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HomeMy WebLinkAbout19970393 Ver 1_Complete File_19970429State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. Franklin Vick N.C. Dept. of Transportation Planning and Environmental Branch P.O. Box 25201 Raleigh, NC 27611-5201 Dear Mr. Vick: [D E_= F1 June 24, 1997 Dare County WQC 401 Project #970393 You have our approval, in accordance with the attached conditions, to dredge and 611800 square feet of waters for the purpose of replacing a bridge with a culvert at Sportsman Drive near Frisco, as you described in your application dated 5 May 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3112. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Washington Field Office Washington DWQ Regional Office Mr. John Domey Central Files John Parker; DCM S' erely, YeostonHoward, Jr. P 970393.1tr Division of Water Quality - Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper DEHNR Fax : 9199753716 Jun 19 '97 10:27 P.03/07 . DIVISION OF DWIRON)UMAL NABAG1H9RT CANA/OOS PBRKIT APPLICATION REVIEW ,.. H99- 17- WQ SUrERVISORs Kq. R WTZ:e? '' W riu+ID: cnmr1. O ICB ,TRA -? , COUNTY T-YR., 97 '>•"'; ?? s' • _Df11M'E: L, PERMIT NO . 440 .1 6T. - ~;; PRG TnPE: aPSBMIT TYk'B: CkRfCOE :COX ?DQI gCp'?7JtOpR}!/?gCDiAz ?iLlV / ???p? DATT& F?RpOI'tp?CDA. EiV1O : V?l RIVIRR AM :SUB BASIN 0! STREAM OR JACENT WATER BODY: 3•. • _ STREXM IDMIX #: - -?-- Op. WL TYPES .:` WL.: tDt$1' D: VL AC,R BST: ' C CT7: WL Semi 'IQN: K=ATION TYPE: *1T'IGA Tt011.* SIM RATING SEW. - TTAmm.:' c.A1zoH: ISSUE F DENY HOLD STG* WATER PLAN REQ'D: IF YES, DATE APPROVED: l ,?1 JWT DESCRIPTION: -t4 e "1WA= -CERT. 401 CERT- 'REWD; ' :'. •. ??" . 7f F,S„ TYPE . :.s-iAM; DISPOSAL 'TYPE' OF DISPOSAL PROPOSWI (EXISTING, PROPOSED, SEPTIC;TANK ETC.) TO BE PERMI'I'M BY: (DEN. DHS. COUNTY) k, R? DEM, IS SITE AVAII;ASLE AND PERMIT ;IS E•. SUANCE PROBABLE. AREA•OF FILLS WATER: WETLAND: IS, PYLL ELIMINATING A SIGNIFICANT USE? :.; JAG Ait U TO',BE DREDGED: IS1 DRWING ,ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF I9;; 5? 0h DISPOSAL ADEQUATELY ADDRESSED? <.::• : "?' AE: THE FOLLOWING ADEQUATELY ADDRESSED? 'S'EWAGE DISPOSAL: MARINA SERVICES: OXYGEN IN WIN: CLOSURE OF SHELLFISHING WATERS: CC: :WattO; Central Files; ECK Field Offices; ODE Washington Office :l ;i ;i . .• r DEHNR Fax : 9199753716 Jun 19 '9? 10:27 B (70lIl IDS?k''66Nb TI N • OR P$?IQT MTRIMOLNS: r P. 0407 AL. r 1 'i7 REPLY TO ATTENTION OF Regulatory Branch Action ID No. 199705465 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 May 5, 1997 Mr. John Dorney Division of Environmental Management North Carolina Department of Environment, Health, and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27607 Dear Mr. Dorney: ?9 Please reference the application of the North Carolina Department of Transportation (NCDOT) for Department of the Army (DA) authorization and a State Water Quality Certification to replace a bridge with a culvert on Sportsman Drive, over a man-made canal to the Pamlico Sound, in Frisco, Dare County, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act, and we have determined that a water quality certification is required under the provisions of Section 401 of the same law. A Department of the Army permit will not be granted until the certification has been obtained or waived. In accordance with our administrative regulations, in most cases, 60 days after receipt of a request for certification is a reasonable time for State action. Therefore, if you have not acted on the request, or asked for an extension of time, by July 4, 1997, the District Engineer will deem that waiver has occurred. -2- Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory Field Office, telephone (919) 975-1616, extension 23. Sincerely, rE2lw"" U RkL4 Raleigh Bland, P. W . S . Regulatory Project Manager Copies Furnished (without enclosure): Mr. John Parker Division of Coastal Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: North Carolina Department of Transportation 2. LOCATION OF PROJECT SITE: Second water crossing on Sportsman Drive, Sportsman Subdivision, Frisco, Dare County. Photo Index - 1995: 172-1761 O 6 1989: 5-199 3 L 6 1984: 145-388 R 12 State Plane Coordinates - X: 3009 625 Y: 561 625 3. INVESTIGATION TYPE: CAMA/D&F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/10/97 Was Applicant Present - No V A 5. PROCESSING PROCEDURE: Application Received - April 3, 1997 62 ? Office - Elizabeth City ?9 sy 6. SITE DESCRIPTION: (A) Local Land Use Plan - Dare County Land Classification From LUP - Conservation (B) AEC(s) Involved: Public Trust, Estuarine Shoreline, Estuarine Wate r, and Coastal Wetlands (C) Water Dependent: Yes (D) Intended Use: Public (E) Wastewater Treatment: Existing- N/A Planned - N/A (F) Type of Structures: Existing - Bridge Planned -Culvert (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED OTHER (A) Vegetated Wetlands Coastal 100 sq. ft. (B) Non-Vegetated Wetlands (C) Other PT/Shallow Water High Ground Bottom 160 sq. ft. 184 sq. ft. PT/Shallow Water Includes 160 sq. ft. of Bottom 635 sq. ft. dredged PT/SWB (D) Total Area Disturbed: Approximately 919 sq. ft. (.021 acres) (E) Primary Nursery Area: No (F) Water Classification: SA Open: No 8. PROJECT SUMMARY: NC Department of Transportation would like to replace a small bridge over a man-made canal, on Sportsman Drive in Frisco, with a 4' diameter culvert and widen the surface of the structure. NCDOT April 14, 1997 Page 2 PROJECT SETTING The project site is located on Sportsman Drive in Frisco, Dare County. Sportsman Drive is currently a private subdivision street that will be adopted to the state system upon completion of the proposed bridge improvements. The bridge is located in a residential subdivision over an unnamed man-made canal off Pamlico Sound, is 12'-7"x 12'-3", and constructed out of wood. There is an extensive bulkhead system constructed around each bridge terminus to prevent erosion. The water depth at the bridge measures approximately -3 feet from the approximate NWL, and the bridge clearance is approximately two feet. On the east side of the bridge the canal is bordered by salt marsh, primarily composed of Juncus roemerianus. Located northwest of the bridge is a residence and on the southwest is vacant high ground. Cape Hatteras Water Association water lines run parallel to the bridge between two and four feet waterward of the bridge bulkhead. Coastal Wetland vegetation next to the bridge is Spartina alterniflora, Spartina patens, and Juncus roemerianus. Other vegetation near the site includes Borrichia frutescens, Borrichia angustifolia and Juniperus virginiana. The waters in the area are classified as SA and are not open to shell fishing. No archeological sites, remnant species or geological formations are known to be associated with the project area. PROJECT DESCRIPTION The North Carolina Department of Transportation proposes to replace a small 12'-7"x 12'-3" bridge with a 4' (diameter) x 40' metal pipe. The placement of the pipe will include dredging approximately 160 sq. ft. (Approximately 12 cubic yards of spoil material), in order to set the culvert one foot below the shallow water bottom. Stabilization of the site will necessitate the placement of approximately 475 square feet of fill in Public Trust Water/ Shallow Water Habitat. According to the application approximately 60 linear feet of riprap will be placed along the perimeter of the fill at a 2:1 slope to prevent erosion. Field measurements suggest that the length will be closer to 49 linear feet. The application also states that 100 square feet of Coastal Wetlands will be filled, while field measurements suggest that area to be closer to 74 square feet. According to the application packet the total area to be disturbed by the project is less than 1,000 square feet (approx. 919 sq. ft.). The maximum distance waterward that fill will occur in public trust water, is approximately 16'. Fill being proposed at the site will be used to slope and stabilize the culvert. Based on NCDOT's calculations the culvert will handle a 25-year storm event (approx. 40cfs), which (according to the applicant) meet the requirements established by Federal Emergency Management Agency (FEMA). 46 NCDOT April 14, 1997 Page 3 ANTICIPATED IMPACTS 11 The proposed bridge replacement will improve access and safety in the area. 21 Installation of the culvert will result in the loss of 635 square feet of shallow water. 3] Associated fill activity will result in the loss of 75 to 100 square feet of coastal wetlands. 4] Temporary localized turbidity will occur during placement of the culvert. 5] No submerged aquatic vegetation was found in the project area. 6] The width of the water body will be decreased approximately 64% with the proposed 4' diameter metal culvert. CAMA REVIEW A Land Use Plan consistency determination will be submitted in a separate letter by John Thayer. Submitted By: Lynn Mathis Date: April 14, 1996 a Form DCA1-_N P-1 R77111117n (To be completed by all applicants) 1. APPLICANT a. Landowner: Name N. C Department of Transportation Address P.O. Box 25201 City Raleigh State N.C Zip 27611-5201 Dav Phone (919) 733-3141 Fax (919) 733-9791 b. Authorized Agent: Name H. Franklin Vick. P.E., 'Mar., P&E Branch Address P.O. Box ^_5201 APPLICATION FE, 2 . 1397 b. City, town, community or landmark Frisco c. Street address or secondarv road number Sportsman Drive (off NC-1 d. Is proposed work within city limits or planning jurisdiction? 1 Yes No e. Name of body of water nearest project (e.g. river, creek, sound, bay) Canal to Pamlico Sound 3. DESCRIPTION AND PLA NED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier. and excavation and/or tilling activities. Replace existing bridge with 4V pipe culvert b. Is the proposed activity maintenance of an existing project. new work. or both'? Both c. Will the project be for public. private or commercial use? Public Transnortation City Raleigh State N.C. Zip 27611-5, 201 Day Phone (919) 733-3141 Fax (919) 733-9794 c. Project name (if any) Sportsman Drive Bridge Replacement NOTE: Permit will be issued in name of landownensi, and/or project name. 2. LOCATION OF PROPOSED PROJECT d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. Purpose: Canal crossing must be widened in antieination of future upgrade of road: Use: Public Transportation: Methods of Construe.: Standard bridge replacement methodology: a. County Form DCM-VIP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract N/A b. Size of individual lot(s) c d e f Approximate elevation of tract above NaIW or NWL +/- 2.5 ft Soil type(s) and texture(s) of tract Carteret Sand & Osier Fine Sand Vegetation on tract SUartina alternifolia. Juncus romerianys. S. patens. Hydrocotvle. etc. Man-made features now on tract Timber Bridge. Timber Bulkheads. Concrete Slabs g. What is the CAMA Land Use Plan land classification of the site'? (Consult the local land use plan) X'" Conservation Transitional Developed Community Rural Other "Limited Conservation"re: Dare County h. How is the tract zoned by local government" S-1 1. Is the proposed project consistent with the applicable zoning? X Yes No (.Altach zoning compliance certificate, if applicable) Has a professional archaeological assessment been done for the tract'? Yes X No if yes, by whom? k. Is the project located in a National Registered Historic District or does - it involve a National Register listed or eligible property'? Yes X No Are there wetlands on the site? X Yes _'No Coastal (marsh) X Other If ves, has a delineation been conducted? No ("Attach documentation, ifin,ailable) 3 C_ i797 m. Describe existing wastewater treatment facilities. NIA n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial; commercial effluent, "wash down" and residential discharges.) Surface runoff from roadwav o. Describe existing drinking water supply source. N/A 5. ADDITIONAL INFOR?,I.ATION In addition to the completed application form, the following items must be submitted: 0 A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. 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 cam' out the project. 0 An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black ,l;?' white paper. (Refer to Coastal ink on an S lit" by Resources Commission Rule 7J.0203 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 an adequate number of 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 sufficiently detailed to guide agency personnel unfamiliar with the area to Form DC?I-'-,\ 1P-I the site. Include highway or secondary road (SR) numbers. landmarks. and the like. •A Stormwater Certification, if one is necessary. •A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 davs in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name JoAnn E. Willis Address 1301 Lakewood Drive _ \Vilminaton. DE 19M game Medford L. Austin Address P.O. Box S' Frisco. NC 27936 Name John S. Phipps Family Address c,'o Bessemer Trust Company. N.A. 530 Sth .venue-39th Floor _ N e,x York. Y Y 101 11 • A list of previous state or federal permits issued for work on the project tract. Include permit numbers. permittee. and issuing dates. 6. CERTIFICATION AND PERMISSION TO ENTER Or LAND I understand that 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 approved Coastal '-Ianaszement Program and will be conducted in a manner consistent with such program. I certify- that I am authorized to zrant, and do in fact. grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluatins? information related to this permit application and follow-up monitoring of the project. I further eertifv that the information provided in this application is truthful to the best of my knowledge. This is the 7th day of February , 19 97 rint Name H. Franklin Fick. P.E. kSlmatur JDown r or Aurhonzed AL ent • A check for 5250 made payable to the Department of Environment. Health. and Natural Resources (DEI-L\-R) to cover the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands. attach a statement documenting compliance with the North Carolina Environmental Policy Act. Please indicate attachm nts pertaining to your proposed project. DCM '\,IP-'- Excavation and Fill Information DC'I '-1P-3 Upland Development DCM NIP-^. Structures Information DCM -\,-1P-? Bridges and Culverts DCI\,I NVIP-6 Marina Development VOTE: Please sign and date each uttuchnient in the space provided at the bottom of each %olrn. Form DCM-:\1P-2 EXCAVATION AND FILL (Except bridges and culverts) Attach this form to Joint Application for C VN A Major Pennit. Fonn DCM-SIP-I. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Describe below the purpose of proposed excavation or till activities. All values to be given in feet. Average Final Eslstine Project Length 'Width Depth Depth Access channel ( I W) or l v ?lZ ) Canal Boat basin Boat ramp Roc.: Jroin Rock breakwater Other (Excluding j shorelitte stabilization) 1. EXCAVATION a. Amount of material to be excavated from below \)H?V or 1\1- ,,I, in cubic yards /- 12 cubic vards b. Type of material to be excavated Silt. sand muck c. noes the area to be excavated include coastal wedands (marshsubmerged aquatic vel2etation SAVsl or other wetlands` Yes 1 d. I;Tia-haround excavation in cubic yards 0 DISPOSAL CF E-Xk7A %*ATLD N.LAT-E RL-? a. Location of disposal area Buxton C-7C DOT v3rd b Dimensions of disposal area 0. ? acre c. Do you claim title tt disposal area" A i es do TF no, attach a letter TManting permission from the owner. d. %V111 a disposal area be available for future maintenance' 1 ?-es `o I` Ves. Where" Buxaon "var" Forin DCM-ALP-2 e. Does the disposal area include any coastal wetlands (marsh), SAT's or other wetlands" Yes 1 "o f. Does the disposal include any area in the water' Yes 1 No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization Bulkhead N Riprap b. Length 6'0 feet c. Averaze distance vyatenvar , of -\ff ' or tiTA`Z 8 feet d. Maximum distance «atenvard of ?IHti or??Z 1.4 f??* If yes. l1) Amount of material to be placed in the eater - - 40-50 cubic v2rds (2) Dimensions of till area _'(_1 x ?0 feet at maximum distances (3) Purpose of till to support cross-section of roadway - b. Will till material be placed in coastal wetlands (marsh), SAT's or other wetlands:' 1 Yes N;o If yes. 01 Dimensions of till area -- 1 A x 10 ft. (2) Purpose of till roagiway till 5. GEN-ERAL, e. Shoreline erosion Burin, nrecedinr !-'months ;Source of in ornialian: f. Type of bulkhead or rI Ll,_ material ganite R Amount of fill in cubic yards to be placed beiow water level (1) Riprap - 5-10 :ubic yards (2.) Bulkhead back-fill N -A h. Tvre of fill material soli borrow a. L10«V ?V 11 excayateor till material be kept on site and erosion eontrolied'.' Best Manauement Practices for the Protection of Surface Waters in N.C. h. What type of constriction equipment ,gill be used (Tor e?:ample. _-La iir_e. hac*-di e. or hycii-raulic dredge l, Backhoe, dump trucks i. Source of till material \CDOT borrow pit at Powell's Point (Currituck Countv) -l. OTEER FILL AC'M ITTS c. W'111 wedands he crossed in transporting equipment to project site" 4Yes 1 No If ves, e::plain stets that will be taken to lessen environmental impacts. E.Nciuilina Shoreluie StabilLaion) a. Will till material be brouant to site" CS No ` -----_-_- ?H. Fran1,_i1n N'tck_ P. E. j :kppllcai or Protect Name S12nature April 1. 1997 Date Form DCNI-MP-5 BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Pen-nit, Form DCM-NIP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES N/A a. Public Private b. Type of bridge (construction material") c. Water body to be crossed by bridge d. Water depth at the proposed crossing at \,E LW or 1\RVL e. Will proposed bridge replace an existing bridge? Yes No If yes, (1) Length of existing bridge (g) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) f. Will proposed bridge replace an existing culvert(s)? Yes No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the IvIH\M' or NWL FEB 2 1 1997 (4) Will all, or a part of, the existing culvert be removed" (Explain) g. Length of proposed bridge h. Width of proposed bridge i. Height of proposed bridge above wetlands J. Will the proposed bridge affect existing water flow? Yes No If yes, explain k. Navigation clearance underneath proposed bridge 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes No If yes, explain m. Will the proposed bridge cross wetlands containing no navigable waters? Yes No If yes, explain n. Have you contacted the U.S. Coast Guard concerning their approval? Yes No If yes, please provide record of their action. Fo+•m DC-1[--MP-5 2. CULVERTS a. Water bodv in which culvert is to be placed Unnamed canal to Pamlico Sound J. Will the proposed culvert affect existing navigation potential'' -I-es l \o If ves, explain There is no navigational potential at the existing bridue site b. Number of culverts proposed 1 4: 4,8- metal ?• EXCAVATION AND FILL c. Type of cul ert (construction material. style) a. IZ'111 the placement of the proposed bridge or culvert Corruaated metal faire --- require any excavation below the -'vIIM or N-WZ? 1 * Yes o Will proposed culvert replace an existina br dge" If ves. (1) Length of area to be exca?'ated l`f ft (,v?p 1 Yes \o (?) If ??'idth of area to be excavated 4 ft ves, _ ) Depth of area to be excavated 1 ft r"1) Length of existing brid??e. 1 ft (?-) k? idth of existing brld?.e -c ft (4 i vards Amount of material to be excavated in cubic - ?? -' cubic yards (3) Navigation clearance underneath e?:istinY - (_)nlv it siltation has occurred at site of culvert bed brid?7e 2.0 ft V b. Will the placement of the brid,7?e or culvert (4) Will! all7 or a part of. the e ;fisting bridge be the proposed L require any excavation within: No removed'.' ('Explain) Entire brid,-,e to be remove 1 -Coastal Wetlan,ls _ S A? 's _ Other Wetlands ---- If ves e Will proposed culvert replace an existing culvert) Ives X No if yes. (1 11 Length of existing culvert (?l 1Vidth of existinz cuivert (3) He'2Trit of the top of the existinu culvert above the \ffT?t or `: A-L ? 4) Will all, or a part ot; the existing culvert be removed" (Explain), - (1 i Length of area to be excavated (?) 1 idth of area to be excavated ( `! -Amount of P_latenal to be exca?-atc?.! lit cuL?ic yards c. ill the placement of the proposed bridge or culvert require any higharound exrn'aticn:' Yes If yes. (11 Length of area ;o be excavated _ (') Width of area to be excavated ( 3) Amourt of material to be oxcayateii 1;1 CUb1C yards Length of proposed Cul culvert 4G ft :4 . --- If the placement of tae bricge or cU1Cert involves anv Width of proposed culvert 4 ft excavation. please complete the tollo?ving: - - (1 ; Location of he ;poi) disposal area h. Heigllt of the top of the proposed culvert ab -DOT -Lirc"' at Buxton ove the - ------- \? ?' or `17A-L Dimensions c,f spoil disposal area Will the proposed culvert affect e acre x;stln 7 water 11Gw` () D Yes \o Vou cla1111 title to the disposal area', it'ves, explain Some increase in velocity is _ ` r e'' -- ?O antlcl aced due to narrowirn7 of h?T`Irololcal If no. attach a letter g-antin?u penllission from opening -- -------- the owner. Form DCAI-AEP-5 (4) Will the disposal area be available for future maintenance? 1 Yes No (5) Does the disposal area include any coastal wetlands (marsh). SAVs. or other wetlands? Yes 1 -\..-o If Yes, give dimensions if different from (2) above.y (6) Does the disposal area include anv area below the _\,111 % or'N??I':' Yes N 'i\ o If ves. give dimension ' different from (?'? above. e. Will the placement of the proposed bridge or culvert result in any till (other than excavated material described in Item d. above) to be placed below or "_\1t1? X Yes \,"o If Yes. (1) Length of area to be tilled 10 ft 1 5O tt (?) Width of area to be tilled 40 It (3) Purpose of till Roadway shoulders and 'ill slopes C. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed within: 1 Coastal Wetlands _ Saes - Other We,lands If Yes. (1) Length of area to be tilled ft (? r W'dth of area to be filled - 1 ? ft (3) Purpose of fill Same as e.(3)) above 'placement of the proposed bride or culvert result in am- fill (other than excavated materiai described in Item d. above) to be placed on highground? Yes 1 \o It Yes, (1) Length of area to be tilled ('_') Width of area to be tilled _ (3) Purpose of fill -4. GENERAL a. IVIII the proposed project involve any mitigation'' Yes X \'o If yes, explain in detail b. Will the proposed project require the relocation of any existina utility lines? Yes Y No If yes, explain in detail c. 'till the proposed project require the construction of any temporan• detour structures'? Yes 'vo If ves, explain in detail ?. Will the proposed project require any work- channels? Yes X o If,.-es, complete Form I) M-_MP e. How will excavated or till material be kept on site and erosion controlled" Ev stringent ar lp ication o _ Best ManaLement Practices and ErosiOn (control methodo.lomes C. 'that type of construction equipment will be used (for example. dragline. bac;;hoe or hydraulic dr edge i'' Backlu?e. dump -truck-sand other standard Constn.!ction equi : ment Will lvetlands be crossed in transporting equipment to proiect site'' --les -_ 1- Igo if ; es. explain steiDs that will be taken to lesser enviromnental impacts. h. tt i:i the placement o?'the proposed bridge or CUlver t require any shoreline stabilization' A Yes do if ves. explain in detail Stone rip=rap wilt be used al(mLL, the tce o the pro nosed roadway oils H. Franklin Vick. P.E. /Ie?pplicint Project 'Name V Signature Date 1997 DARE COUNTY O G a 1 I Y ? hf.m / 74-j.' 'lly Atildrll JJ ? R Airport ,? 4 ?C ? I SANG/ ?-? / Aoe Ill !y, BA CAPE HATTERAS NATIONAL SHORELINE et, i I° `zi base 2 1411 CAPE HATTERAS NATIONAL SHORELINE 24W, Billy Mitche" Airport ?no6 ,a i V v C.G. STATION+ CAR NATMAS'. j? 0 11t 5?2tS?°1?11 I?Jt O , S Nq[th Carolina Department of Transportation Division of Highways County: Dare Quad: Cape Hatteras Basin: Pasquotank River Project:Replace Fridge on Sportsman Drive in Frisco Date: 01 /07/9- Vicinity Map Sheet 1 of 2 I? Ct?a L'LiGK ?Eqa, 6,x8,• ?0 2EFl /O.O 7G P EX . `?000 nE GK Aenrc0."Ea RD 40 &J,4-1 B.?:75 E.a7 A 7.z'uJs? C MGN '??irCO.t1G co ¢ x SBcTicrl /'??. ? .EO7 om CANAL L1!J Tp Z?E •c/GG ?l? FEB 2 1 1997 /B'Rd wy ?, FG ws ' ,o i4'- -ter 'l - _z•z ,o John s. Phipps Family / Bess 7; C f 6 ° ewer Trost CcmpanY N. ---s _ 30 5th Avenue New York 39th Floor NY. ' 10111 e- rem 1c,-ga2ic ??A^ SG4LE Zo ?F r- t(oRz . 6W41<f=i[ L A 'sp-c7 6,v 1`?a. Z -o (5A,-IT M q "Q-5 J y(?9 10 _17 ?Q ? ? ?/ FROP0.5EC <? j V (5AL7 MAr-5t4) 2 -S D F- C7 N,' 0 0 10 a c 1\ 1 ?s North Carolina I I ?? a ??q - Department of Transportation Division of Highways Dare i? a L Count. ky Quad: Cape Hatteras Basin: Pas uotank River G /f i.. Project: Replace Bridge on Sports. ord L- Austin Drive in Frisco P- 0- Frisco, 8 Date: 01/07/97 /1?tFA NC 27936 Plan. Profile & X-Sections =/ To 6F A/LZE? ScAC E / "_ Z, ' Sheet 2 of ,2 {i i ?r J _ 7I U? r ?- I ? ? r C H 1 I ?? z' - Li VTI