY A PEA OF FILL IN WETLANDS n.3 AC DENOTES FLLBELOW O.H.W. SECTION B-B r STA. 221#00-L- ELEV. 16.2 EX15TING — — — — — — — PNOP05ED 0 IiORIZOAITAL SCALE: � 0o VERTICAL Scnc6 MI _R METER I r0 P.. r • H 1 '• TIE TO. — EXISTING PAVEMENT Ss a" •rude bN3 •77.70• I • • .- . ILL SLV• 1 /•V i2100 _ •- ��jj PROP.4-6•45• DI RJ BENDS 165'-6-DI RESTRAINED JOINT FORCE MAIN SEWER PIPE. s CLASS 50. 750x W P ./ \ �• r.%Ej ROTATE SENDS TO ACMEVE ` PROPIFLVEALI:K AUGI EM t, ETTL R j _ Ln 1: f • , DE Taro SEr q g' i 0 p[OP. EL: 6" SfONE lEAVE9 :jV-EJ::p CK:.E sass rx 1 1. :ems x 9 .1,� x GRA 1:AGj CL•ML PROP. 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MARpNG air i R 1R :, / a a s T r e ¢ i }h DE M 1E4 A.1 HARDNG HENS ARTMUR A I la fiK qr •1 - r eJ'. �•.�. LAW ERCNC06 E It � r .,y. I S•.la s ru: �ErlU Yl1�( 1 ) �r/J', :DEAR fS 11 smb Q 12 /. 21,1 R•.r.rawrwnt aaw TYPE"2•• CLASS t'C" .. .. �,Ilwrte..w vAr+ (BEDDE'dG FOR PV.C. PIPE �\`4 BEDDING FOR 0.1. Po ) ,%/r � A Mwtwt• tat \�1 ,``��/`j EC O °1 . / LS \ • .:cr 6 siDl4"'s• N IO TON4 N BOsr r:Be• �uir:�l • \ R �Y. T'Nw, ' PI / 03•So I L A'kAlg EA-5 •W,r 1 p1 /i 7 3 CLARENrE M.eH HAIM •,. A . RCEX ' M TEO.PC Ul c raVEp SHOULDER ,fy" Z=ae_ _ Jwc - 6ASE LAY. 01%14 RWERT O. CCOLET Dr 1TT.PC Ol P.tJI-SUK Ur r ' r F` v.tii H DI RJ BENDS AIMED JOINT -'-•• - \ �� - S 5O 350'wP y�. - 1 . TO ACHtVE 3'1'\tIJ •.-•ELARGYE M NlRDE1G AMP v[VIH MORTN CAfl OLINA ''i; Ar roP Or Pn& DEPARTMENT 0 TRANSPORTATION C