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HomeMy WebLinkAbout19970516 Ver 1_Complete File_19970610State of North Carolina IT Department of Environment, Health and Natural Resources 1 • • Division of Water Quality James Hunt, Governor p E H N FI Jonathan B. Howes, s, Secretary A. Preston Howard, Jr., P.E., Director July 21, 1997 MEMORANDUM To: John Parker, DCM From: John Dorney, DW Re: Water Quality comments Timothy Gene Forrest project Beaufort County DWQ Project # 970516 DWQ has no objections to this project plans to dredge 10,165 square feet of water or wetlands for upgrading a boat ramp for deep water access. Please call me at 733 -1786 if you have any questions. cc: Washington DWQ Regional Office Central Files 970516.dcm 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 /100% post consumer paper To: John Dorney Planning Branch DMSION OF ENVIRONMENTAL MANAGEMENT CAMA /COE PERMIT APPLICATION REVIEW WaRO PROJECT # WQ SUPERVISOR: 7 QRP�E,/Q n REVIEWER: SAWYER DATE: WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING PERMIT YR: 91 PERMIT NO..-f- e6'r' COUNTY: PROJECT NAME ih� �.,�/ b+ PROJECT TYPE• t�cra� `PERMIT TYPE: /yAE / COE #: DOT � ` RCD FROM CDA: DATE FROM CDA.� REG OFFICE: WaRO RIVZR AND SUB BASIN #: STREAM OR ADJACENT WATER BODY•.l4r CLASS: STREAM INDEX #: OPEN OR CLOD: WL IMPACT: WL TYPE: WL REQUESTED: WL ACR EST: HYDRO CNECT ?: WL SCORE: MITIGATION: MITIGATION TYPE: MITIGATION SIZE: RATING SHEET ATTACHED? RECOMMENDATION: ISSUE ISSUE /COND DENY HOLD c STORMWATER PLAN REQ'D. IF YES, DATE APPROVED: PROJECT DESCRIPTION: WATER QUALITY CERT. (401) CERT. REQ'D: A IF YES, TYPE: SEWAGE DISPOSAL TYPE OF DISPOSAL PROPOSED: (EXISTING, PROPOSED, SEPTIC TANK ETC.) TO BE PERMITTED BY: (DEM, DHS, COUNTY) IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: WATER /WETLAND FILL AREA OF FILL: WATER: D WETLAND: IS FILL ELIMINATING A SIGNIFICANT USE? DREDGING Z— AREA TO BE DREDGED: IS DREDGING ACTIVITY EXPECT TO CAUSE A SIGNIFICANT LOSS OF RESOURCE? IS SPOIL DISPOSAL, ADEQUATELY ADDRESSED? MARINA ARE THE FOLLOWING ADEQUATELY ADDRESSED? SEWAGE DISPOSAL: MARINA ERVICES: OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS: CC: WaRO; Central Files; DCM Field Offices; COE Washington Office If DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Timothy Gene Forrest RECEIVE[) J"N 10 1997 ENVIRONMENTAL SCIENCES 2. LOCATION OF PROJECT SITE: Beaufort County, on the south side of the Tar /Pamlico River bridge, on the east side of Hwy. 17 fronting the Pamlico River Photo Index - 1989: 2- 64 -14, 18 &19, E,F,G &H 1984: 73 -583, 6 &7, H,I,J &K State Plane Coordinates - X: 2,575,600 � Y: 657,000 Washington Quad UL 3. INVESTIGATION TYPE: CAMA - Major Modification 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 23 May 1997 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received - 22 May 1997 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan - City of Washington Land Classification From LUP - Developed (land), Conservation (water and wetlands) (B) AEC(s) Involved: Public Trust Area (C) Water Dependent: Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing - Septic tank Planned - Tap the force main between Chocowinity and Washington (F) Type of Structures: Existing - 2 piers, boat ramp, and a metal storage building Planned - Improve boat ramp by constructing launch piers, & deepen access (G) Estimated Annual Rate of Erosion: ±2' Source - Applicant 7. HABITAT DESCRIPTION: (A) Vegetated Wetlands (B) Non - Vegetated Wetlands River bottom (C) Other [AREA] DREDGED FILLED 10,165 sq. ft. ±941 cu. yds. (D) Total Area Disturbed: 10,165 sq. ft. (E) Primary Nursery Area: No (F) Water Classification: SC -NSW Open: No OTHER 8. PROJECT SUMMARY: The applicant proposes to modify his existing CAMA Permit No. 77 -95 to allow upgrading of the existing boat ramp by constructing additional launch piers and excavating a channel to the ramp to facilitate deep water access. TIMOTHY GENE FORREST Beaufort County The applicant proposes to develop a 2.45 acre tract of property located on the south side of the Tar /Pamlico River bridge and on the east side of Hwy. 17 adjacent the Pamlico River in Beaufort County. The Pamlico River is an inland water in this area. The area subject to the proposed development has been, and still is, regularly maintained and has been subject to a variety of earlier developments including: a metal storage building, a concrete boat ramp and launch pier, access drives, and an existing pier associated with commerce in years past. Plants on the site include: Upland grass and weeds, Cypress, Sycamore, Maple, Ash, Gum, Elm, Black Willow, Swamp Privett, and Wax Myrtle. The shoreline bordering the proposed development is relatively stable and sandy as is the adjacent highground. Based upon remnant pilings, which are more obvious during periods of low water, another pier once existed near the Hwy. 17 bridge on the upstream property boundary. Naturally occurring deep water offshore probably helps explain the obvious history of water access and /or water related businesses. The applicant has explained that Hurricanes Bertha and Fran in 1996 resulted in the establishment of a sand bar offshore thus restricting the use of the boat ramp. The applicant proposes to deepen the access to an existing boat ramp by dredging 10,165 sq. ft. (±941 cu. yds.) of river bottom. The average existing water depth is 2 '/z feet and the proposed final project depth is 5 feet. Via Major CAMA Permit No. 77 -95 the applicant has already been permitted to widen and lengthen the existing boat access ramp. The applicant is also proposing to install two new boat launch piers, both will be 4 feet wide, one will be 70 feet long and the other 90 feet long. The proposed deepening will result in the excavation of 10,165 sq. ft. of river bottom. Since this area of the river is primarily coarse sand there should be a minimal amount of short term turbidity. Sand in this area seems to be continually shifting and therefore the benefit of dredging may be short lived. The installation of two additional launch piers should result in only short term localized turbidity. I would consider the proposed final project depth of 5 feet to still be a shallow water habitat and therefore not a complete loss of a critical habitat area. Terry E. Moore - Washington Regional Office - 27 May 1997 Form DCM -MP -1 APPLICATION (To be completed by all applicants) 1. APPLICANT a. Landowner: Name Timothy Gene Forrest Address 111 South Bridge Street City Washington, State NC Zip 27889 Day Phone 91 9 -975 -2028 Fax N/A b. Authorized Agent: Name Hood Richardson Address 110 West Second Street City Washington State NC Zip 27889 Day Phone 919- 975 -3472 Fax 919 - 975 -3751 c. Project name (if any) N07F. Perrrdt will be issued in name of lmuiowner(s), and /or project name. 2. LOCATION OF PROPOSED w PROJECT a. County Beaufort Revised 03/95 b. City, town, community or landmark South end of US 17 bridge at Washington c. Street address or secondary road number 111 South Bridge Street d. Is proposed work within city limits or planning jurisdiction? X Yes No e. Name of body of water nearest project (e.g. river, creek, sound, bay) Pamlico River 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and /or filling activities. Remove 350 cubic yards of sand as clean-up from 1996 hurricane season. Build two 4 foot wide launch piers 70 feet and 90 feet long. b. Is the proposed activity maintenance of an existing project, new work, or both? Rnth c. Will the project be for public, private or commercial use? Private 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. Excavate by draqline sand and dispose of on high ground more than 75 feet from shore. Use silt fence or straw bales for sediment control. Draqline may work on mats and load into trucks. Wash or drive pilings for Piers and build decks. The purpose of this is recovery from 1996 hurricane season. Piers are new construction. Form DCM -MP -1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 2.45 acres b. Size of individual lot(s) Same as item 4. a. c. Approximate elevation of tract above MHW or NWL 4 feet NGVD d. Soil type(s) and texture(s) of tract Sandv Silt. e. Vegetation on tract Hard wood trees and native grass. L Man-made features now on tract Pi P r G . �Qat r ,1mp, buildina and roads. g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) Conservation Developed x_ Rural Transitional Community Other h. How is the tract zoned by local government? B — Highway. i. Is the proposed project consistent with the applicable zoning? _X Yes No (Attach zoning compliance certificate, if applicable) j. 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 1. Are there wetlands on the site? X Yes No Coastal (marsh) Other 4 0 4 If yes, has a delineation been conducted? Yes . (Attach documentation, if available) Revised 03/95 m. Describe existing wastewater treatment facilities. ,Septic tank. 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 water run -off. o. Describe existing drinking water supply source. W,-1 1 S. ADDITIONAL INFORMATION In addition to the completed application form, the following 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 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 carry out the project. • An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale in black ink on an 8 1/2" by 11 " white paper. (Refer to Coastal 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 the Form DCM -MP -1 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 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. Engineer 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. Name Mr. Danny Taylor, District I certify that I am authorized to grant, and do in fact, Address N.C. Dept. of Transportation grant permission to representatives of state and federal Phone 1701 West 5th Street review agencies to enter on the aforementioned lands in Washington, NC 27889 connection with evaluating information related to this Name permit application and follow -up monitoring of the Address project. Phone Name Mr. Julian D. Moore Address 2114 Haven Hill Drive Phone Durham, NC 27712 • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. Joint Corps CAMA Permit #77 -95 • 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. Revised 03/95 I further certify that the information provided in this application is truthful to the best of my knowledge. This is the 9 day of .VA , 19'�?,71. Print Name Wl o F-_ME- Nf-R ES Signature�i� -lr✓1� &,downer or AW ri d Agent Please indicate attachments pertaining to your proposed project. X DCM MP -2 Excavation and Fill Information DCM MP -3 Upland Development DCM MP-4 Structures Information 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. Form DCM -MP4 STRUC,.t,tJRES (Construction within Public Trust Areas) 1997 MAJOR MODIFICATION Attach this form to Joint Application for CAMA Major e. Mooring buoys None. Permit, Form DCM -MP -1. Be sure to complete all (1) _ Commercial _Community _ Priv other sections of the Joint Application which relate to (2) Number this proposed project. (3) Description of buoy (Color, inscription, size, anchor, etc.) a. Dock(s) and /or Pier(s) (1) ,IL_ Commercial _ Community X Private (2) Number 2 (3) Length 70 feet and 90 feet (4) Width 4 feet (5) Finger Piers Yes X No (i) Number (ii) Length (iii) Width (6) Platform(s) Yes X No (i) Number (ii) Length (iii) Width (4) Width of water body (5) Distance buoy(s) to be placed bey( shoreline f. Mooring structure (boatlift, mooring pilings, etc (1) _ Commercial _Community _Priv (2) Number (3) Length (4) Width (7) Number of slips proposed No additional . g. Other (Give complete description) (8) Proximity of structure to adjacent riparian property lines 6 5 feet. (9) Width of water body 2,500 feet ± (10) Water depth at waterward end of pier at )dMor NWL 4 feet b. Boathouse (including covered lifts) None . (1) Commercial Private (2) Length (3) Width c. Groin (e.g. wood, sheetpile, etc.) No new groin (1) Number (2) Length(s) d. Breakwater (e.g. wood, sheetpile, etc.) None . (1) Length (2) Average distance from MHW, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands Revised 03/95 App cant or Pro' ct Nam / Signature Date Form DCM -MP -2 EXCAVA'i".tON AND FILL (Except bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM -MP -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 fill activities. All values to be given in feet. Average Final Existing Project Length Width Depth Depth Access channel (MLW) or (NWL) 1071 9 5 ' 21 5 Averacge Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) Revised 03/95 1997 MAJOR MODIFICATION 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards 350 b. Type of material to be excavated sand c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? Yes No d. Highground excavation in cubic yards None 2. DISPOSAL OF EXCAVATED MATERIAI. a. Location of disposal area on site, on high ground 75 feet from shore. b. Dimensions of disposal area 100 by 100 feet. c. Do you claim title to disposal area? x_ Yes No If no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? X Yes No If yes, where? Form DCM -MP -2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes X No f. Does the disposal include any area in the water? Yes X No 3. SHORELINE STABILIZATION No new request for shore line a. Type of shoreline stabilization stabilization. Bulkhead Riprap b. Length c. Average distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL e. Shoreline erosion during preceding 12 months (Source of information) f. Type of bulkhead or riprap material g. Amount of fill in cubic yards to be placed below water level (I) Riprap (2) Bulkhead backfill h. Type of fill material L Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes X No Revised 03195 If yes, (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed in coastal wetlands (marsh), SAVs or other wetlands? Yes X No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? By straw bale and /or silt fence. b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? DracTline, trucks, dozer, back — hoe. c. Will wetlands be crassed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. Applicant or Pro ect Name , �p 19nature � Date