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Home My WebLink About20040505 Ver 1_COMPLETE FILE_20040329 CJ-l - C?~O-:> United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh. North Carolina 27636-3726 April 28, 2004 WETLANDS /401 GROUP MAY 0 4 2004- WAfER QUALITY SECTION Mr. Henry Wicker U. S. Army Corps of Engineers Wilmington Regulatory Field Office P. O. Box 1890 Wilmington, North Carolina 28402-1890 Subject: Action ill # 200400611, Randy Greene, Topsail Island, Pender County, NC Dear Mr. Wicker: This letter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subject Public Notice (PN), dated April 6, 2004. The applicant, Mr. Randy Greene, has applied for a Department of the Army (DA) permit to construct a 10-slip floating dock to serve as a commercial docking and fueling facility. These comments are submitted in accordance with the Fish and Wildlife Coordination Act (FWCA) (48 Stat. 401, as amended; 16 U.S.C. 661-667d). Comments related to the FWCA are to be used in your determination of compliance with 404(b)(1) guidelines (40 CFR 230) and in your public interest review (33 CFR 320.4) in relation to the protection of fish and wildlife resources. Additional comments are provided regarding the District Engineer's determination of project impacts pursuant to section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.c. 1531-1543). Proposed Activities The applicant proposes to renovate the existing docking system, install two underground storage tanks, and build a convenience store at the Topsail Island Marina and Fishing Center adjacent to Banks Channel. The Field Investigation Report (FIR) of the North Carolina Division of Coastal Management (DCM) states that no dredging or wetland fill would be required. Water depths within the proposed slips would average approximately three to five feet at mean low water. Environmental Impacts The FIR states that there is no marsh, only open water, on the waterward side of the existing seawall on the property. The docking and fueling pier along with the proposed boat launch ramp would incorporate approximately 5,725 square feet (ft2) of estuarine water and public trust areas. The applicant's statement notes that all in ground storage tanks would be double walled and coated with a special protectant. All piping would have the same protective measures. An interstitial monitoring system would be used to oversee and regulate the entire fuel system. The Service is pleased that such protective measures would be employed. Federally Protected Species The Service has reviewed available information on federally-threatened or endangered species known to occur in Pender County. We have also reviewed information from the North Carolina Natural Heritage Program (NCNHP) database which contains excellent data on the special status species, both federal and state. This database can be accessed by topographic quadrangle (quad) of the U. S. Geological Survey (USGS). Data from USGS quads provide the most project-specific information on species which should be considered in permitting this project. The project area is located Hampstead quad. The occurrence data of special status species within these quads can be obtained on the internet at < http://www.ncsparks.net/nhp/quad.html >. Our review indicates that the only federally listed species likely to occur in the project area is the West Indian manatee (Trichechus manatus), a federally-endangered mammal. The species is known to occur in the coastal waters of Pender County. The shallow, estuarine waters of the project area may provide suitable habitat for manatees that move along the Atlantic Coast during summer months and are seasonal transients in North Carolina, primarily from June through October. Manatees may use waters one to two meters (3.3 -6.6 feet) deep. The species moves extensively when in North Carolina waters and past occurrence records cannot be used to precisely determine the likelihood that it will be presence at a particular construction site. Service Recommendations It appears that water depths at the project site could be used by manatees. The risk to manatees during construction could be reduced by implementing the "Guidelines for A voiding Impacts to the West Indian Manatee - Precautionary Measures for Construction Activities in North Carolina Waters." These guidelines are available on our web site at < http://nc-es.fws.gov/mammal/manatee guidelines. pdt>. The guidelines are intended mainly to ensure that construction personnel are informed that manatees may occur in the work area, that work should cease if a manatee approaches the work area, work should not resume until the manatee leaves the work area, and procedures for reporting the death or injury of a manatee. The risk to manatees would be further reduced by performing the work during the period of November through May. With the inclusion of the Service manatee guidelines as permit conditions and the information contained in the FIR, we do not believe that the proposed activity will have significant adverse and/or irreversible effects on general fish and wildlife resources under our jurisdiction. Furthermore, the Service would concur with a determination by the District Engineer that the action is not likely to adversely affect species designated as threatened, endangered, or their designated critical habitat. Therefore, we have no objection, from the standpoint of fish and wildlife resources, to the issuance of a DA permit for the proposed work. The Service appreciates the opportunity to comment on this permit application. Please advise us of any action taken by the Wilmington Corps District. If you have questions regarding these comments, please contact Howard Hall at 919-856-4520, ext. 27 or by e- mail at < howard_hall@fws.gov >. Sincerely, 4~ rffi, ~ Garland B. Pardue, Ph.D. Ecological Services Supervisor cc: Jeff Weller, FWS, Atlanta, GA Ronald Mikulak, US Environmental Protection Agency, Atlanta, GA Ron Sechler, NOAA Fisheries, Beaufort, NC Bennett Wynne, NC Wildlife Resources Commission, Kinston, NC Jim Gregson, NC Division of Coastal Management, Wilmington, NC John Dorney, NC Division of Water Quality, Raleigh, NC T SS(j('d DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON. NORTH CAROLINA 28402-1890 DLl )4-tt aq ~ 0505 REPLY TO ATIENTION OF: May 24,2004 Regulatory Division Action ill No. 200400611 and State Permit No. 74-04 WETLANDS /401 GFWUp Mr. M. Randy Greene 912 South Anderson Boulevard Topsail Beach, North Carolina 28445 WATER QUALITY SECTION Dear Mr. Greene: Reference your application for a Department of the Army permit to construct a 10 slip commercial docking and fueling facility located at 912 South Anderson Boulevard, in Topsail Beach, adjacent to Topsail Sound, in Pender County, North Carolina. Your proposal has been reviewed and found to be consistent with the provisions and objectives of general permit No. 198000291. Therefore, you may commence construction activity in strict accordance with applicable State authorization and the approved plan (enclosed). Failure to comply with the State authorization or conditions of the general permit could result in civil and/or administrative penalties. If any change in your work is required because of unforeseen or altered conditions or for any other reason, plans revised to show the change must be sent promptly to this office and the North Carolina Division of Coastal Management prior to performing any such change or alteration. Such action is necessary as revised plans must be reviewed and the authorization modified. Questions or comments may be addressed to me at the Wilmington Field Office, Regulatory Division, telephone (910) 251-4930. Sincerely, Henry Wicker, Project Manager Wilmington Regulatory Field Office Enclosure \ Copies Furnished (without enclosure): ~. John Dorney Division of Environmental Management North Carolina Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Mr. Ronald J. Mikulak, Chief Wetlands Section - Region IV Water Management Division U.S. Environmental Protection Agency 61 Forsyth Street, SW Atlanta, Georgia 30303 Mr. Doug Huggett Division of Coastal Management North Carolina Department of Environment and Natural Resources 1638 Mail Service Center Raleigh, North Carolina 27699-1638 Mr. Garland B. Pardue U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Ron Sechler National Marine Fisheries Service Pi vers Island Beaufort, North Carolina 28516 Mr. David Rackley NMFS, Habitat Conservation Division 219 Fort Johnson Road Charleston, South Carolina 29412-9110 Mr. Jim Gregson, District Manager Wilmington City Regional Office North Carolina Division of Coastal Management 127 Cardinal Drive Extension Wilmington, North Carolina 28405 2 MEMORANDUM TO: John Dorney Non-Discharge Branch Regional Contact: we Supervisor: Date: Noelle Lutheran Rir.k Shiw~r SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name M. Randy Greene / Topsail Island Marine & Fishing Project Number 04 0505 Recvd From DCM Received Date 3/29/04 County Pender County2 Region Wilmington Recvd By Region Project Type 10 slip commercial Dock & fueling facility Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. ICAMA 1 Waters IOY @N 18-87-10 rs:;\1 HQW 130,624. I 0.131 IOY ON r-I I I I Stream Impacts (ft.) .. I I . I I - - Mitiaation Mitigation Type Wetland Type Acres Feet II Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 Y @ N Have Project Changes/Conditions Been Discussed With Applicant? 0 YON . Is Mitigation required? 0 YON Recommendation: @ Issue 0 Issue/Cond 0 Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: This office has no objection to the project as proposed A 401 Water Quality Certification is not required. NL cc: Regional Office Central Office Page Number 1 AVA NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary March 25, 2004 MEMORANDUM TO: Mr. John R. Dorney" Division of Water Quality " ,.. fIE' \ ~, II ~ . ,- "".. W/:-~I d~!i-\l~' ..' , ~., I ;., ';~h) 141.J'I (l?.oup FROM: Doug Huggett Major Permits Processing Coordinator f' I,; '"h7'r-n .',' " ", Hi' Cn l",U\ III \J ,..t-l\'fIO'N i.!.... , \)t~\.J _", SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: M. Randy Greene/Topsail Island Marine & Fishing Center Project Location: 912 S. Anderson Blvd., Topsail Beach, Pender County Proposed Project:The applicant proposes a 10 slip commercial docking & fueling facility. A boardwalk immediately landward of the existing seawall would connect to a 10 slip docking and fueling pier as well as a boat ramp launch pier. The fueling system would consist of UST's with a concrete cover, underground fuel transport lines, and fuel dispensers with concrete support pads. The addition of a 25'x14' convenience store to assist in management of the facility is also proposed. Please indicate below your agency I s position or viewpoint on the proposed project and return this form by April 18, 2004. If you have any questions regarding the proposed project, please contact Stoney Mathis at 910-395-3900. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845 Phone: 910-395-3900\Fax: 910-350-2004 \ Internet: http://dcm2.enr.state.nc.us An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT I. APPLICANT'S NAME: M. Randy Greene 2. LOCATION OF PROJECT SITE: The applicant's proposed project is the Topsail Island Marine and Fishing Center to be located at 912 South Anderson Blvd. in the Town of Topsail Beach adjacent to Topsail Sound in Pender County . Photo Index - 2000: 25-324, M-N 8 1995: 25-307, L-M 19 State Plane Coordinates - X: 2412934.992 Y: 226793.386 1989: 4 17325, G-H 4 Rover File: P021721A 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/20/04; 02/17/04; 02/27/04 Was Applicant Present - 01/20/04 - Yes; 02/17/04 & 02/27/04 - No 5. PROCESSING PROCEDURE: Application Received - 01/30/04 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Pender County Land Classification From LUP - Developed with Conservation in the AEC (B) AEC(s) Involved: EW PT ES (C) Water Dependent: Commercial Docking & Fueling Facility - Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing - On site septic system (F) Type of Structures: Existing - Warehouse consisting of show room, service department, and boat bays, gravel driveway/parking area, fenced boat trailer parking area, 55'x22' boat ramp with associated launch pier, sea wall, fmger piers and mooring pilings off of sea wall Planned - 10 slip commercial docking & fueling facility. A boardwalk connecting to a 10 slip docking/fueling pier and boat ramp launch pier. The fueling system would consist of UST's with a concrete cover, underground fuel transport lines, fuel dispensers with concrete support pads. The addition of a 25 'xI4' convenience store is also proposed. (G) Estimated Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED ()THE~ (A) Vegetated Wetlands N/A (404 & Coastal) (B) Non-Vegetated Wetlands 5,725 sq. ft. (Open Water) incoroorated (C) Other 1,908 sq. ft. High ground disturbed (D) . Total Area Disturbed: 7,633 sq. ft. (5,725 sq.ft. + 1,908 sq.ft.) (E) Primary Nursery Area: No (F) Water Classification: SA Open: No Randy Greene Page Two 8. PROJECT SUMMARY: The applicant proposes a 10 slip commercial docking & fueling facility. A boardwalk immediately landward of the existing seawall wo~ld connect to a 10 slip docking and fueling pier as well as a boat ramp launch pier. The fueling system would consist of UST's with a concrete cover, underground fuel transport lines, and fuel dispensers with concrete support pads. The addition of a 25'xI4' convenience store to assist in management of the facility is also proposed. 9. PROJECT DESCRIPTION The applicant's project is located at 912 South Anderson Blvd in the Town of Topsail Beach adjacent to Topsail Sound in Pender County. To find the property from Surf City, travel south on NC Highway 50 approximately 7 miles. The Topsail Beach Town Hall will be <?n your right. Travel another 0.2 miles and the project location is located on your right at 912 S. Anderson Blvd (NC Highway 50). The property on which the project is proposed is 0.65 acres, approximately 100' wide by 280' deep; the property is adjacent to Topsail Sound and is about 7' above mean high water (MHW). The existing development on the property is Bush's Repair Center. To the southwest side of the property, from S. Anderson Blvd., there is a fenced boat trailer parking area, followed by a warehouse structure. The warehouse structure contains a show room (28'x36'), followed by a service department (48'x32'), and fmally a boat bay (30'x34'). There is an area of sand and grass that extends along the southwest side of the property behind these structures. Several UST's were once located to the northeast of the boat bay portion of the warehouse structure. There is existing contamination from these removedUST's; the process of monitoring and cleanup of this contamination is ongoing. There is a gravel drive/parking area on the northeast side of the property that leads to and includes an area behind the boat bay portion of the warehouse. The gravel drive also leads to a 22' wide concrete boat ramp at the north corner of the property that is enclosed on both sides by an existing sea wall; the sea wall runs along the entire waterward edge of the property. There is a boat launch pier adjacent to'the boat ramp and several fmger piers with mooring pilings adjacent to the sea wall. To the southwest of the boat ramp and between the gravel drive/parking area and the sea wall, there is an area of sand and grass, much of which is presently used for parking boat trailers. The MHW comes to the sea wall and up the boat ramp about 24 feet. There is no marsh, only open waters, on the waterward side of the sea wall. Topsail Sound is about 1300 feet wide in this area. The waters of Topsail Sound are classified SA by the North Carolina Division of Water Quality. Topsail Sound in the vicinity of the project is Closed to the Harvest of Shellfish. The waters of Topsail Sound are not designated as a Primary Nursery Area. PROPOSED PROJECT I .. The applicant proposes a 10 slip commercial docking and fueling facility as well as the addition of a 25'xI4' convenience store. The applicant would eliminate the existing pier/docking structures; the existing boat ramp and sea wall would remain. A 6' wide boardwalk would be located immediately behind the sea wall; the board walk would begin at the west corner of the boat ramp and would extend about 60' to the southwest. The applicant would install a new 30'x 6' floating structure along side the boat ramp to assist in the use of the ramp. Also, a new 10 slip floating dock would be constructed; the new dock would originate about 50' from the west corner of the boat ramp. The 6' wide pier would extend into the water to a distance of about 145' from the sea wall. The first sixty feet of the 6' wide pier would be dedicated strictly for docking vessels for fueling purposes. The remaining portion of the pier would be used for fixed docking purposes. Six 3' wide fmger piers, three on each side of the 6' wide pier, ranging from 20' to 30' in length would be constructed to create 10 slips. The slips would each be about 15' wide. Water depths within the slips would average approximately 3' to 5' at mean low water (ML W). Seven mooring pilings would be added to provide additional tie offs for the docked vessels. The existing warehouse structure consisting of show room, service department, and boat bays would remain. The proposed fueling system would start with one 10,000 gallon UST for regular gasoline and one 12,000 gallon UST compartmentalized for 6,000 gallons each for Premium and Diesel. The UST's would be located along the northeast side of the property across Randy Greene Page Three from the existing warehouse structure; the closest point of either of the UST's to the water would be about 60'. A 65'xlO' concrete pad would be placed over the UST's. Fuel transport lines would be installed to connect the UST's with the fuel dispensers. The fuel dispensers would sit on concrete pads, 4'x7' and 4'xlO', located just landward ofthe boardwalk at the juncture with the pier. Reel dispensers would be used to fuel vessels at the dedicated fuel docking area. The applicant also proposes to add a 25'x14' convenience store to assist in the oversight of the facility. The convenience store would be located over the location of the removed UST's, the source of present contamination, to the northeast of the boat bay portion of the warehouse. All impervious and pervious areas would remain as impervious and pervious, respectively, with the exception of the concrete fuel dispenser pads, 4'x7' and 4'xlO', being located over an existing sand and grass area. 10. ANTICIPATED IMPACTS: The upland development would disturb a combined area of about 1908 sq.ft.; this includes about 650 sq.ft. (65'xlO') for the UST's and concrete covet, 500 sq. ft. (5' x 100') for the fuel transport lines, 68 sq. ft. (4'x7' and 4'xlO') for the concrete fuel dispenser pads, 340 sq.ft. (6'x58') for the boardwalk, and 350 sq.ft. (25'x14') for the convenience store. The total impervious surface coverage within the 75' Estuarine Shoreline AEC associated with the development would be 48 %; this represents an increase in impervious coverage of less than 1 % over the amount of existing impervious coverage. This increase in impervious area is due to the addition of the concrete fuel dispenser pads adjacent to the boardwalk. The proposed 10 slip docking and fueling pier and the proposed boat ramp launch pier combined would incorporate about 5,725 sq.ft. of estuarine waters and public trust area. Minor increases in turbidity can be expected during piling placement. The wastewater treatment would be handled through an existing on site- septic system. The drinking water supply is provided by the Town of Topsail Beach. The applicant has applied for a State Stormwater Permit from the Division of Water Quality. Previous permits for the site include two CAMA permits GPD20333 and GPD16245 for a bulkhead and a pier, respectively. Submitted by: Stonewall Mathis Date: March 24, 2004 Office: Wilmington APPLICA TI~A~~.~~lEV1 cr. he.....pIolod by 011 appII....ts) D/V/S/ J1)J COASTAL ON OF MANAGEMENT b. City, town, community or landmark TnD~~;l, T~l::anrl Rp~("'h - C. . Street address or secoDdllt)' road number 912 S Anderson Blvd . Form DCM-MP-l I.. APPUCANT a. Laodowner: Name M. Randy Greene Addr~s 912 s Anderson Blvd City Topsail Beach State NC Zip 28445 Day Phone (919) 818-4972 Fax (919) 471-5912 b. Authorized Agent: Name M. Randy Greene Addr~ 2 Hunters Green CT ~ ..., '11' t-- City Durham State NC Zip 27712 Day Phone (919) 818-4972 Fax (919) 471-5912 / c. Project name (if any) TOpSAi 1 T S 1 and Marine and Fishina Center NOTE: PmrriI wUl N iDwtI ill...., .~,), twIIt1r ~t:I__. 2. LOCADON OF PROPOSED PROJEer a. County Pender RnIIed 03It$ d. Is proposed work within city limits or planning jurisdiction? X y~ No e. Name of body of Wiler nearest project (e.g. river, crect, sound, bay) Topsail Sound 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List 111 development activiti~ you propose (e.g. buUdina a home, motel, marina, bulkhead, pier, and exQ'Yltion and/or filling activities. Renovation of existinq dock svst~ and new installation of fuel system gasoline/diesel . b. Is the proposed activity maintenance of an existing p~new work, or both? 80th c. Will ~e project be for public, private or commercial ~? Continuation of commercial use d. Give a brief'description of purpose, use, methods of construction and daDy operations of proposed project. If more space is needed, please attach additional plies. Attachment DCM-MP-l-D " · A copy or the deed (with state application only) or other instrument under which the applicant claims tide to the affected properties. If the applicant is DOt h. How is the tract zoned by local government? claiming to be the owner of said property, then B-2 Commercial forward a copy of the deed or other instrument uDder which the owner claims title, plus written permission i. Is ~e proposed project consistent with the apPlicab~ ~ ii1lt!! to carry out the project. zonmg? ...!..- Yes _ No ~ 'lJ ~ ~..., ~ cmfIl"*. lIappIltJtJbk) accura ted work plat (mcluding plan view ~~ss drawings) drawn to scale in black j. Has a professional archaeological assessm JAN '3 \b1tu on an - by 11- white paper. (Refer to doDe for the tract? _ Yes -L N \~\R~ Cl'mmission Rule 7J.0203 for a If yes. by whom? O\V\S ~~~dn.) . COAS1AL M k. Is the project located in a National Relistered Please note that orilinal drawings are preferred IUd Historic District. or does it involve a National only high quality copies will be accepted. Blue-line Register listed or eligible property? prints or ocher larger plats are acceptable only if an _ Yes -L- No adequate Dumber of quality copies are provided by applicant. (Contact. the U.S. Army Corps of Eqineers regarding that agency's use of IlIIer drawings.) A site or location map is a part of plat requiremeots and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the Form DCM-MP-l 4. LAND AND WATER CEUUtACTERiSTICS a. Size of entire tract .65 Acres b. Size of individual Jot(s) Lot 11 .32 Acres Lot 12 c. Approximate elevation of tract above MHW or NWL 7 it d. Soil twe(s) and texture(s) of tract Sand&Gravel e. Vegetation on tract No vegetation in areas inpacted by the proposed project. f. Man-made features now on tract One Dock. one Repair Center g. What is the CAMA Land Use Plan land c1assificatiOD of the site? (OJftnIlt tJw I<<:tIl '-l '"~ pita) _ Conservation ......L- Developed ~ Rural _ Transitional _ Community _ Other I. Are there wetlands OD the site? _ Yes Coastal (marsh) Other If yes, has a delineation been conducted? (AtIQda ~ II tItIfIIiIIIb/e) . -LNo Rmsed Cl3I9S ,J m. Describe existing wastewater treatment facilities. Septic Tank on site for waste water treatment D.. Describe location and type 01 discharges to waters '. of the state. {For example, surface ronoff, sanitary .33 wastewater, industrial/commercial eft1uent. .wash down. ~ l'elIidential discllarges.)st:nT'm W::lb>T'!:: are dlscharged to a NC DOT right-way drain system o. Describe existing drinking water supply source. City water sup~lied by the town of or Topsail Beach 5. ADDmONAL INFORMATION In additiOD to the completed application form, the following items must be submitted: Ii Form DCM-MP-l site. Include highway or secondary road (SR) numbers, landmarks, and the lite. . A Stormwater CertiOcation, if one is necessary. · A list of previous state or federal Penntfs issued for wort on the project tract. Include permit oumbers, permittee, and issuing dates. N/A · A check for $250 made payable to the Department of Environment. Health, abd Natural Resources (DEHNR) to cover the costs of processlDg the application. · A signed AEC hazard notice for projects in oceanfront and wet areas. · A statement oJ cempUance with the N.C. , Environmental PoDc:y Ad (N.e.6.S. 113A - 1 10 10) If the project involves the expeuditure of public funds or use of public landS, attach I statement documenting compliance with the North Carolina Environmental Policy Act. . , . Rmsed tJI95 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this app~ication will allow only the development described in the application. The project will be subject to conditions and restrictions contained ;'1 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 Stale and federal . review agencies to enter on the aforementioned lands in connection wlth evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the Information provided.1n this application is truthful to the best of my knowledge. This is the ~iJ daYOf~.ii~t1t ::~!l;;f::~~ lANIDwMr or A,,,,, . Please indicate attachments pertaining to your proposed project. _ DCM MP-2 Excavation and FDllnformation -*- DCM MP-3 Upland Development ..L. DCM MP-4 Structures Information _ DCM MP-S Bridges and Culverts _ DCM MP-6 Marina Development NOTE: PIetIst sign and dott tilch fIltachment In the space prOvIded at the bonom of tach form. REJ?N~oI~ED DIVISION OF COASTAL MANAGEMENT Form DCM-:MP-3 UPLAND DEVELOPMENT g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built-upon surfaces, such as pavement, buildings, roofto()s, or to b~{;'r . j. Dete vehicular driveways ~r parking. Yo E:J("stt~ (Construction and/or land disturbing activities) Attach this form to Ioint Application for CAMA Major Permit, Form DCM-MP-l. Be sure to complete all other sections of the Ioint Application that relate to this proposed project. a. Type and number of buildings, facilities, units or structuresj)roposed Underground gas tanks InstalIat~on of temporary ~V8Ri~ stor~. b. Number of lots or parcels 2 Lots c. Density (give the number of residential units and the units per acre) No residential units d. Size of area to be graded, fIlled or disturbed including roads, ditches, etc. 3200 Sq Ft 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? Yes N/ A No If yes, date su~mitted f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. Concrete pad around fill area for fuel.storag~ tanks Revised 03/95 h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? Yes X No If yes, date submitted Describe p,roposed method of sewage disposal. Septic System j. Have the facilities described in Item i. above received state or local approval? Yes (Attach appropriat, dccummtation). k. Describe location and type of proposed discharges to waters of' the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). ~it~r~ of th~ ~tit~ ir~ di~~ha~~~rl to aNC DOT riQht-away drain system 1. Describe proposed drinking water supply source . (e.g. well, community, public system, etc.) City water supplied by the city of Topsail m. Will water be impounded? _ Yes ..1- No If yes, how many acres? n. If the project is a oceanfront development, when was the lot(s) platted and recorded? N/ A D , JAN 3 0 2004 DIVISION OF COASTAL MANAGEMENT Form DCM-MP-4 STRUCTURES (ConstnJction within PubUc: Trost Areas) Attach this form to Joint Application for CAMA Major Permit, Form. DCM-MP-I..Besure to complete all other sections of the Joint Applicatioil which. relate to this proposed project. a. Doct(s) and/or Pier(s) (1) '*- Commercial_Community _ Private (2) Number One (3) Length . 145 ft (4) Width ~. tt (5) FiDger Piers ..1L. Yes _ No (i) Number 6 (ii) Lenath. 1 @20' 3@22' 1 @25' (iii) Width 3 f t (6) PJatform(s) _ Yes ~ No (i) Number -.->_.' .. (ii) Length (iii) Width (7) Number ofslips propoud 10 slips (8) =~;l~~e~~j~~~ (9) Widthof water body 1 00 f t (10) Water depth at waterWard end. of pier at MLW or NWL 8 ft b. Boathouse (mduding covered lifts) (I) Commercial Private (2) Length (3) Width c. Groin (e.g. wood, sheecpile. etc.) (1) Number (2) Leogtb(s) d. Breakwater (e.g. wood, sbeecpile, etc.) (I) Length (2) Average distance from MHW, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands Rmsed G3I95 1 @3 0 t. MooririgStructW'e(b()ldl~ m60I'in&Pilinp, etc.) (I) ..!.. Commercial_Community _ Private (2)Number 7 (3) Uajtb (4) Width e. Mooring. buoys (I) ~ Commercial_Community _ Private (2) NUmber (3) Descrlptlon of buoy (Color, lIlScriptkm, size, anchor, etc.) (4) Width of Watet bOd .' .... .... y (5) Distance. buoy(s). to be plaCed. beyond shoreline g. Other (C1Iw ~~) ~c~ J4A, l[p>~. C F'J /l) 0-1SllvlS () <tJ.f)~ ~( 4?/01\1 ~ 1\1..<1 0;::- 012'41, ~1\1l'" Attachment DCM-MP-I-D Topsail Island Marine and Fishing Center is proposing the following changes and renovations for the spring of2004. Renovation of the existing dock system, installation of in ground storage tanks for a fuel system, and installation of a temporary marina store. The renovation of the dock system will be used to provide additional slips available for the community to rent out on a nightly basis and to provide a safe environment for fueling boats on the water. The construction will be with certified floatation, strong aluminum brackets, and treated lumber for the decking and framing. The docking system will be anchored by in ground pilings. Dale Merritt a local dock builder will be performing the construction process and has been responsible for several dock construction projects on the island. The in-ground storage tank system will be used to provide the island with an on the water fueling center. Two tanks are being proposed: a 10,000 gallon tank for regular gas and a 12,000 gallon tank for 6,000 gallons of premium and 6,000 gallons of diesel. All in ground storage tanks proposed are double walled and coated with a special protectant. All piping is also doubled walled and coated with a special protectant. A state of the art interstitial monitoring system will be used to oversee and regulate the entire fuel system. Jones and Frank out of Raleigh, NC is scheduled to complete the installation process. A small 25 X 14 temporary building is planned to oversee and collect fees for the entire marina operation. Leonard, an industry leader in producing this type of buildings will complete construction relative to North Carolina building codes. The building is 130 mph wind rated and will be anchored with hurricane tie downs. Leonard will also be responsible for the installation of the building as well. RECEXVED JAN 3 0 2004 U DIVISION OF COASTAL MANAGEMENT FROM VENTURE ENG PHONE NO. : 843 347 5851 Temporary Convenient store Mar, 07 2003 08:34AM Pi 15/J2" OSS SHEATHING w.'1 ASPHAL T SHINCLES O'w{R 15/ / SOAURE m IJd N"'L$ 0 ." D.C. (rna:) ~ flRST 8'- &d N,t./LS 0 12- o.r:. (FIC/.D) FlElD FRAMED RAFTERS 0 2... O.C PER CHAPT!:R 2309 Or ltiE: 8VIUllNG COOE. .~ I "SIMPSON" - tHO FELT pN>fR HVRRICANE: CUP -....... o 2." a.c. ("'AX !"\"P.) - I '- ! '_'"~~"';'" ~ (2) OUTSll)t , ", \ BAND !OOND AN/SHED GRADe , "~, ~);:"<~">>, >:./" )( II" P. T.P. 1lUDSfU. ~>(<~~/ ;~~~~~,,~~~~~~~ ~/~", S" ~A"mR E~TH SCREW ~...... /:/~~~~~~~~>'<<'~~~~"0c~ ANCHOR 6 FROU EACH END ,>>/~/i;:.v*/-x:.." >sb ~ uv~' i""- ","- ,..,,,- . Of' smuC1\Jlt[ AND !:'OY ", / // :/ /." :/.1 :/ .I. , ' ,,/'X'./.' 1\ :/ ~-~(~:ifw~~'~~P!R WoAlL). 'Yo,""" ~ ~ ~ >'J),.:/J' EJ.f8f1)tlENT D€PTI1 ,;,0" /1111'1. . ~ /, 'II/ 1/2" SCREW SHAFT OIA /.. ')"01. /!!ID ~ e.. E(,6T'" WN) ~ ~ It>.ll 3 C."", LEUNARD WILV/N6S 0\ \J \ S \ 0 ~~ 1\ ~ ~ MEN ~7!P 11fMl'r~ t.t(;RL . nr.\ A.$\~L \V:lp..\~;-\ y,Q;P ~ 6r~ ~ G\ TYPICAL W~ SECnoN \!::y SCALE: 1.""'"-0. ,'/J2" OSS SHEA THlflrC /." T lit G PlYWOOO SUBFl.OORINC MARa1 ~, UJO' fIR!'PIR!P fit: 1rtMLRE~. ~ 74 I1fBt1WAY !Of ~ &JMNAY. ~ "ItJfiU ~)~I l?eIE l'l-"I5 "'" ~ Mt! llIItI ".,."...p ~~~~~~~ ~~ (/It".. F-I FROM : VENTURE ENG PHONE NO. : 843 347 5851 Mar, 07 2003 08:35~M P2 Temporary Convenient store " 4M~ 12'-0" ~I r-4'-B" 4'-8" or --- 5'-4" ~~1'-4" & 24' -0. (2) 2" HI' lRf:A 1tI) kNoI o 6'-0. "'- 5" OtAMnr.R EAIfTlf smEW ANCHOft ,- F1tOM E:ACH END OF STRUCJ'l,IIl( AND EVERY IS'-O" o.e. ALClNG EACH . DfJDfIOR WALl. (WI. 5 PE:R WALL). ENIKr1NENT DfPTH Ja- MIN. W/ '/2" ~ SHAFT DlA. II- X fir CMU o 5'-4M o.L o ~. FOUNDATION PLAN . F-l - SCALE, '/.-tt t "\~~ ~ ~t\~ ~ \\ 1..'U'Ub.. ON Of 0\\1\5\ ~H\GE.,,^ p., S"\ p., '- "^ p., "" ~ t5E&. 6(,J!iT WW R:SIeN LEONARO W1LOINE6 ~...,.~ PfIU'r~ ~ ~ f'RIM! t1T~ ~ MAR&H~,2Q~ NCP",. W::Nl'lR!~ tt:.. 74 /1/fItfWAY' fI:lf &;Sf e4NNAY, ~ ~ (8oflJ) ~ .nf2 ~ NIl ~ WM! lIB! ~ ~y fR I.I!E " l.6IIMIP ......... Mr. NIf:r. NIl., fHI ~..,. ntIf ~....... tEiIL MI ~ geT l tlf',~ F-Z FR()1 : l..iENT~ ENG PHONE NO. 843 347 5851 ." emporary Convenient store Mar. 07 2003 08:35AM P3 2>f. /H$TIoU. LSTA1lJ EJ,CH....GJDE QF. ~ .~~ . THAN 4' A1 11lP 1'tA1E'AcR<l$s~;~';.iAot. Snio.. ~.:It PLAJE. . . [. ., . '.' . 25. f1,(;lC)R FJWMHO. . a:JUtjC FI'A~ AND R~ SMiJ,J.. Be. FRNlEI> ,N Act;OItO~ 'MlH. 7IC OOOE AND THr ~M'A lifIAN T.aats. '1 AU. WOOD WDlBERS usm F'OR IMAClNG It HEADERS ~' .. SHAU.. K 12 S'tP A r ,,~Woe. AU. LUMBOt/N DUfCCT ",~~w.' .$TAIRS. LANQIHO$... AND ~ SHALL fIE ~smueJ!'D eoHTACT wr1li M"SQIIRY. SJEn J,ND ClON(;1fI:Jt SHALL ,1'~~"\J.'.... .... . il!cZ..-nf ~ ~ ~ ANZ).~lED ~c"Ct. It """"" JRCA"" .00 "'" .....- !~, '... ~ \'~~i~ "11~'~N" 6S 13. AU...ooo MOI8OtS IJSED f'f# fI(MONC. S1tID$. mP ~ :. . f. . .. ~J.',~~;":'" ..~r. ,.. . . . ;:" '.~.'....'" ......,.~M. ..i"f:i...\'l:.........,.. fIlA TES AND BOTTtJM Pl.AJES 9(AU. lit P Bl'F. .~ . t , ., ~ ~.i,~~~I;~ ,... ut4ESS OTH'tfWlSE HOTtD. ALL. UHITS or ~ .,1'. .....1 ," '.~.l ~'t: . .' . . :so::.:;~ :g~~~.H~I.~~.t'.~..~..~"'.,/"[i< ~..(I.,')/!!7'J ,.AHDED ~G. ,6U tIOIfTAtf !HALl fIE. 1lf'( $ .' iI..'C.lit@~~\.,~r ~ 1& AU. w:w Flll. IIM1UaAL $HAU. ~ ~;!H..:"~. .~. ~ 11. ~ ~ ctNP,f,C'1r:D TO lNIS OF n"5'~ipRY':' ~~ ,ACC(lRI)AHQ' WItH A.s,1:W. o-aa. . ~\)~ .i~~ .~ ~.~ ,. .' .'~: ~;..-;.,,....;~':.,~,,:,:. ::.~:;.. " .1 t>o.\.'Or........ ..., '. ,,~ .-. ..,..:,'" . \~- _.j~. ~;. :.1 .~, -,:-.,.,:~!:'!~.'-;~:..-..I: CO~S\ p.,L \\A~ ~~,~ 1. IN C).SE. oF Dr5Cfl(PANCY IN DNaiSlOHS OR DrTM.$ M~ THE' STRUC1\IRAL DRAIltNGS, CClNrACT lHIS 0l"Pll%. 2. .4L..I.. IIA TVl~S USED ..-ClIt CONSlRUClla-o . ~. DtTAJUNG.f~"'1lON. AHD 'NSTALLA1IOH SHALL r;ord'ORIIlltll'f API'UCNJJ..E: ~r CXl<<S NIfJ sT,ANOAROS, LA TFST EDl1lONS. " AU.. srCll(WS AND DETAILS ARE 1)'PIC,AL ...r !iiIJIIJJ' Ll:JCA TIOHS AHa Ilt'lENf Al'PUCABLE.. 4, D/AAfNSQN$ USED FOR CON~ SHAU. BE OOTAlHE:D ~ TtE' ARCPfIrrCTURAL PlJI,HS [I((SPT \WDt 5. CCWllMClDR StfALI. PROlll<< ADEQ(M Tt BRACWG AND 51401t1HC f'CR "'U IIOfSERS DUlfSNC CONSTRUCTIf)N ,lHD SHAU. oc ~$POHSIElLE FOR AHY 'AIUJR(S AHD IWlAllES 'OlE TO ~ l.ACIC OF SUQf. It. ~ TO lHE MCI'I,.'tCllJRAL DRAlWtOS Felf. FIMSHtD I'1.DClR CLl:VA nONs. CM4J COUISNQ. FLASH/HG. DlWHAGt. fIltC PROOfING, w.& IDt PROOF/NC. AND oTHER <<TAIlS NOr SHOllN ~ 7H!JlE DffAM'4G$." 'T. NO NON-STAttIO.'IlD UltADS oR rCJAPtl&NT SHALL II€ !oPf'IJDJ ON ST1fCJCYURAL MDIIIQtS UNU5S THa 1M &. FOOnHCS: .. A. FOOJ'IN(J 0ESKiH IS SASCD ON z,QOO P.s.F. SOIl. lfrAMtD PRESIICJRt. 6. ALL FOOTINGS SHALL DfT(ND DOItN TO SQUD BEARtHG II...JE'RIAL. ~ OF ELrVA1'KWS ~. t. AU FOOJfNC ANO .w. ~T SJfALL 8C AS, T."" ...-115 GIfA<< 10. A. ~TM. AS fG '~tU. SPEC'S 8. IlAwrNH so .....,., CO~ ON ALL FOLNJA1lOH ,0. SlRVCTURAL IJU) MIS(:.. S1m SHALL t;OI#DIftJ TO WV' A.....JII ~1JCNS, a 'AlJRlCATlOH AND DfEcmOH AS f'(1t A.'-s.c. sPEC'$. 11. CONNtCnoNS · A.. SHOP NfD f1W) \fC&.Da>. B. nnD SOl TS SHALL tIE HIOI ~7H u.N.a. C., 18. ROtI<)VE: AL.l AAAJ'DlfAL catTNNWC ROOTS AND OTHER ~ AAAJDIAl FROfI JH~ FOUMMTfOH PAD. '7. ll'OOO mvsstS AND ~8MX 11ES SHALL <<tf-lSTAUED IN ACCOfll),ANCE IIIlH 1JIr tUHUFACTlIRERS ~CFJeAflOHS. u~ o~ NOm>. ON THnI'.~ I'ftE:-E:HCJINrCPffO TRlJ$SfS SHAIJ. ~ ON ~ StICA 1Hm 'iiAU.1J 1I4Ar ARE DEilCNED TO~r1lfi".~~.FROM >>IE mu~ . TR\JSS6 SHALL HOT B€ DrSlONI;'D 10 'J'RAH5lIrR' LOADS' ro w'iPotf w.&US wmtOUT IIOOO'lCA noN . OF' ~ I'f.NIS ro SlJPflt\'C1 fIoICS( l.DAOS. 111. ALL IrfA7ERIALS BELOW s.FL SHAI.I. BE FlOCX1 flal$TANT . AlAJERfALS ~ ~JED ""maALS). 111. al/HlWUII <<S/OH ~ n.00ft: UYC LOAD - 40 P'IF D&W &.00'D - 10 PST ROOF: UIIE ~ - 20 PSF OENJ '-DAD - '5 P:iF IltHO Yfl,0CITY: 130 W'H-J SEC. GUST WALL DEAD LOAD: 6.50 PST 20. St4EA'fHl/o/C H.AJl.$ SHAll BE .1"'- stWtIC Bd COUI/CIH ~. ,6U smuC7tl1UL lIWSER 511ALL BE HAND HAILlJ) AS snc;lf1m IN rAaE .2.J08,.1 (7 THE ClXl& 21. IltNO NIJ FtMIDAnaI tOIGH ~ LON:lCHG IS BASEIJ 011 !WE' 2IlClO INmtNA 7IOHAL I\JIl.DIIO COQE. IIN) I.OAftIrIG AHO CQIG'JII\IC1JCIN DCTNUN(; """ c;oNSfJtIICJ/QN "tw II ROOF aQ'lt OF 71'2 Off r.ESS IS ALfIJ lASED ON TH[ S$1D-'O-.'" $7fftIC~ IiWm ftOtJF I'fn:H IN 0USIi (Jf' 1':12 1fAV!' M'IJ ~ .... ~ 1HE AlICE 7-N. 2.2. s&:.4",S AND ~c&:AlER 1JfAN a'-o. IN sPAN LENGTH SHALl.<< ~~T,U0>4END BY HALF 1HE NIJNBlJf OF S'1\JDS ""'CIt'~HA~ ,iEE.N lOCA1F.D IN II W.w. ~ OF 1Wl ~llIlQ1W (EC,';"A GARAGE' Cl'iNIHG OF II' IltUD ,HA~ . S7W$~1JHG rN:H END. 2J. INSTALL $PtCIFIEP N4()<<)RS ON B01)4 $ID€S. OF SA.lTS IN BASE ^" n: 4 fa. RCWvr IW. "A~ CX1NTAI4WC ROOTS AND OlHER U~ .,AlDlIAL FROII JHtFOtJHClA ON I'M. '7. .000. mvS5tS AJ.D 5T1tONG-JAO( llfS JALL Bt tNSTAu.E1J IN . A~CE lIUH mi.~ACnmERs ~OFlC:AnciHs. I UNtJ!SS. O~ ~IED. ~ ~:~ IIftf:-DKJIH(~ i = ~~~T~~' .SflCAn: ::-S~AT ~ ' ~,w. HOT B€:~ iO~~~' .. ro IH~ ~ WfTPfOUT ~noN'ciF tH~ Pi.AAS SlJPPlJ'Cr ~ LiMDs. I ' 1a. ALl. "'Al00AL(BD.OWaFL SHoW. BE Fl.qoo fl't.SI$TANT . UA1DlrALS (PRESSlJRE. 7JlPJED "" ma,uls). 111. UIHI~ O(SIQH ~ ~ n.OCR: UVt: LOAD - <10 r-r!iF I.""" - '0 PSI'j ~ U\f: LON) - 20 PSf LOAD - f:i p:jfj I ll&HD vn.oam 130 Ml'H-J SEC. CilIST I WoW. orAD L(WJ: 6.50 PST. i r . 2Q. $l4V.fHJNO N~ SHAll. 8C .131. stIAMC ~ COIAICW ~. ALL S'TRUCTV/W. 1WSER 9f.4LL' BE HAlf rAJLl:D AS $P'(c:rmD III TABLE 23l'JS, 1 Cf' >>IE CDIl& i I . 21. IIlNO INJ FI'MllMncw tOIGN .IJlIO LOADCHG /$ 8A!IE1J 011 1)tF: 2DllD /Hf(ffNA1lOHAL ffrl caJE, llN) ~ AND CClHS'JIIlIC1lON DE:TNUN ff1It CCNSIftUCJICJN 111)4 A ROOF SL~ OF I 1112 Off I,lSS IS ALJJl) usm ON THf 10-,"- $lllUC7IRJl Mlm ffQtJF Pln::H IN DCtSI! (JI' 1:12 HAW: O. ALL. F007IHO 'AND .w. ~T SHALL BC M'lD IJJN)INQ 8,ASPJ tIN 1HE' AD' 7-u.1 '1 I A.s.r.AI. 10-115 GIWJt 10. 2.2. &:A1td AND ~~lER 'fP(AN S'_po iN .~ /.rNG1H A oti~ IASP!It.....CU. SPfC'S SHALl. B€ ~ ."r 'r,&OoI'f}JD BY rALF "/HE NIJM8l1t a. "'AWfNN so IIIfHIIIUII COw;:R ON AU. FOUNDA1IOH OF STlJDoS W1lcll:"~ kAvi:m L~im IN A w.w. 1 I ~: OF' ,wi' ~~:~n( (E::c:.i:A GARAc;t OPiNINO Of' I '0. s1mIC1lJRALIAHD toQS(:..Slm SHALl. COfIORfrI1O II' I'DULD HAK". '$1UDS:~1JHGl ~ EN/). /oSTW' A",:~~1)ONS.'_ ... . . . . '1 23. INSTALl. ~~El,);';~~~j~. OF ~75 IN 8AE 'PLAn:. & '.-.,_ AND __ AS "'" ALS~ ....c.. .......... ':"TMf~;~,i'~'~"".~ ..I~, I cONNECTIONS: ~ RlP PLA1t "Cfl(l$$~IS1W,;'.AlCI(,~'~';I:PLATE. 11. A.. SHG\P~DFUl.DgLDfD. l' '. ..;....:",l:.:: .....,'f..,.;..:..:.n, ' B. nno Ba.1S SHALL tIE rllOi ~7H U,N.o. 25. FLOOR ~..t:fJtJHQ FRA".".o AND t.~..~ aE fRAMfI>. I IN A~~"MJH. TffI OOOE AND AFIiPA flIAN r4ts. ,,. All. WOOD tAE.WBERS lJSIJ) F'OR BRAQNG I: 'HEADERS ~," .:~_ ~ AND~ SHAU. 8E'.C{lNsmJem,' . SHALl. 8C 12 STP A11~ /l.Co All. l.lAIBf)f.~.DlMCT . ",~~'W., . . ,.... \ .' .,' .'....:.' '1 ,.j eoHTACT ~nl IoIASONRY. 57En AND ~1t SHAU.. J~~~' "; ". .. ~' .. .~ CI ,-.:rw. RE"5 ~~~lED ~CTlce. It PRESSVR& m!AJED.1O c:c:A WA1ERIJL . ;: ~itP, . tON""'. .... .~. . :,.' .~. ~.. .' .~. Wl9l~ : i 5.c: '~'" '.~\' ',\ .. ...,.}:z;:.:.:~":~1t?,rtr{ " 'il; 11~:,r'?IN" 65 11 ALI...ooo ,,!OJIWtS IJ5ED FUR fIflADNC, ~'rDP:: . :.':" f,. ~ :: ..~;1f0~~,~"",,~, :~r;.:i.. . PlAl'IS NiD BOTTOM PLA1[5 SHALL 1ft ~ Ef'FO -'., '1,., ..... . .' "" . ~.. ." ........~..... I . ... ...... ',,'~ ..~r,'~ 'l!l'LI'Iff'~ .. .M~ 0"".........,. N"..,.ft ALL. UHITS.-'~-' ..';~ 1 '.'~'.:' '.n. o. ,'t: ..: .:: . . :.. . :" ~.: '.. , 1... u;~;:;,": BE' ;;;;;'llEJtiIlT>~~.: PcJf;....~~i.;'~1.~. :~~~j. ,.~.....i',~.~.'Stl~~:.I.. . .: . ....l~'/.:~:.../J,.f:..U2.O'-.I..1 I /NO 10 A.s. T.IoI, C-Slo.. T'tf'E 1, C11fA<<~ N;.;1;:"-"",~ ~. -:1fr.., '. ..\.'.~"\"'\.~~. :00.-.' .J~.J! .. - ,.AHDED SLAG. ~ MORTAtf 5CAU IE~.'. '~$ .'. . ::.. ~;. ~/S.~;~~~ . ~ ' I '. '. .'. ; .lt~t. ,.~~~. ~ ,& Al.L Nf;W FIll. ",...maAL SHALL ~.n:-.'!5fJ;';I/:I.......:.':fjJ'::i" . .~. . . ~ ~ CDlJPACTrD TO IIU (IF' n"!r:~.,!DRY'" ~~ '. .. ,,~ lM1W AS.T.AI. ~ . . ...... .:. , . ~r.nll ;".:" '. '. ~.;;..'. I . . ~ .UU'" .":; ..:;~. j~\..\~\i. ....,~ '" ->'~';. t"\' . '. . ...'",,,. '. ." . . ,. t.. ' . . .IV'" .1.:. t ~l" :~ ...tj'* I,:...~.:-:..~~b~ . .1,.., r. .:' I .!~ I.:' .:'i, .... . .4.'~I" r " :...:.<.' ..,'. ~..'~t:'" ~~ ";".:' /~...i~~. .t;>/;:!: ::~:..;~::.;.: :f:t!}.'t'l:' . ..': ';..::"; '. :'. siiX~ M~, ..:"'~ ..' . CO~ .... . . .. ..', . : ~:.:. :. .'.. '. .:. .' ~: '. . . :.....:. ': I I FR()'\ : UeNTLRE. ENG I . . . !emporary PHONE NO. Convenient store = I I~~ I 1. IN CASE of DlSCRCPANCY IN ~SlOHS OR DE:T.All.S Mllf mE S1mICTVRAL ORAMlNetS, ~rACT lHIS lJ'PlCf'. 2. .4LJ. 1110 Wl..-LS I USl:D Fall CONSlRtJCTlfW . IJ($I{';H. DrTAJUHG. .FN1f(ICAnON. AND INSTAU.AnGW SHAll. COtdORII "'Yl'f I APPUCABL.E OJIlIf(HT c:coES AND sr,aNDARO$. LA 1[51 EDITIONS. '!" ALL srCTlONS AND OCTAlLS ARE T1'PICAI. AT SIJIUIf LOCA 1IOH$ ANO lMN€ Al'PUCABlL. 4. DlIAEHli10fiS lJSfIl FOR CONSTRtJ{mON SHAl.L BE OBTAlNtP . ~ JlE ARC:HITrCTVRAL PU\HS [1CCD'T ~ I 5. COfI/lRACl'CR SHALL PROW)! Aor.ow.1t BRAONG AND 'SI401t1NG ftlR ,au wOASERS DlJ/fINC CONSmuc'lltlH ~ SHAll. a( pc~BLE roR ~., ,,a1UlRES ~ /MAI,lGES DUE: I TO JH& LACll' OF SlIGH. . I CI. Rf1'Vf TO H AR()tf'tC11JRAl. DRAlIHOS FfJf FlHtSH!D I Il.OOR (JJ;VA TlON$. CJrfU COUI~ F1ASrfINO. QRAJNAct. flltC PROOFfHo. W.lIDI PftO(JFIHQ. AND oTHm OiT.AJLS NOT SHO,," QfI 1Hf1lE' QftAMNGS.- I 7. HO /oIOH-srANO.AJlD lOADS oR rCXM'WNT SHAU. IE" N'PIJCD ON 'S'f1NC'nJIW.. ~ lJNUSS m!Y ~ 4 FOQl'lHCS: !. . I A. FOOTINOI DfS'(jiN IS BASED ON 2.000 P.s.F. SOIL lJCARIND p~ 6. ..w. FOOTINGS SHALL Dt'T(HO DOMf4 TO SQUD BE:ARlHG I "A~ MOAIHlI(!5 OF EJ,EVATllWS SHC>>lN. J \ C::. I. 843 3471.5851 Mar. 1217 ell,:J5AJ ?:l '.11 .1 . I I.. :. . I I. . I I II I I I I I I i I . . I . I I J~} \, J;,'. :~l.\i,~~'r';}:."11~'ilfl~~' :1;:<l'\~'~'1I.;n:J'~ri-;!~~"'t!{t:t ",f": .....;..'~i "'JI!,"""'~~ft~,i'";!O~~~''' .~... '-"'m'-- u'. ,'." ~-.-.,,, w';I,"'k~;,':<r,/~ : 1\~'Ia.~~ii5");' "i'':r~ ',".,~. '. l'Jtl i ~l ~.,. l'~ .~(Jt! ,... " ;;,;.;., .~,~. f{.ti~~..-,.t t". ,.:J,tl~uvh;-'t.~ '1,Y.~~JI: ~ ;~~." ~1J.,,"~'--~f" 'iI )li:f',~'~~~f.'~ \1, "'~'d ,- ..~. :~(<", "~l~. ~..t ".1,' ;. :'1~\~ J :.'~/"if ';A~1~'Y~~ ~ \$t;ti~~..~'" .," It!) i' ~ of . ~f'.~fty'. Ij ~Ji~~ ~t.x.t'1:~:'i \ ~. ,",t, '" ~~;:'ii :: '.1 . t ' .,,;/r"J~' ...1 t:~'l:'~:"'"I" , !~.. '01 "1 "lj1"})t I:-r(),}',t) ';"~""', 1.,;1: ~IL ',,, \,:)'t,~::"i.,'.l'~:I'.r:-r.~'Lj'~ ,It' l.;l';,.., '~~l' ~ . l'/~'I1'''~ '~,'t(J.tu....}~t.II'~~I;r~"I,.f' 'I, ',,'i ('It~ .. l..' . "', J ~~ oj '"t... 't;. I :J ",,' I', ''J..~,.~",'r'''I)' ,,\\'t~ .'.. t": ,. -";VI h \.1,".1., '1' "~!I 't ~ ~-:';,";' '\.T.' )0 .';.,"'f~ ~~r~'ll:'." '.j'" :~:J~,..t'il~.I'I'tf',",~"" ij\$.....' .~..I ...,'1*,1/. '.~" ".~#"II ..11 'l~'f.f:~,o!~,..,) "'~ri\'~""~"'" ""r'lf~, .~.. "..,IJ ."'t' . \~'",;""":'4,~.~.~.:",~.'...,:,;;?'~.,,," r.- j1' I' ',., "';t.t).{.~.."... ',I- ~ ,'0..,. 'J"" tf I"~j r, f ,-,'J .t," " '~""'t :ir...r.1i"- ~:: ~: ~'. .\'. .:;),'.. t, \~:r1' (' .~., . . ~.: ',\-'f"t:....~.( q"\' i~'~ r....: I,' i', .1 '. .~'.. I.,', 'r.~:lt'1 _ ',J" ,~~ L.. "" '. ,; .".' ..:' .'.. ,\' ,:' I". " . '~.; '.~' ,:.; .:.~:~:,~ ~'a ~ , \~':~." ," ",'"ff;;~:S: ~"1 ';t,' ...., I" " '11' '. ....... ..(,:.\...~., '. .::;: ..' ~, . i. '. '~ r,~.. . ,".,. ..t"";'-'---~'" . ~ .....1";"-.:::'--=--- _.J.....'i.(-.:.~ ,,<' 1'\d~'f'I.:;..N~~~..~~,.-.,. -.- ~:::. _....---__._~ - ~_._ ~ ,.."- .'It d~~r"."~ I V IT';"'''' . a l.-.oI .... - r=l ..... IiOOlI .~ :~~:;"il~: - :~,i~~~\r9___:[l... J'; rl_flj, rl.~ rl-' 1 ("! ""11 ---~-ul L-!-I \ . .. "I ....~ u-- ~~ \ -. ---. . --I 1'-- ~ ". ..._l_ ;-"1 ".......... --~-.1 l~ r---~, '--' I \ ""1 ., -__ .1 r.. I If \ I -~~-j:7 r.-' -, ~ --J t"l 17 r~'" - 1_- ~;t 11'1 l~_~._._. ,. - - 1 '! , -, ,7 -, I ! - .,-~ J .--- J ! I,' I ,~:' ----.1 '-'--f r I I , ~., :. 1 1 . .11 I ' <-> ..""" ,..,',.~ '''1 ...---- ---, - -, -- , i -'.- ---1 ~:...- - ._~-::-/ -.......- --... --~,...' ~;-p;,(.;. \;:.) - - ~.~ .~, .::i~A:\~~ilD,lf,~~~~.if;r ~~)(l~G~~(.~~ ie. 5 JRATE MAPS, INC ,=R COUNTY, NC' LEGEND OTHER FEATURES AIRPORTS ............ ........... ......................~ COURTHOUSE, TOWN HALL, MUNICIPAL BLDG... I MARINA ...... ......... ...:.......... .... ........... ..... Ui GOLF COURSES. .......... ....... ................. .... :.. HOSPiTALS.... .... '" ............ .......... .... .. ... ... CJ LIBRARY, POST OFFiCE.......... ...... ........ ....... . . POINTS OF INTEREST............ ............... ...... . POLlCE,FIRE STATIONS.. ........ ..................... lJ Q SCHOOLS,UNIVERSITY,COLLEGE................... ;, ;. SHOPPING CENTERS ......... .... ............... ........ SUBDIVISIONS, AREA NAMES.. ...... .. ..... .. . .. .. SHORWOOO ZIP CODE NUMBERS .................................37228 iON MAY ~ ~ (.;;;\ r;;;l A\. VITHOUT W INT.ASTAn @ u. s. ~ STAn ~ C,"NTV ~ ~~.'R 1 :;, :, ~;S(~.1; AlDOl ./ .mq::> ;a~ Is _ 11 no ;sart. 1OI1on .biles. 'O'1tee lEldad. tarpl Jurce. 3200' ~ .!lInEt ~II"U..' 01 I BLANC TER 2 CRUTCHFIELD AVE 3 BEACHWOOD DR 'MULBERRY CIR a BLOSSOM CIA j BAY TREE CIA -4 BUNKER CT 5 OIVOTCT 6 EAGLE IN ~ HE,. THEA G1 II BOGEY CT II NICKLAUS CT to TREVINO DR ~1 FAIRWAY CT ~~~~~~C~T ~ BERUUD. CIA ts BEAR CT 16 QUAil CT .-.-, -,-~. --\7 SANOY CT "RANSEY CT 19 RITA LN 20 STACEY LN ~1 oorrlE LN ~ ~~~:~~;T ;lot ElIZABETH IN $ DARCV CT ~ SEA GUllLN I -.--....- -----..------.--., I I I J I I '. I ,/ .1 Dlolt p+ I ~ -----.7.--------- .--.. .,.-__.__...1 . .-------z / I I ! i I I I I I I ~_._.,1,,___ I I 28445 --, - --...------------.1 I ! i i .. .......... ,- " ': ~ ~ --~------,._..- I , ; ., , I Ie::: I I } -.-i- rN-----. -.-----. ~~~ j~,\-^, i{~'. 14'" \':)ol ~:~!~: ;~i .:~i:. ':t",( ;6 ,t'\i' :'J;1. -~b.!~{ ~fi ~~.I Sa '-;.:,:~ 'joY:. :r :t i/ /!t.\ :;~~ ~ -i;.,}-.; ;8 ''''!~' j~i '"#': .'!if. \'.;;) 'I:U, \~- : ~: ~:~;' :!~'}.! ,w .~~ .~,~ ~tJ_; ~i 13 '.~ ~~~, ~~' 'f.,'tl y~ ;";:~~ H 'r,.j1i ,~:t \.^fU '~~~ ,~.-: r" .'!'lI/>-.J ~~{~: 15 ~i ,t.i~, ,J~.;. . ~r)~ 1'6 1'\, f'.,' ,~~., ':;:'. 17 ~ LE PROPERTY LINE OF THIS SURVEY MAP, DEE D, NOT SURVEYED LINE QEXISflNG CONCRETE MONUMENT . NEW CON-CRETE MONUMENT o EXISTING IRON PIPE . NEW IRON PIPE @ EXI-5.TING IRON STAKE @ NEW IRON STAKE eEXISTING P. K. NAIL ~ NEW P K. NAI L ~. 8<1 STING RAILROAD SPIKE ..NEW RAILROAD SPIKE o EXiSTING NAIL 0EXISTrNG, TACK . NEW TACK . NO PERMANENT POINT SET OR RECOVERED "'/)l' !'H"/'Z':'8" TYPICAL POINT DESiGNAnONS I CERTIFY THAT I HAVE SURVE:YE DAND. MAPPED THE ABOV E$ HOWN;l AND..$, I N Ace ORJ),ANCE_wrr H tHE .aOARO..'HUL~S .t~1f.~~~~~~s .."~_.-.-:,,,.-,~":J~e:__.,,"--,-o'__ ENCRO,AL HME. N HS) f"-. S.. ~j HOWN :;, ~. lH~ FRll%r]Ai~YBurLDlNG, (fF' APPLl CABLE) . PORTION ;;; OF THE LANDS. Hs NOT IN A FLOOD HAZARD AREA .;;; LSIN A flOOD HAZARD AREA), ZONE AI:: . WHICH (/) HAS A BAS~e:LEVATION OF 12. FEET ACCORDING ~T.o Fl.:-OODMAP 37off67r;OO4- n. DATEDI..zj- '"1n l1. THEcHATr00F' PRECISION IF APPLlCABLE IS 1: !O.6q)+. t<::QMPU?;;.'~:' ~ECTRONIC COMPUTER.}_ Z.M ~.~~IGNATURE(S) .... DATE(s) w w. ~ CERTIFICATE: ". . -..A-I-- I , vi ! ~'-~' .l._.__, r-r I ~ I I & I r--1 1 \~... f :~~..;..l :: l }-i " l~ r-l \y : "\ \ \ \ l{l-r . r-;. . /: j ,.::,. '--... ~ ....., I ."'''-." ) ~ ; 24C':/ ~~ C) , ~~, -~)(~. ! -;2. iL_ ~ '" ,. \.) ~ , \ ......,~, ~ ,} 1 ' ~i Nf 1 i ! } i , t ~l. J. ; t : ~\S' ~. JS.1'1' i , ( t-- ,) ! ~ - {i...: 1"r-1 d'\ "I \\Jl I In! t{\j \ I IWCoN!.# Ct:\\~I~~<f~.1 ~~~_Z?_,_.~L.~1 CJlf'. ~lH ; i [f r.i 'IJ.:,.. ~''li ~ I. t 't} ~, . i .11 " j I ,. ; J~. : i! ~ : ! : 11 _. '. ,'. ~ 'X70..' J K! 50-0' ~ . ." . , 1~'".5 ' . ' -.- -!':---'I'-- '" )t " _ \r 5- . ) '!' c.. 4 f') ~ 1'-;) r)t) \}/ .5.-3> .....,., ~._ "- f ~-- '--- ~'- tSJ! G,Ai'Jl~;:: ~ I ~n (Iii ( I B.?41 t:-~-L)~.t:~ t, LOT 11 !/i : O?;:l~) , I I 18.?~-""' \ \;., 1 . 1".'.'. ,..... :tr, ! (:;. :':::G~ .:J. ~.-' G:-~r ;.".1 Nl c--e:'LP6-, 6 RL.\).e:. L. 02 1'J t::. (':.H.~>i. ~_; ':<;" r:,~1"": :~- ~ ~.- '; 4 ):.. :.\ .q .~, . if. '.:,:,\ . , r ~;.." .'. i . i ! i [ . , ~ ~ () to '~i /; / ' / / \. . .oA : . f L~ l,~ ; ',' Kbt:\ I """;"r '.' .......' .."".. .~-_..._~.- : \ "" ;- ( f . i , I :'1 if . I ~ , 1 C) , i I . ;'\} . I' ...... l~ . I , I : I , I ,: I J ,'. :1> , I .' \ . . ,'\ I::.:: J'. ~,) <!!' , \n :.1 n\ d~ ,.,: I' CJ " ... ;.;..l'~ { L._ YI '1 i- -: f ! i /50, (:/ . __ _M..,.....,....,."'- __ ___...... , ' " ,..~~...--~~,.~'-....,....--...- .,~~'";."",._<.,.~ -,...<_,.:", ... '" . __~'_~c-'-~.... / , / // // 'I<. ! 1 , ; i ~- "'....,'i/~.,' ~ l' ) ; ~...,/ ""-1." 0, --;J '>.} '. f:::J , ( ! i i 1 .'"".-",-.... (~. 5"{~~)j t~:; '::7 C7 r C.Y ,_ ,,,, /.-) I JtJ "L.,,;/ ~~;Q(;/I E.' t i"I""~)~.j:~"').,-r'~"", . .'. . h \ V"\ II' ,-~ c.,~"",,/.' '!\.'" ~. J,'" l ' ,...-t .",," o?' . -'-"A \: 1:'"",\.' 1-'-/ !"'~~ 'r"'/"":f#!"~ ;; ~..,..., .- - - ~-,~- ~. f \~'-~} }'.~~"-. -"".! ~ :r L:..-..----.... ,,--...-'" -"'/ y--- ,'_ ,/_~ 4 . ~ i, [bf:;': ,':""''';''l' ) NOTE: THIS, MAP WAS,.1i.QI. PREPARED IN ACCORDANCE WITH G., Sr. 47-30 A$'AMENDED. ANY ATTEMPT TO RECORD UNDE.R ~47-30 I~ FORBIDDEN. ANY ATTEMPT TO Ra:O~D A COpy OF THEORHolNAL !\MPA~ AN ATTACHED EXHf 8ITI S FORBIDDEN UNDER THE REQUIREMENTS. Of G. $. 8BC - 26. . '..'i-';J ~S !'f,'5' ~,:;..r.' 'r1ltJr.~ V!/WV '\..\'.1 .j'Ii,'1 f1.'&t.(~~;.~ ~J .;' 'f L ~ '" . .-~-'_._- ~.----~ -~ / . '--""-..'-' . i t;f$Ai L t-i:f,M,:,;'/ ~:--:~-- ::..-._'~;~-'~.: ~ ADDRES5 -TELEPH.ONE, Ere.: VICINITY MAP - SCALE 1":;.- :".1-. "Nr~F:?:~. -n~ 1"'-:",~ .'-""- /' 'f3i.:,lj v' :,./ " v__'<>(,T_........c),.I""..""", ..,. . ..... ....--... .. ..... clATE <:. . ~.r-~' . .)v!:: r ,0. '" "l ~ N-r~. SEAL OR STAMP: SECTION t~ .' SUBDIVISION PlWtt:f'~~!,mt~;'\.l'C;J~ f'.}L,.\v-n:/Y~~10 '., F")g<t~Crd -roY'?An,..~. . TOWNSHIP . '~~f;f~~~CO:N~'C'd .' ' 'MAPIOCK.~_PAGf($)S(a . ~O' _ . ..:Nft~~~A$~N ...... ~ATE($)1,.~-.O'4 . $(iI;tlI1lJ\;>, .... "II.~..~CJI~#.tn...:.N,~,L~1~47,. .... >- "'" ~~ :-.-':,-: '" ' ::; - '-.'':: < ';;'. '<';--, - '::,;' ^ '",~- ',- ' - -,- ',.;"', "- .-'-:' . . - '- , ~~----- --...- --~ -~ -""'''''--- "'-..-- " , ..>t\:;.,f,;.if\\?:~?""}'~:~~':,~ t'~'~~<t . .' )V<l;p;.rt;r. ,~F':.' ~,~,~\,~~'Y . ..... ........ d.......... .FOR'" .rb.8f..."I;rry.;.....(.:4;~~~ .~. '.F.:'t: , R-.~J:---:>, ,~~-:-"1'-_' ,"', .J;~.Jr,~:,~ ~ l~v-- ... ~, LOT.5U '4 \2.. . ' ~\ .'SCALE.. \= ~ ,~r:2~1 0 . J / T- 'lJ -.... . ri-~' .#: ..s[l 2' "4 /, ~ ~ x"'\ \X \i ~ -.. - f~ .i\j \l\ '-' Ui oD"'\J i , I I ..> Total Length 144 feet Ground 8' 8' 7' 25' 33' 18' 45' High Water Mark \ \ 1 Sea Wall +3'-2" -4' -2.5' -3.5' -3.5' -3.2' -4' -4.5' Low Tide Water Mark Normal Level Ground Ramp Area Water Depths '* Ground I 8' I 8 7' 25' 33' 18' 45' Total Length 144 feet Sea Wall High Water Mark +3'-2" Nieghbooring Property Owner Dr. Charles Horton 5125 West Wendover Ave. Jamestown, NC 27282 -3'-6" -3'-6" -3'-2" -4' -4'-8" -1' Low Tide Water Mark Normal Level Ground , '1S- /4'(" L; tiE Dock Area Water Depths 23' High Tide Water Mark Low Tide Water Mark (Y Riparian Line 6(Pl57 ~) ~e- 0. ~ L()(\v( ~':"\;\(\~ vfl,.? /: t- ~ ..p'" ~~ \ \~ e ? DJJJJv'\d' . \ (t-'V- ~ 0 ,2f 0 (V) 0 I 3' 30' MI~ M , LO ..... &i"';~ ~ 6"",tl - c ?: c '"0 6' ~ V) t.. I C \ 6x c.t ~ t.. ::s - 0 ~ ~~ U xL.~ ~ c ~ ~vr /l ~ 0 (Y) ~~~ L U- L 0 ~ ~ C S r'}'X1'/ 16' o C'\J o Convenie Store 22' Fenced Area Show I Room Service Department 22' 32' FUEL DOCK AREA ONLY 22' 22' Boat Bays LO N FUEL DOCK AREA ONLY ~o , (pS ~ /'(ASS 60' C'\J C'\J ,22 Marina Area .22 ,22 ,22 CAMA 30' Setback ~ Moo ri Jlj Pi /;Xj S 10,000 Gallon Underground Storage Tank for Regular Gasoline &;."h~ Boat Ramp 55' x 22' 16' Ramp , \6 32'-lo!" 12' 3D' High Tide Water Mark \ Low Tide Water Mark Riparian Line 24' 12,000 Gallon Dual Compartment Underground Storage Tank for Regular Gasoline (6K Premium, 6k Diesel Fuel) Nieghbooring Property Owner South Beach Yacht Club Association 111 Loch Haven Lane Cary, NC 27511 (Dock Length: 150 ft.) NORTH Dock Calculations: (1) 20'x31 = 60 (3) 221 x 31 = 198 (1) 251x31 = 75 (1) 30'x31 = 90 (1) 301 x 61 = 180 Total 603 sqft Maximum Allowed by CAMA: 684 sqft Notes: > Finger docks for 10 boats > Finger docks & Ramp Dock 603 sqft. > Distance to nearest City Well is 4657 ft. > Distance from Sea Wall to End of Dock is 145 ft. r;roject Sheet -., Project Name and Address Topsail Island Marine & Date 1fflf~ Fishing Center 1-27 -2004 Scale 1/10" = 11 ~ ..J / ~'\rAn\"'" I . I n, ,(.{) (:~!~(_I './ (.:.:;1 'i',:\\\ "'-i< \ 1""\, \\ \\ \~/ . \ I\Jieghbooring Oro Charles 5125 West Jamestown, I =c Show Room S e rv ice o e port men t .1 - ELECTRICAL ROOM 0/0 10K o o / / 1 I r-.. ~ -,---,,) ~, '-' ~. (\ U )r" r ,.'" ~ Property O\Nner H 0 rto n Wendover Ave. NC 27282 Boot Boys I. _-1 '~_ :;: 17~ T THE SPLIT STRAP ANCHOR SYSTEM PROVIDES A METHOD TO ATTACH AND TIGHTEN THE TANK ANCHOR STRAPS TO DEADMEN WITHOUT ENTRY INTO THE EXCAVATION. NOTES: -Lay dead men along each side af tank -Make sure they are parallel to tank -Deadman is to be full length of tank an each side -For tanks requiring 4 or more anchor points per deadman, two deadmen sections of equal length may be butted end to end -Moke sure eoch deadman section has at least 2 anchor points -The tonk must not overshadow the deadman anchor -Each tank requires two dead men or, (1) If one deadman is used for adjacent tanks. it must be doubled in width, and (2) A separate anchor point must be provided for each strap -Use straps provided by the tank manufacturer DEADMAN TOP TANK ANCHORING DETAIL High \ \ \ \ PRODUCT PIPING / // / / ,/ EACH .' ,. / Convenient Store '- ~ I ., ' 1 'I i " ,(' - L4 ; i , I i -- o 0 j i L.c " + I l,OrnpOr~rnenl LJ'no1ergr'(\"nd ! I , J l./I , l.r- I I' (,'Oilne <.__) I. I I (6 ~< " . f---J'r~Dm'l:m I I....- I ! ..I! , --i /'"~ I l ( O. i i OY~1 '-J ,! / I Nieghbooring Property Owner South Beach Yacht Club Association 111 Loch Haven Lane C a ry , N C 275 1 1 (Dock Length: 150 fto) II\\^'''~;IIIII(UJC'^II DC^.~HRrlwn 01/?RInA.10'1R'1QAM HPnocjr1n.lpt7!1or:,n A1)h\lI-lPnr.1 Dock Calculations: ,'---', \ ) '---' ~, \._, t. ~ i L , , r, I kog"UI ' ,I....- ' !e~~c; " ! \ C i ) I PROPER POSiTIONING Of THE ANCHOR POINT FOR THE HOOK END OF THE STRAP IS CRITICAL THE TAKE-UP ASSEMBLY WILL ADJUST A TOTAl OF +/- 7" TO AllOW FOR VARIATIONS IN TANK AND ANCHOR POINT PLACEMENT. THE ANCHOR POINT WILL BE IN THE CORRECT POSITION IF THE DEADMAN is INSTAlLED WITH THE BOTTOM Of THE DEADMAN LEVEL WITH THE BOTTOM Of THE TANK. THE ANCHOR HOOK POINT MUST BE 17" ABOVE THE BOTTOM OF THE TANK AND POSITIONED HORIZONTALLY PER THE ~r\1 I r\WIt.II:> TAt>1 F- TANK IJIAMI: n:J~ DISTANCE FROM TANK SHADOW TO ANCHOR POINT 6 6 TO 1?" R' 6" TO 1?" 10 9 TO 15 AT MINIMUM BURIAL DEPTH OF 36" (44" FOR 12' TANKS), MINIMUM DEADMAN SIZE IS f.S FOLLOWS (SEE TABLE): TANK MINIMUM DIAMETER HEIGHT WIDT 4 6 6 6 12" 12" R' 1?" 1?" 10 12 18 12' 8" 36" ,-, I ( \CJe \Ncter !..;:ork ----, " "- """ i , i ''',I 'I I ! I , '.\'\.\, " U L o >- -+--J L ::::J o U ......, '. -- -+--J C o L LL i ! I ! ,! L GJ +--' o .-~---~--- - / / -{::/-.) i;\ ,30' C'," k I I i ~ co i'-- - i'-- n GrOUnd~ Sea Wall x ",.. Boat Ramp 55' x 22' '==- 1'1~'~1-7 Ground 25' ~~17--~6" ~') r-6'- t---- -1 ~ ===- ~~ - - - - - f-- - ': ] \ r"1:9 h T;de \;VCl te r hAo ~-'k I I , i I L..,-.----.--.---,---,--.~2. ~'- l 6k Notes: i ",.,,/"/--'----- , T' J i/,// '_O\^! 1:0'2 V'J,Jtsr o 3: o (]) (j) I -3'-6" -3'-6" ,-k -3+ 1 DISPENSER WITH TWO REELS 4' II '1/111 'I I) 'I I, I II II 20' Romp 16' - FUEL DOCK AREA ONLY I 1/ I II I II FUEL DOCK AREA ONLY 1 3+0 DISPENSER WITH UI\JL -Nf-E-L Morino Area 16' Ramp 12' 30' \--- Low Tide Woter ~/Cl(k J 1 ,,- Romp Area VVoter Depths 33' GrOUnd~ 1-3'-2" Dock Area Water Riparian Line ~ 20' ~ ~ =====: :::::::::: t===:.----: : S~ -= E:-3 ~j -==j f:::=3 =====: ::::::::: c:::::: ::::::::: :::::::::: ~ ::::::::: l t:::= nl III /:<~ hn _7~ i ELECTRICAL CONDUIT (TYPICAL TO TANK AND DISPENSER SUMP) 2:>' ~ ~ =:::::::::: ~ t:::::: ==== ~ t::::::: ::::::::::: ::::::::::= !::::::::::::: :::::::::: --= c::::::::: ~ ==== ~ F=:::::: ==== :::::::: r:::::::: -3 '-.1 Riparian Line Depths j'\ ! \ 22' -.J Ii n ! I l ,n ) V 18' 1-- E .~ \ I 22' L_~ ~ l I ,GG J -30'____ -----J -'lo. ..J <( > F==: 0 i===:::= 0:: ~^ ::::::::::: y.. t===: Q., 2 I <( ~ ~ ::::::::::: ~ r::::::: :===::= ::::::::: s==: ====- ::::::::::: c:i @ L: ::::::::: 0 ~ -0 t--- ::::::::: :::::::::= ~===::::: ~:::::::::= ::::::::: ~::::::: ::=::=: ::::::::: t===== :::::::::::: ::::::::::: :=::::: t::=::= !::::::::::: 8== 1===== ~:::: ===:::: t::=== ===:::: :::::::== r===== r------ ~ "'__'_""'''''____,..______' ______.~__ ___ "c',,____ o - o.,~~o 6K 6K \\, \\\ ......- #' z o - t- ~ o a. 0::: o o ~ z ~ u. ~ tn W Z o .., fI) z o w fI) ~ :; 0 w a::: o Z f"-'^---"~'-.--~------- o <:( 00 o::~ w~ o..J('II ~8t) ;:a..z we :f o::...JC) 00- oW ~..J ~~ o ('II ....... "l:t CXl 0) '<I' ~ 0) , 0) .... .... C') , N .... , C') 0) N .... , 0) 0) o 0; Z 0 W Z Z x o <( J: u. Q. w ~ o w lL. ~ Ozw o ~~c5<,2 cru~z ie~ Q OOZ(f) cr~-(f) e:: CLCLcr~ w w~On:: ~ :r: I- It ~ I- cr ::;; (f)ct:<l:z z -OCLW o C)ti~i= ~ Z<l: n::. ~ :J:g:w3:i3 Vl ~Zo~I-O ~ ouw6g "- cr m (f)w I~ ~ IIcrts;O -, I- I- 0 ;> lL. ~ o e:: w ::;; ~ ::J () w > ~ z w Vl w e:: Cl. w e:: Vl w -' ;;; "- ~ o Z >- m n o w "-... ~ '<;j- o ..- >- m C) 3: o Cl <l: U o Z ~ w 3: ...J :,c <l: U cr w o I U "-... a:: w I- Z W o C) z - J: en - u. C Z c( W Z ~o ~z .. CC ZZ <(<( -1-1 en en -- -1-1 -- C(C( en en D..D.. 00 I-t- f- :::) o ~ (9 Z el. el. SCALE: 1"=10' [ Si J _" (~,{.) ~"j rt0\']T C \\'':.\.\.c.''..... ".'\" " Iii.... S' :. .' ,- ',"\. \'. 'tr:(':\ ".; J'~ ( ...,. ~!! ~ ',n .. ~/,~ J' ~. ',. .if 1, ~.' ~ ll? t"/ ('" , =)l= == ~)l= 7 ,:-".,..--:' ':>-;:? /,:L lIe ;~'~:O ,:::::: "': ,::::: .:<: ,"\/;',) )-",", ~.'" ')::0:','",'."\ 'D ',"" __.. ,', i.~ ;:,'<: ':.c':.''( it>.':' F,Z :>:' ;,': C:C:L-' "':::;',:"~iD::q'{ i-: < i'~ i,G'':-: "':::\ .,": , ,"" '\' !',.i<U0" '~":')(){>..,'\,:5c;;-;<',:,::'..,>'-',,;))~>/:~,'Zii.i>y\\fX:\,,;-\u'.: ,'Jr",,!'.) )'",'r ',\; ;',"";')C'-~ TYPICAL LAYOUT FOR A DUAL COMPARTMENT STEEL UNDERGROUND STORAGE TANK PISCES TSM-4536 MEDIUM BURIAL TANK SUMP \ 37" POMECO 06110-3710 ROUND MANHOLE ~ r u \ --- <: L! e~ iF' ;J1 <7 (FE PETRO SUBMERSIBLE PUMP TAPER CONCRETE / OUT FROM MANHOLE ~ c" ", ,,~ ~/ Wrtl 2" BALL VALVE _~tn ~ 2" 90. ELL _______ ~ ~ 3/4" RIGID CONDUIT ~ !! WITH SEALOFF I '-- III& liI an lit!! liI 1M. ... , ~ ." ." .:.1 '" F PISCES PFA-150 ADAPTER PISCES PFC-150 PIPE COUPLING PISCES TB-150 TEST BOOT TEST TUBE rPISCES CS-150 CONICAL SEAL ENTRY FITTING I , PISCES CP-15 1-1/2" DIRECT BURY COAXIAL PIPE ., i" ~ ( ~ ~ PISCES CS-0075 CONICAL SEAL ENTRY FITTING PISCES SMF-4 4" TANK MOUNTING FLANGE '\!\<:ll IC'I!!I' 1 1L 1-18" I ~ 1- 3~" OFFSET FROM CENTER OF SUMP TSM-4536 PISCES TANK SUMP WITH SUBMERSIBLE PUMP AND 1-1/2" DIRECT BURY COAXIAL PIPING (TWO OPENING MOUNTED) TAPER CONCRETE OUT FROM MANHOLE~ 1-1/2" t \ , t ,,-1.1 ,.. ,,' .J / OPW 634TI -7085 4" FILL CAP OPW 633T-8076 4" BRONZE ADAPTOR / IV, "-. .1 /i ' < f---7 ..~~ Il U U ~ ~ ~,~ OPW 1-2105 '- SLIP-ON SPILL CONTAINER ~J 21 TANK OPENING ~ ~ ~ 4" PIPE '- OPW 61S0 OVERFILL PREVENTION DROP TUBE VALVE WILL AUTOMATICALLY CLOSE WHEN TANK REACHES 95% OF CAPACITY ) '-ALIGN FLOAT WITH LENGTH OF TANI< ~ - 1-- 13" MIN. - CLEARANCE REQUIRED FOR PROPER FLOAT SWING / t;"~MAX. FILL WITH SLIP-ON SPILL CONTAINER AND OVERFILL PREVENTION ~'\r:An\R~I....i,.,a, D. "~\;ul....;lIu\lllLJ"AII BEACHAdwn 01/1R/04 n~'~~'17 PM \\RAI FI~r 1\11...... n -- - - ----- -~- -"-, ---- - J' :~:..... .i , ,1' /].. ,no' 11 p , ,.. ~.'., ", ". /. ,<:~ -<> " " .,0 ~., ,~ (~~ ~ 'd TOP OF ISLAND \ r ~pw 1-BM-5825 EMERGENCY \ ~ SHUT-OFF VALVE ..~ r~i sa } ~ ~r: ;, ,'" ~ =p k9 FINISHED "\ GRADE \ PISCES DISPENSER SUMP L 1-1/2" STEEL [l!j]/ ~ RISER PIPE ~ (FIELD CUT To'....-/ DESIRED LENGTH) PISCES CS-0075 CONICAL SEAL ENTRY FITTING 7 ~ ~ 3/4" RIGID CONDUIT WITH SEALOFF ~ PISCES PFC-150 ~D - . I ~ PIPEd COUPLING PISCES PFT-150 J TEE FITTING PISCES CP-15 PISCES CS-150 CONICAL PIPE SEAL ENTRY FITTING PISCES TB-150 TEST BOOT :0':~~;}' .S((~\9;)..0,<(\ ~',)2J;X(;;'<:~;L)'(\~~bl:~Y\ ;{;~)>bn~~JQ8t)>2~\g!'t(\~;~~@;:? )>;/~:X:;t"::,.~D!X-:;!~.\ >2)iJ>~;'''~~8f)>:/.1< '/':~:\('~ ~ 18" POMECO ROUND MANHOLE PROBE RISER ADAPTER & CAP 1-1/2" + t 4" BLACK STEEL RISER PIPE ~ TYPICAL 10,000 GALLON STEEL UNDERGROUND STORAGE TANK r WEATHERPROOF (JUNCTION BOX TAPER CONCRETE I r OUT FROM MANHOLE ~.\ ~ -. r-"- . "--( 0 0 P I> ~ PISCES 1-1/2" COAXIAL DIRECT BURY PIPE CONTINUING THROUGH A DISPENSER SUMP VEEDER-ROOT ~ I I ~:tmtm . : " RETRACTABLE PIPING r ASPHALT .:: - =.::. T '.::' -. '.'. 4" - ";c.-c, J - ' , - ',': ~ . I LS-35( CONCRETE \ i_ T ~--_.- '--~"'--.-..._.---l 4"] 17 1 I t-,.! L ~._,-,.,,-------J c, r 8" MIN. TO ASPHALT FINISHED GRADE ~ '" TLS-350 MONITOR . AUTOMATIC TANK GAUGING SYSTEM J 3/4" SEALOFF VEEDER ROOT MAGNETOSTRICTlvE PROBE ~ "" ~ ~ ) CONDUIT ~ LOOPED TO TANK SUMP ~ NOTE: FIELD COAT ALL STEEL FITTINGS WITH BITUMASTIC ~3/4" RIGID CONDUIT = VEEDER ROOT MAGNETOSTRICTIVE TANK PROBE 1 1-1/2"+ <- /:1 3" PIPING IJet I ~uC (I )/A 1) bv HP rOPW 104A-1200 12" MANHOLE OPW 1711T -7085 3" VAPOR RECOVERY CAP \ r TAPER CONCRETE \ OUi FROM MANHOLE ~J~ \I~ " \ 4"1 ( "'< Y' l' I /\ '--, '''-. .- ~~ OF'W 1611AV-1620 ~ 3"x 4" ADAPTOR t 4" BLACK PIPE RISER ~OTE; FIELD COAT ALL STEEL FlnlNGS WITH BITUMASTIC OPW 233v-4433 [XTRACTOR FiniNG FOR VENT ~ h r3" STAGE II VAPOR RECOVERY PIPING 6 I I TANK FITTING~ l STAGE I CONNECTION I, 4" MIN. !: , , TO CONCRETE /' " , , FINISHED GRADE /,1 - -- - . ' . -, -.~ ,'---- . ~O. ..' 1~4"+4"--j_6"~ t DIRECT BURY PIPING ~ 6" ~-- , : : 6" ; z o - .... ~ o Q. ~ o o ~ z ~ LL oa tn W Z o .., 18" MIN. TO UNPAVED GRADE ....I oC( > o 0:: a. a. oC( o z CD o ~ C UNDISTURBED EARTH C APPROVED j,' c' i '/ J BACKFILL MATERIAL 1 en z o w en ~ :; 0 w 0:: ALL DIMENSIONS SHOWN ARE rv'lINIMUM SPACING REQUIREMENTS. PISCES PIPING BURIAL DETAIL TYPICAL BURIAL FOR BOTH DIRECT BURY & RETRACTABLE PIPING SYSTEMS TOP OF ISLAND \ , OPW 1-BM-5825 EMERGENCY SHUT -OFF VALVE ~~ ".~~O~ S <:> FINISHED \ GRADE PISCES DISPENSER SUMP ~ 1-1/2" STEEL~? ~ RISER PIPE I!I1! ~ (FIELD CUT TO'- DESIRED LENGTH) PISCES Cs-oo 75 CONICAL SEAL ENTRY FITTING " ~ r.. 3/4" RIGID CONDUIT WITH SEALOFF PISCES PFL-150 ~ ~ ELL FITTING ~ ~.1Il17 14 TEST TUBE- PISCES PFC-150 / PIPE COUPLING PISCES TB-150 TEST BOOT PISCES CS-150 CONICAL SEAL ENTRY FITTING 6 ISCE?CP-15 ~~" CCOAXIAL PIPE PISCES 1.1/2" COAXIAL DIRECT BURY PIPE TERMINATING IN A DISPENSER SUMP ~ o z -"." -""',,<,~. ;'-- ", o <( ~~ W~ O...JN ~8() ~~Z W O:f o::...JC) 00- oW '(-...J ~~ o N ..... 'It co ~ d'; , en .... ..... 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