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HomeMy WebLinkAboutNCDOT_128-92_Pamlico SoundPermit Class NEW J Issued Permit Number 128792 STATE OF-NORTELCAROLINA Department of Environm&W,`H6alth & Natural Resources and � Coastal Resources Commission 7 tssz edit ^ II u�' r, for: t�zsv; _ Major Development in an AreapiFavaotimental Concern .................�___.... putsuanttoNCGS 113A-118 —L Excavation and/or filling pursuant to NCGS 113-229 in the permittee's application This permit, issued on November 24, 1992 . 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. Excavation and Filling 1) The temporary placement or double -handling of excavated or fill material within waters or vegetated wetlands is not authorized. 2) No excavated or fill material will be placed in surrounding waters outside of the alignment of the fill area indicated on the workplan drawings. 3) A silt screen will be placed immediately upstream and downstream of the project site prior to any excavation and not removed until 24 hours after the completion of all excavation. 4) A permanent ground cover sufficient to restrain erosion will be provided on all exposed areas within the shorter of 30 working or 120 calendar (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 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 tiger MSc Director ivision of Coastal Management This permit and its conditions ate hereby accepted. Signature of lsermittee APPLICATION TRANSMITTAL/PROCESSING RECORD �l 3r, A) Applicant: - N.C. Department of Transportation County: Hyde County Location of Project: Bridge #11 on SR 1111 crossing a manmade canal Date Application Received Complete by Field: 14 September 1992 Field Recommendation: Attached X To be Forwarded Consistency Determination: Attached To be Forwarded X Field Representative: David Moye District Office: Washington District Manager Review: B) Date Application Received in Raleigh: Fee Rec'd: Public Notice Rec'd: End off -Notice Date: Adj. Rip. Prop Notices Rec'd: Deed Rec'd: Application Assigned to: on C) 75 Day Deadline: 150 Day Deadline: Mail Out Date: State Due Date: Federal Due Date: Fed. Comments Rec'd on Permit Final Action: Issue Deny Draft on D) AGENCY DATE COMMENTS RETURNED OBJECTIONS YES NO NOTES Coastal Management District Office Division of Comm. Assistance Land Quality Section Div. of Env. Management State Property Office Div. of Archives & History Div. of Env. Health Div. of Highways Wildlife Resources Commission Div. of Water Resources -. Div. of Marine Fisheries ul TTRW CCT0102 /�% �r5o �►� U TO: David Hoye OM: John Crew DATE: 29 September 1992 SUBJECT: Bridge Replacement, SR 1111, Hyde County This proposal is to replace an existing 20' X 45' bridge with three (3) 67" X 95" X 60' metal culverts. Coastal wetlands are involved. This proposal comes under the auspices of the May 1992 CRC Certified Hyde County Land Use Plan Update. The Plan offers the :ollowing guidance on projects of this nature: Page IV-13 Policy on commitment to State and Federal Programs: Commitment to State and Federal Programs: Hyde County is receptive to all state and federal programs which provide improvements to the county. The county will continue to fully support such programs, especially the following: the North Carolina Department of Transportation road and bridge improvement programs, The CAMA planning process and permitting programs, and the Community Development Block Grant program. However, the county objects to 404 wetland regulations and the designation of outstanding resource waters within the county. Page I-43 includes a discussion and acknowledgment that coastal wetlands exist throughout the County. The coastal wetlands portion of this proposal meets the County's definition of the Conservation Land Classification as found on Page V-2: CLASSIFICATION Coastal Wetlands: This classification includes all areas of coastal wetlands which include any salt marsh or other marsh subject to regular or occasional flooding by tides, including wind tides. However, tidal flooding is understood not to include hurricane or tropical storm tides. All uses allowed by 15A NCAC 7H shall be permitted. The non -wetland portion of this proposal appears to be in the Rural Land Class. Language or Page V-2 concerning the rural class includes "The predominant land uses are agricultural and residential. However, public facilities, health care facilities, on site water and sewer systems, hazardous or noxious uses, industrial and commercial uses are allowed." I believe this proposal is consistent with county policy and the Rural Land Class. If the proposal meets 7H standards for coastal wetlands, my opinion is it would be consistent with the Conservation Land Classification. cc: John Parker State of North Carolina Department of Environment, Health, and Natural Resources Division of Coastal Management 1424 Carolina Avenue • Washington, North Carolina 27889 James G. Martin, Governor William W. Cobey, Jr„ Secretary 22 September 1992 N.C. Department of Transportation Mr. S.J. O'Quinn, P.E. Post Office Box 25201 Raleigh, North Carolina 27611 Dear Mr. O'Quinn: Roger N. Schecter Director The Division of Coastal Management hereby acknowledges receipt of your application for state approval for development of your property located on SR 1111 at Bridge No. 11 crossing a manmade canal adjacent Pamlico Sound. It was received on 14 September 1992 and appears to be adequate for processing at this time. The projected deadline for making a decision is 28 November 1992. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will also serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. Should there be any questions on this procedural change, do not hesitate to contact me. N.C.G.S. 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made and if additional information is required, you will be contacted by the appropriate state or federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies. DwM/pp Enclosure Sincerely, ©u. �y� Field Representative Box 1507 • Washington, North Carolina 27889 • Telephone 919-94&6481 An Equal Opportunity ARirmaWe Action Employer _ - DIVISION OF COASTAL MANAGEMENT --- - FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME North Carolina Department of Transportation 2... LOCATION OF PROJECT SITE HYde.County on SR Jill at Bridge No. 11 crossing a manmade canal adjacent Famlic. Sound. PHOTO INDX: 1989. N/A 1984: N/A - STATE PLANE COORDINATES: X: 2,879,900 Y: 639,800 Middletown Guad (upper right corner) 3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 15 September 92 16 June 92 (B) WAS APPLICANT PRESENT No Yes S. PROCESSING PROCEDURE: APPLICATION RECEIVED 14 September 1992 OFFICE Washington 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN H LAND CLASSIFICATION FROM (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X COASTAL WETLANDS X PUBLIC TRUST WATERS X ESTUARINE WATERS X OTHER (C) WATER DEPENDENT: YES X NO (D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL (E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A PLANNED N/A e (F) TYPE OF STRUCTURES: EXISTING Bridge PLANNED Replace bridge with 3 - Y Y _ 0' long metal culverts.. (G) ESTIMATED ANNUAL RATE OF EROSION 0 SOURCE Applicant 7. HABITAT DESCRIPTION: AREA (A) VEGETATED WETLANDS DREDGED FILLED OTHER Coastal wetlands 1780 ft2 ±780 ft2 (B) NON -VEGETATED WETLANDS: Canal bottom +3,900 ft2 �,900 ft2 (C) OTHER: Higharound ±4,550 ft2 (D) TOTAL AREA DISTURBED: ±10 010 ft2 (E) PRIMARY NURSERY AREA: YES NO x_ (F) WATER CLASSIFICATION: S/A OPEN: YES X NO ;=etlands 8. PROJECT SUMMARY: The applicant proposes to replace and existing bridge with three —. *nl'rnlvcni-.e- ThP Pvici'.inn right nnLle turn onto the hridee will be convertEd to a Project Setting N.C. Department of Transportation (NC DOT) proposed bridge replacement site is located on SR 1111 at Bridge No. 11 on a manmade canal adjacent the Pamlico Sound in Hyde County, North Carolina. At the bridge site the dirt road makes a sharp turn and the road leading southeast runs adjacent the canal bank. The canal is approximately 30 feet wide and bordered on both sides by a fringe of coastal wetlands averaging 3 feet wide. The coastal wetlands are predominately Distichlis spicata backed by Spartina patens. The canal banks are vegetated with upland grasses and herbaceous shrubs. The adjacent land is agriculture fields and two agricultural drainage ditches with flap gates connect into the canal, one immediately above and one below the existing bridge. An existing road ditch also connects into the canal at the downstream agricultural ditch connection point. The canal itself has a heavy concentration of widgeon grass. The site is approximately 5' above the mean sea level. The manmade canal connects into Pamlico Sound which is classified as SA by the Environmental Management Commission. Project description NC DOT proposes to replace an existing 20' x 45' bridge with three 67" x 95" x 60' long metal culverts. At present the road makes a sharp turn at the bridge and in an effort to produce a less radical turn a realignment of the road and canal is proposed. The proposed curve will result in the canal being shifted northeast approximately 301. The shifting of the canal will result in the excavation of approximately 4,550 square feet of high ground of which approximately 3,900 square feet will be below the normal water line. The proposed move will also result in the excavation of approximately 780 square feet of coastal marsh and the filling of approximately 780 square feet of coastal marsh as well as the filling of approximately 3,900 square feet of existing canal bottom. NC DOT proposes to recreate the existing canal including the fringe wetland areas. Anticipated impacts The project as proposed will result in the filling of approximately 3,900 square feet of canal bottom as well as the creation of approximately 3,900 square feet of canal bottom. Approximately 780 square feet of fringe coastal wetland will be excavated and approximately 780 square feet of fringe coastal marsh will be filled. Localized turbidity would occur as a result of the excavating and filling activities. The project as proposed would result in the lateral movement of and recreation of an existing manmade canal including the adjacent fringe wetland areas. David W. Moye - Washington Office - 17 September 1992 N.C. Department of Transportation Hyde County CONDITIONS 1. The temporary placement or double handling of excavated or fill materials within waters or vegetated wetlands is not authorized. 2. No excavated or fill material will.be placed at anytime in any marsh or surrounding waters outside of the alignment of the fill area indicated on - the work plat(s). 3. In order to protect water quality, runoff from the construction area must not visibly increase the amount of suspended sediments in adjacent waters. 4. X silt screen will be placed immediately upstream and downstream of the project site prior to any excavation and not removed until 24 hours after the completion of all excavation. David W. Hoye - Washington Office - 17 September 1992 ,� a JAMES G. MARTIN GOVERNOR THOMAS J. HARRELSON SECRETARY STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201 RALEIGH 27611-5201 September 8, 1992 David W. Moye Field Representative N.C. Department of Environment, Health, and Natural Resources Division of Coastal Management 1424 Carolina Avenue Washington, NC 27889 DIVISION OF HIGHWAYS WILLIAM G. MARLEY, JR., P.E. STATE HIGHWAY ADMINISTRATOR SUBJECT: Hyde County, Replacement of Bridge 11 on SR 1111. Dear Mr. Moye: This letter is in reference to your June 25, 1992 correspondence regarding NCDOT's permit application package, submitted June 18, 1992, for the subject project. In your letter, you requested revisions to or additional information on several items included in the permit application. The North Carolina Department of Transportation offers the following comments on each of the listed items: 4.c You requested that we check the elevation of the area. A site elevation of ± 5' was obtained from a USGS quad map. This equals an assumed project datum on the plats of ±12'. 4.g As per your instructions, this item has been changed to "rural". 6.a An average depth value has been added to the canal excavation line. 6.b The values used to determine volume are: length = 260' width = 30' (avg) depth = 1.4' An Equal Opportunity/Affirmative Action Employer i (r . Please note that the volume estimations were done using the following formula. - Volume = area x depth 27 The area calculations were made based on the assumption that the areas to be filled or excavated were roughly in a triangular shape. Therefore the area was calculated using the formula; area = (base x height)=2 Volumes were then determined based on the following calculation; [(base x height)=2) x depth 27 The division by 27 is necessary to convert the values to cubic yards. 6.e The values used to determine volume are: length = 260' width = 35' (avg) depth = 1.6' This represents the portion of the new canal excavation above the ordinary high water elevation. 6.1 The values used to determine volume are: length = 260' width = 30' (avg) depth = 1.85' (avg) 6.p As per your request, this value has been changed from 6' to 3'. 7.a,b,d All of these items referred to the placement of a headwall in association with the pipes. Upon further review of this project, NCDOT is deleting the headwall from the project design. This will necessitate the use of slightly longer pipes in the design, yet the excavation and fill quantities will not change appreciably. NCDOT hopes that you find the above mentioned information satisfactory to begin processing of this application. If you have any additional questions, or Ii a require clarification of any of these points, please contact Mr. Doug Huggett at (919) 733-9770. Sincerel� ((((��� B. . O' uinn PE _. As 's nt anch Manager Planning and Environmental Branch cc:,,Mr. John Parker, DCM Mr. A.L. Hankins, PE, Hydraulics Mr. Jim Lee, PE, Bridge Maintenance Unit Mr. C.O. White, PE, Division 1 Engineer STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION -.=_- _ - P.O. BOX 25201 RALEIGH 27611-5201 JAMES G. MARTIN DIVISION OF HIGHWAYS GOVERNOR - THOMAS J. HARRELSON June 18, 1992 WILLIAM G. MARLEY, JR.. P.E. SECRETARY STATE HIGHWAY ADMINISTRATOR Office of Coastal Management Department of Environment, Health 'and Natural Resources P.O. Box 27687 Raleigh, North Carolina 27611 ATTENTION: Mr. John Parker Dear Sir: SUBJECT: Hyde County, Proposed Replacement of Bridge 11 on SR 1111, State Project No. 5.0851. The North Carolina Department of Transportation proposes to replace bridge 11 over a drainage canal on SR 1111 in Hyde County. The proposed action will involve a slight realignment and replacement of the present bridge with three (3) 95" x 67" corrugated steel pipe arches. The dirt road on either side of the bridge will also be paved, resulting in two 10' vehicle lanes, with 6 foot unpaved shoulders on either side of the roadway. The present bridge crossing of the drainage canal involves a sharply angled turn. In order to facilitate a safer crossing of the drainage canal, the canal crossing will be realigned slightly, a portion of the existing canal will be filled, and a new section of canal excavated from adjacent high ground (see permit sheet 2 of 4). The construction of the new canal is required to allow the 10' ditch (shown on sheet 2 of 4) to connect to the main drainage canal. The proposed activity will lead to a loss of approximately 0.03 acres of coastal wetland and 0.14 acres of surface waters occurring within the drainage canal. A dense widgeon grass bed exists within the existing drainage canal. To compensate for impacts to the coastal wetlands and widgeon grass habitat, the realigned canal will be graded to the same elevation and side slopes as those of the existing canal. It is expected that coastal wetland and widgeon grass habitat will re-establish itself through natural vegetation in the new canal. NCDOT is requesting that the proposed work be authorized under the appropriate Coastal Area Management Act (CAMA) permit. Best management practices will be implemented to attempt to minimize the amount of wetlands impacted. As was requested by Division of Coastal Management personnel, double silt fences will be placed in the drainage canal both above and below the construction site. By copy of this letter, we are also requesting issuance of a 401 Water Quality Certification from the N.C. Division of Environmental Management and a Section 404 Permit from the Army Corps of Engineers. A processing fee of $250 will be forwarded to your office within the next week. If we may be of further assistance, please contact Doug Huggett at (919) 733-9770. Sincere V Branch Manager Planning and Environmental Branch cc:�Mr. Terry Moore, DCM Washington District Engineer, COE Mr. John Dorney, DEM, DEHNR (7 copies) Mr. Don Morton, P.E., Highway Design Branch Mr. A.L. Hankins, P.E., Hydraulics Mr. John Smith, P.E., Structure Design Mr. W.D. Johnson, Roadside Environmental Mr. C.O. White, P.E., Division 1 Engineer Mr. Jimmy Lee, P.E., Bridge Maintenance Unit Please type or print. Carefully describe all anticipated development activities, including construction, excava- tion, filling, paving, land clearing, and stormwater con- trol. If the requested information is not relevant to your project, write N/A (not applicable). Items 1-4 and 8-9 must be completed for all projects. 1 APPLICANT a. Name-NCDOT ATTN: B.J. O'Quinn, P.E. Address P.O. Box 25201 City Raleigh State N.C. Zip 27611 Dayphone(919) 733-9770 x Landowner or Authorized agent b. Project name (if any) Bridge 11, Sli 1111 y e ounty c. If the applicant is not the landowner, also give the owner's name and address. 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number SR 1111 b. City, town, community, or landmark Middletown 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 c. Will the project be for community, private, or commercial use? Community d. Describe the planned use of the project. Public Transportatinn 4 LAND AND WATER CHARACTERISTICS a. Size of entire tract N/A b. Size of individuallot(s) N/A y c. Elevation of tract above mean sea level or National Geodetic Vertical Datum Natural Ground El. -'/- 5' from USGS quad maps. Equals + - 121 on project datum on plats. d. Soil type(s) and texture(s) of tract Sandy Loam/Organic Muck e. Vegetation on tract Widgeon grass. coastal Wetlands and!Orasses f. c. County Hyde g, d. Is proposed work within city limits or planning jurisdiction? No e. Name of body of water nearest project Pamlico Sound 3 DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Replace deterioating bridge with pipes Man-made features now ontractBridge, unpaved road drainage canal What is the CAMA Land Use Plan Classification of the site? (Consult the local land use plan.) Conservation Transitional Developed Community X_ Rural Other h. How is the tract zoned by local government? N/A i. How are adjacent waters classified? S/A j. Hasa professional archaeological survey been carried out for the tract? no If so, by whom? 3/91 1 5 UPLAND DEVELOPMENT Complete this section if the project includes any land development a. Type and number of buildings, facilities, or structuresproposed 1 culvert crossing, Paved 20' wide roadway b. Number of lots or parcels N/A c. Densfty (Give the number of residential units and the units per acre.) N / A d. Size of area to be graded or disturbed 260' S0' (svS 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? N/A 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. Approx. 19% g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. Asohalt IL If applicable, has a stormwater management plan been submitted to the Division of Environmental Management?_ N/A L Describe proposed sewage disposal and/or waste water treatment facilities. N/A in. Watersupply 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 flood! N/A 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excavation or fill activities (excluding bulkheads, which are covered in Section 7). Canal Excavation �ei:ess�iteh$til: (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW j. Have these facilities received state or local approval? Upland fill kiln areas k. Describe existing treatment facilities. 1. Describe location and type of discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down"). Surface Runoff Length- Width Depth b. Amount of material to be excavated from below water level in cubic yards 200 C. Y. c. Type of material_ Sand. Muck d. Does the area to be excavated include marshland, swamps, or other wetlands? e. High ground excavation, in cubic yards 270 C.Y. 2 3/91 f. Dimensions of spoil posal area Approved uplanddissite g. Location of spoil disposal area Yet to be determined It. Do you claim title to the disposal area? If not, attach a letter granting permission from the owner.Site yet to be determined c. Shoreline erosion during preceding 12 months, in feet N/A d. Type of bulkhead material N/A e. Amount of fill, in cubic ,ands, to be placed below mean high water / f. Type of fill material N/A i. Willa disposal area be available for future maintenance? vet to be determined If so, where? 8 ADDITIONAL INFORMATION j. Does the disposal area include any marshland, swamps, or water areas? k. Will the fill material be placed below mean high water? Yes L Amount of fill in cubic yards 270 C. Y. m. Type of fill material Suitable borrow pit n. Source of fill material Local borrow pit 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. o. Will fill material be placed on marsh or other wetlands? Yes An accurate work plat (including plan view and cross sectional drawings) drawn to scale in black ink on an 8 D. of wetland to be filled } 1/2 x 11 white paper. (Refer to Coastal Resources 26001Dimensions3' ave g Commission Rule 71.0203 for a detailed description.) q. How will excavated or fill material be kept on site and erosion controlled? . Please note that original drawings are preferred and Stringent erosion control measures. MeasurEply high quality copies will be accepted. Blue -line to include double silt fences above and prints or otherlarger plats are acceptable bnly if 18 high below the construction site in drainage cand$ AMY copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part (for exampple, dragline, backhoe, or hydraulic dredge)? Dragline, backhoe, dumptruck of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include county road (SR) numbers, landmarks, and s. Will wetlands be crossed in transporting equipment the like. to project site? no If yes, explain steps that will be taken to lessen environmental impacts. 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 7 SHORELINE STABILIZATION on the proposed project to the Division of Coastal Management and should be advised by the applicant of a. Length of bulkhead or riprap N/A that opportunity. b. Average distance waterward of mean high water or normal water level N i a 3/91 Name - - Address Name Address SEE SHEET 4 OF 4 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 $250 made payable to the Department of Environment, Health, and Natural Resources 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 prdject involves the expenditure of public funds, attach a state- ment documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMISSION TO ENTER ON LAND 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 project. This is the 19� 4 3/91 S K E E T ` TO O ! ri 1 ,.O M 1 I 5J 2m re WYESOCKINO O BAY ..- GIIIl AOQ GAM[ EAl SW! 0 W T A1M JW SCALE! FOR @&/NOFIAHM ilinfanr/u -��- 1'-YI_yr5 1 20 39 SULLPROX 13 [OP YR[S OM[ORaW rFRIS APPROI 1]YILFS-'- SGEErYROOYETEAS OMF IrUI[WRlS RPPIRIR. 2I RR.OYEIpIS •\nr. 0 10 20 ]0 l0 eR 1 MILE IS EQUAL TO 1.601 R1l0YFTERS \M.ntb.r \IMlawr / %' \• dnt Euf, Pmele. nu. 99 • RS IIIIImnr SI L `n o \\ Je w a a Jt Chs I leatnrRlY p 1 2N 6 261 I .nrnlul C lu YeRIHnO' IOednur� . Innu. IarAele Lob It 1yisrw 2 S io 99 -�_ IS c... 0 R T LA m neeln..e `: 92 R1 I Smnten E LA h M r,w slbl yleelele.n 1 O e Fla". . S Reefnlle IW ' 1 [I �'�` ' C Remnn nslle II Re. Ndbne a rr�iIr J ar cat. me ..R `IS S.Rn .81fer Cull Rocs N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS HYDE COUNTY PROPOSED REPLACEMENT OF BRIDGE NO. 11 & CHANNEL CHANGE ON SR-1111 DATE FEBUARY, 1992 SHEET OF �} I 30 k. T �•- 4 DRAINAGE CANAL 4Q ',FARM PATH'�-• �.26+8 2ROpOSEU 36 eIPE �, 2` r a'.• - �' REMO`IE 36" Ii.C�p' SCALE: 1" = 50' ��_a' _ _ _TO' SR-1107— '�-'► 5' DITCH O 3 @ 95". X 67" CSPA 0 L • • • I• • I ' N. C. DEPT. OF TRANSPORTATION DIVISION OF IIIGIIWAYS HYDE COUNTY PROPOSED REPLACEMENT OF BRIDGE NO.11 b CHANNEL CHANGE ON SR•-1111 DATE FEBRUARY, 1992 SHEET 2 OF + PROFILE 1"= 60' HORZ. SCALE: 1"= 10' VERT. PROP. GRADE •� 10i O.H.W. EL.m 9. - - - BED 7t 00 STA. 25+05, 113 SKEW 3 B 95" X 67" C.S.P.A. I CH. GR. EL. 13.3 BED EL. 6.3 SCALE: 1"=20' IIORZ. _ / 1 10'• VERT. 1 WI STA. 26+06 N.G.—Y BED 60' LT_ �0 SECTION A ---A wa N ` NATURAL GROUND 12. — BED EL. 6.3 OR. 0.1% 2 D- I�� 33 2' ---rl f+ - 20 ' —►� 1of" SCALE: I"=20' IIORZ. / 1 10' VERT. DENOTES EXCAV_ RFIAW ..... InTmfl,] N. C. DEPT. OF TRANSPORTATION TOTAL FILL 1 4 Do c. Y DIVISION OF HIGHWAYS FILL BELOW O.H.W. _ Q'0 C• y IIYDE COUNTY AVG. DAILY FLOW = Ic.f.S.C/o PROPOSED REPLACEMENT OF BRIDGE EXCAV. BELOW O.H.W.='2400 C.Y. NO.11 & CHANNEL CHANGE ON SR-1111 FILL IN WETLANDS O.D9, Cti DATE. FE13RL'ARY, 1992 14 4c SHEET OF _ FILL IN SURFACE WATERS:-.- p, fY At► :1 SECTION B<--- ?D N.G. .W. EL.- 9.1 -M 3' BERM 60' RT. N M .25 '—N DENOTES FILL. BELOW O.H.W. 1 CHARLES MAN RT.# 1 ENGELHARD, N.C. 27824 2 HELEN SPENCER RT.# 1 ENGELHARD, N.C. ' 27824 3 INEZ SPENCER RT.# 1 ENGELHARD; N.C. } 27824 4 PRESTON MOONEY RT.#1 ENGELHARD, N.C. 27824 5 BENJAMIN FRANK & IRENE SADLER RT.# 1 SWAN QUARTER. N.C. 27885 %P 067 -765 015 Receipt for Certified Mail No Insurance Coverage Provided Do not use for International Mail (See Reverse) sell lo, A i A/ CendnN Fee- Speo:d Delivery Feu Rawocled Delmny Fee a Relent Heceipl Snoueng A to Wlmm & Data Ddlivnmd as Retract R4ceipt Showieg to Whean. C Data. and Addlessee's Address 3 TOTAL Povaye 7 & Fees Postmark of Dale D h E a- P 067 765 015 m m J O O ID (M E 0 U. IL P 067 765 014 _ Receipt for Certified Mail No Insurance Coverage Provided Do not use for International Mail (Sea Reverse) Sunni I" - n 1 _.. m . M... Celhlmd 1. spee+a o,: we y Fee aLsn.wd DO.L.y FLL -- m Return Reccryt Sllmvmg pt to Weoin & DLIe Delivmed Heew Rucuryl showing to w C Dale, and Address. s Add —I TOTAL Postage O& Fees 1 O Pest mark OI D31L• 00 E 0 I a $ E P 067 765 014 P 067 765 013 Receipt for Certified Mail No Insurance Coverage Provided : Do not use for International Mail (See Reverse) sum Sir,. ' i J pf r P.O_Swe an ZIPCm are Postage $ Ccnil.eo Feu soeeen Wlvely For ReSeekJ Dehvury Ir:e Hene" Paaeryl sle,wnlg to Wnon. & Dam Delmencd Remle slmwn.,l In whet Dale, arei Adtllu ve's Adkhuss TOTAL Poaljgv $ & Fees Postmark of Dale I a ' I :• r r r r F_. pYSy • $ r t s• fi m O O to L) LL N a P 067 765 012 Receipt for -- Certified Mail No Insurance Coverage Provided Do not use for International Mail (See Reverse) Sonllo__ I A Postage Is I Cclihcd Fee Rustlicled Delwury Fee al Rani.. Recelpr Shower J _ do to Wllom & Dam WLvcled of Barren rlucnipl Sltumng to War e Date, and Addressee s Address J � TOTAL Postage O & Fees O Postmark or Date DO M E `o LL — to a P 067 765 012 P 067 765 011 Receipt for Certified Mail No Insurance Coverage Provided Do not use for International Mail (See Reverse) se„r Ip SI i Nu ,ud P.0 •yam ZIP we l •T PLYIay $ Ce,tihed Feu Special Dehvety rue Restricted Deavety Fee Ileum Hec,.Pt See.., es Waom & Dale Delivered Relent Receipt showing to Woom. Data and Addlusseas Adwess TOTAL Postage Is Fecs Is Postmark or Date F . sr: s is