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HomeMy WebLinkAbout19970553 Ver 1_Complete File_19970616State of North Carolina Department of Environment, AT4J; Health and Natural Resources Division of Water Quality James Hunt, Jr., Governor [D E F1 Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director July 22, 1997 Beaufort County WQC 401 Project #970553 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. You have our approval, in accordance with the attached conditions, to place fill material in 0.16 acres of wetlands or waters for the purpose of replacing a bridge with a bridge at NC 99, Bridge #70 over Smith Creek, as you described in your application dated 24 June 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 Dorney at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Washington Field Office Washington DWQ Regional Office Mr. John Dorney Central Files John Parker, DCM Sincerely, 0 n ow 970553.1tr 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 Affirmative Action Employer - 50% recycled/10% post consumer paper { DEHNR Fax:9199753716 I I': To: John.Dorney planning Branch Jul 15 '97 15:10 r• DIVTSION OF OPAL MMGB[M CAMA/m Pm4IT AppLICAmm RMVIN P. 04/08 ?Ta7t0;':PRO:7 T # 1iiQ SUPERVISORZ • .? DATE: Fjg bmc :?1 MATION. FOR Cim-ma 9"E CE TRACI(?TNG _? NO.: Comm. ?RIZUT-,;U; 9Z G PRdJRC'r 7iYPS.? TYPE: CO #: DOT #: DATE ADM CAA: ?fled ' ?: 'CDII: DM w sub a usIN -RIM Dom, WIIM. WaRO :STREAM ' JA _ FjATER BODY: - ' CLASS: -C ?'' ` s,,,N IND7?C #: 9 .., .; ?0?? •OR :•LOS ..?1• • •';HL ? IBS: WL AGE. LST: ' O• ( :T?: WL SCORE: MITIGATION: KmGATION TYPE: nr,,AT* SIZE: SBEE VATTACHW $$Cp iIDATION: J ?SSUENOW DENY HOLD - • • ' ? %. ?'? '? `? ,ST6iOXAlER PLAN RHQ+D.- - IF YES, DATE APFROVEb: • 'k1t0CT DESCRIPTION-, ?; WATHRt:' 01 CERT. ' REQ' D: 17' „r?? `` " gn YES, TYPE: 1 ? ' •SBWAGR • DISrFOSAL• TYPE OF DISPOSAL FROPOSED•. (EXISTTNG, PROPOSED, SEPTIC'TANK ETC.) 'TO lit PERMEITTBD $Y: (hw, DHS, : COUNTY) $X DEMl, IS SITE AVAILABLE AND PERMIT. ISSUANCE PROBABLE: XltTW`iH'!'LANDFIL_ T. ?' e u --r 6 -AREA `;OF• FILL: WATER. t ' WETLAND.- .'IS FIT.. ELIMINATI-NG A SIGNIFICANT SE7 to AREA • TO BE IIREDGED : ` r I$ DREDGING ACTIVITY UPECTED TO CAUSE A,'SIGNIFICANT LOSS OF IiESOUAGN? ZS. SPOIL DISPOSAL ADEQUATELY ADDRESSED? MOM :ARE,TRE FOLLOWING ADEQUATELY ADDRESSED? ? A SERVICES: SEWAGE DISPOSAL: OXY.GBN IN BASIN: CLOSURE OF SHF:LLFIsHTNG WATERS: CG::, WaM; Central Files 7 DC 24 Field Officcs ; cog Washington Office t DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: North Carolina Department of Transportation 4 199?pNM??TAC SG,/FN p 2. LOCATION OF PROJECT SITE: Beaufort County, on NC 99 at Bridge No. 70 over Smith Creek Photo Index - 1995: No photo 1989: No photo 1984: 79-965, S9 State Plane Coordinates - X: 2,712,000 Y: 646,400 Pantego LR 3. INVESTIGATION TYPE: CAMA/Dredge and Fill 4 INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10 June 1997 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received - 9 June 1997 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Beaufort County Land Classification From LUP - Rural (B) AEC(s) Involved: Public Trust Area, Coastal Wetlands (C) Water Dependent: Yes (D) Intended Use: Public highway (E) Wastewater Treatment: Existing - N/A Planned - N/A (F) Type of Structures: Existing - Bridge Planned - Bridge (G) Estimated Annual Rate of Erosion: None Source - DCM staff observation 7. HABITAT DESCRIPTION: r-W 9?p55? [AREA] DRF.DG;ED FILLED OTHER (A) Vegetated Wetlands Coastal wetlands ±261.36 sq. ft. (B) Non-Vegetated Wetlands (C) Other Open Water ±6,795 sq. ft. (D) Total Area Disturbed: ±7,056.36 sq. ft. or 0.16 acres (E) Primary Nursery Area: No (F) Water Classification: SC-NSW Open: No 8. PROJECT SUMMARY: The applicant is proposing to replace an existing bridge with a new 82' long bridge which will have a 24' wide travelway and 8' wide offsets on each side. F NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Bridge No. 70 over Smith Creek Beaufort County ENVIRONMENTAL SETTING The project site is at Bridge No. 70 over Smith Creek on NC 99 in Beaufort County. Located at the site is a 75' long by 23. 61' wide bridge. The bridge has a 11.80' clearance between the bottom of the bridge and the NWL. The existing approaches to the bridge are stabilized with riprap. Adjacent to the northeast, southeast and northwest road shoulders are areas of coastal wetlands which is dominated with Distichlis spicata, Juncus roemerianus, and 1 di m jamaicense. The shoulders are vegetated with various upland grasses. PROJECT PROPOSAL The applicant is proposing to replace the existing bridge with a new bridge along the same alignment.The new bridge will consist of a three span cored slab on a concrete substructure and will have a lefigth o f. Approximately 82 feet. There will be a 24' wide travelway plus 8' wide offsets on each side. Their avigation clearance will remain. The environmental impacts which will be discussed later will be the result of the approach widening. No temporary detours, stream relocation or work channels will be involved ENVIRONMENTAL IMPACT The following environmental impacts will occur if the project is conducted as proposed : 1) Approximately 261.36 square feet of coastal wetlands will be filled at the northwest corner of the bridge due to approach widening. 2) Approximately 6,795 square feet of open water area will be filled due to approach widening and riprap stabilization. 3) An upland area approximately 125' by 17' located at the northeast corner of the bridge, between the approach and an area of coastal wetlands, will be graded to the elevation of the adjacent wetland. The site will be monitored for two growing seasons to see if natural vegetation has colonized the site. If sufficient vegetation has not reclaimed the area after that time then the applicant will replant the area with native marsh plants. David Gossett - Washington Regional Office - 12 June 1997 H e ?A? o STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JIL DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY May 13, 1997 Dept. of Environment, Health and Natural Resources Division of Coastal Management 1424 Carolina Avenue Washington, North Carolina 27889 ATTN: Mr. Terry Moore Dear Sir: SUBJECT: CAMA MAJOR PERMIT APPLICATION FOR REPLACEMENT OF BRIDGE NO. 70 OVER SMITH CREEK ON NC 99, BEAUFORT COUNTY, TIP NO. B-2805. The North Carolina Department of Transportation (NCDOT) proposes to replace the referenced structure on existing location, along with associated approach improvements. The new bridge, consisting of a three span cored slab on a concrete substructure, will be approximately 25 meters (82 ft) in length with a 7.2 meter (24 ft) wide travelway plus a 2.4 meter (8 ft) wide offset on each side and 1372 millimeter (54 inch) bicycle-safe rails. Traffic will be detoured onto existing roadways during construction. Whenever NCDOT replaces an existing bridge, it is the policy of the American Association of State Highway and Transportation Officials that the roadway and approaches be up-graded to conform with current design standards. The standards for this type of new bridge require an increase in width of approximately 5 meters (16.4 ft). NC 99 is also a bicycling highway that normally requires a 4.2 meter (14 ft) travelway. In order to reduce wetland impacts, the NCDOT Bicycle and Pedestrian Unit agreed that the narrower, 3.6 meter (12 ft) travelway would be sufficient for bicycle traffic. K The project will require the fill of 0.156 acres of estuarine surface waters and 0.006 acres of wetlands. The dominant vegetation in the wetlands is smooth cordgrass (Spartina alterniflora), saw grass (Cladium jamaicense), and black needlerush (Juncus roemerianus). No temporary fill in wetlands, stream relocation, or channel change will be involved. In order to mitigate for these impacts, NCDOT proposes to grade approximately 0.05 acres of upland to the level of the adjacent salt marsh. This area is located north of the bridge on the upstream side of Smith Creek between the edge of the fill slope and the existing salt marsh. It is indicated as cross hatching on sheets three and four of the permit drawings. The area to be graded is small, approximately 125 feet x 17 feet. After grading is complete, the NCDOT proposes to monitor this site for two growing seasons to determine if natural vegetation has colonized the site. If sufficient vegetation has not reclaimed the area at that time, then NCDOT will replant the area with native marsh plants. The navigational clearance of the bridge will basically remain the same since no recognized demand for navigation exists. Smith Creek is not susceptible for use as a means to transport interstate or foreign commerce and there is no evidence that boats greater than 6.4 meter (21 feet) long cross under Bridge No. 70. Therefore, the Federal Highway Administration has determined that the project does not require a U. S. Coast Guard Permit in accordance with 23 CFR 650.805(c) Smith Creek flows east into Pungo Creek which is part of the Tar-Pamlico River Basin. It is classed as SC NSW, indicating a supplemental classification of Nutrient Sensitive Waters, which requires limitations on nutrient inputs. NCDOT's Best Management Practices for the Protection of Surface Water, which implements stringent erosion and sedimentation control, will be employed throughout construction. During project planning, it was determined that no anadromous fish spawning areas occur within 175 meters (575 feet) of the project, so no construction moratorium is proposed. The scope of work for this project was documented as a Categorical Exclusion approved by the Federal Highway Administration (Federal Aid Project BRSTP-99(1), State Project 8.1150801) on 10 April 1995. It was distributed to the resource agencies 30 August 1995. More copies of this document are available upon request. Application for a Major CAMA Permit is hereby made. Permit drawings depicting the proposed work are attached. A check in the amount of $Z 9.00 Warrant No. 98074 is enclosed to cover . the CAMA processing fee. The adjacent property owners have been notified of this permit request. Copies of the letters sent to the property owners and the certified mail receipts are attached. The signed return receipts from these property owners will be forwarded to you as soon as possible. Thank you for your assistance. If you have any questions, please contact Mr. Michael Wood at (919) 733-7844, Extension 306. Sincerely 1141 H. Franklin Vick, P. E., Manager Planning and Environmental Branch cc: Mr. John Parker, DCM Mr. David Lekson, COE Mr. Mike Street, DMF Mr. G. T. Shearin, P. E., Roadway Design Mr. Kelly Barger, P. E., Program Development Mr. D. R. Morton, P. E., Highway Design Mr. A. L. Hankins, P. E., Hydraulics Mr. William J. Rogers, P. E., Structure Design Mr. Ed Latham, Division 2 Construction Engineer .F01iM'DCM-MP-1 APPLICATION (To be completed by all applicants) b. City, town, community or landmark 1. APPLICANT C. Street address or secondary road number a. Landowner: NC 99 Name N.C. Dept of Transportation d. Is proposed work within city limits or planning jurisdiction? Yes X No Address P. O. Box 25201 e. Name of body of water nearest project (e.g. City Raleigh State NC river, creek sound, bay) Smith Creek Zip 27611 Day Phone (919 733-3141 3. DESCRIPTION & PLANNED USE Fax (919) 733-9794 OF PROPOSED PROJECT b. Authorized Agent: a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, Name and excavation and/or filling activities. Bridge replacement and approach work on Address roadway. City State Zip Day Phone b. Is the proposed activity maintenance or an existing project, new work, or both? Both Fax C. Project name (if any) T.I.P. No. B-2805; C. Will the project be for public, private or State Project No 8.1150801 commercial use? Public Transportation d. Give a brief description of purpose, use, Note: Permit will be issued in name of landowner(s), methods of construction and daily operations andlor project name. of proposed project. If more space is needed, please attach additional pages. The project consists of replacing the existing bridge over Smith Creek and improving the 2. LOCATION OF PROPOSED approach roadways PROJECT a. County Beaufort Revised 03/95 .li•'ORM'DCM-MP-1 A, I m. Describe existing wastewater treatment facilities 4. LAND AND WATER N/A CHARACTERISTICS a. Size of entire tract N/A n. Describe location and type of discharges to b. Size of individual lot(s) N/A waters of the state. (For example, surface runoff sanitary wastewater, industrial/commercial c. Approximate elevation of tract above MIM effluent, "wash down", and residential or NWL +/- 2 m discharges.) Highway surface runoff d. Soil type(s) and texture(s) of tract N/A o. Describe existing drinking water supply source. e. Vegetation on tract N/A f.. Man-made features now on tract Road and bridge 5. ADDITIONAL INFORMATION g. What is the CAMA Land Use Plan land classification of the site? (consult the local land use In addition to the completed application form, the plan.) following items must be submitted: Conservation Transitional Developed Community * A. copy of the deed (with state application only) or X Rural Other other instrument under which the applicant claims title to the affected properties. If the applicant is not h. How is the tract zoned by local government? claiming to be the owner of said property, then N/A forward a copy of the deed or other instrument under which the owner claims title, plus written permission i. Is the proposed project consistent with the from the owner to carry out the project. applicable zoning? Yes No (Attach zoning compliance certificate, if applicable.) * An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black j. Has a professional archaeological assessment ink on an 8 1/2" by 11" white paper. (Refer to been done, for the tract? Yes X No Coastal Resources Commission Rule 710203 for a If yes, by whom? detailed description.) 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 1. Are there wetlands on the site? X Yes -No Coastal (marsh) X Other If yes, has a delineation been conducted? Yes (Attach documentation, ifavailable) 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 the Revised 03/95 • FQRM DCM-MP-1 site. Include highway or secondary road (SR) number, 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 days 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 **SEE PERMIT DRAWINGS Address Phone Name Address Phone Name Address Phone * 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 (DEHNR) 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. 6. CERTIFICATION AND PERMISSION TO ENTER ON 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 Management Program and will be conducted in a manner consistent with such program. I 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 the project. I further certify that the information provided in this application is truthf}iI to the best of my knowledge. This is the /day of , 19 _,gZg"A-J Print Name H. Franklin Vick. P.E. r, Signature JL- a dow er or Authorized Agent Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development DCM MP-4 Structures Information X DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE: Please sign and date each attachment in the space provided at the bottom of each form. Revised 03/95 r Form 5CM-MP-5 BRIDGES AND CULVERTS Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. 1. BRIDGES a. Public X Private b. Type of bridge (construction material) 3-span cored slab on concrete substructure c. Water body to be crossed by bridge Smith Creek d. Water depth at the proposed crossing at MLW or NWL e. Will proposed bridge replace an existing bridge? X Yes No If yes, (1) Length of existing bridge 22.9 m (2) Width of existing bridge 7.2 in (3) Navigation clearance underneath existing . bridge 3.6 m (4) Will all, or a part of, the existing bridge be removed? (Explain) All of the existing structure will be removed. f. Will proposed bridge replace an existing culvert(s)? Yes X No If yes, (1) Length of existing culvert N/A (2) Width of existing culvert N/A (3) Height of the top of the existing culvert above the MHW or NWL N/A (4) Will all, or apart of, the existing culvert be removed? (Explain) N/A 9. Length of proposed bridge 22.9 in h. Width of proposed bridge 12.19 in Height of proposed bridge above wetlands +/- 1.5 m j. Will the proposed bridge affect existing water flow? Yes X 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 X No If yes, explain M. Will the proposed bridge cross wetlands containing no navigable waters? Yes X 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. Revised 03/95 Form DCM-MP-5 2. CULVERTS N/A a. b. C. d. Water body in which culvert is to be placed Number of culverts proposed Type of culvert (construction material, style) Will proposed culvert replace an existing bridge? Yes No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) Will proposed culvert replace an existing culvert? 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 MHW or NWL (4) Will all, or a part of, the existing culvert be removed? (Explain) f. Length of proposed culvert g. Width of proposed culvert h. Height of the top of the proposed culvert above the MHW or NWL i. Will the proposed culvert affect existing water flow? Yes No If yes, explain Will the proposed culvert affect existing navigation potential? Yes No If yes, explain 3. EXCAVATION AND FILL a. Will the placement of the proposed bridge or culvert require any excavation below the MEW or NWL? Yes X No If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Depth of area to be excavated (4) Amount of material to be excavated in cubic yards Will the placement of the proposed bridge or culvert require any excavation within: NO _ Coastal Wetlands _ SAVs - Other Wetlands If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated in cubic yards c. Will the placement of the proposed bridge of culvert require any highground excavation? Yes X No If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated ill cubic yards d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area N/A (2) Dimensions.of spoil disposal area N/A (3) Do you claim title to the disposal area? Yes No If no, attach a letter granting permission from the owner. Revised 03/95 1 Form DCM-MP-S (4) Will the disposal area be available for future , maintenance? Yes No (5) Does the disposal area include any coastal wetlands (marsh), SAVs, or other wetlands? Yes - No If yes, give dimensions if different from (2) above. (6) Does the disposal area include any area below the ME1W or NWL? Yes No If yes, give dimension if different from No. 2 above. Will the proposed project require the relocation of any existing utility lines? Yes X No If yes, explain in detail b c. Will the proposed project require the construction of any temporary detour structures? Yes X No If yes, explain in detail Will the placement of the proposed bridge or culvert result in any fill (other than excavated material d. Will the proposed project require any work described in Item d. above) to be placed below channels? Yes X No MHW or NWL? X Yes No If yes, complete Form DCM-MP-2 If yes, (1) Length of area to be filled 250 m+/- (2) Width of area to be filled 2.5 m+/- (3) Purpose of fill Roadway Construction f. 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: x Coastal Wetlands _ SAVs _ Other Wetlands If yes, (1) Length of area to be filled 40 m +/- (2) Width of area to be filled 1.5 m +/- (3) Purpose of fill Roadway Construction How will excavated or fill material be kept on site and erosion controlled? Standard NCDOT Erosion and Sedimentation control practices f. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Backhoe, dozer, pile driver g. Will wetlands be crossed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. g. 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 on highground? X Yes No If yes, (1) Length of area to be filled 140 m +/- (2) Width of area to be filled 2 m +/- (3) Purpose of fill Roadway Construction 4. GENERAL a. Will the proposed project involve any mitigation? Yes X No If yes, explain in detail h. Will the placement of the proposed bridge or culvert require any shoreline stabilization? X Yes No if yes, explain in detail Rock fill will be used up to elevation 0.40 m (See permit drawings - Sheet 6 of 8). NCDOT - TIP No. B-2805; State Proj. 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LEE THOMAS SPENCE 110-27 19TH STREET ST. ALBANS, NY 11412 N.C DEPT OF TRANSPORTATION DIVISION OF HIGHWAYS BEAUFORT COUNTY PROJECT 8.1150801 (B-2805) PROPOSED BRIDGE REPLACEMENT SHEET 8 OF 8 6/96 .. R:•119y2\62A05\PRnPnVUP n.