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HomeMy WebLinkAbout20070085 Ver 1_CAMA Application_20070112~,,. ~~~~ 20070085 ~~ - 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 January 10, 2007 MEMORANDUM: ~~ y~~ ~~ r ~ A 1~ r> {~"° 1 P M1n.. `i ~~ ~'~v~ ~ 4n C'.~~ ~..i '++a.Rl T r' a 3 i TO: Cyndi Karoly ~~~ ~ J„ti 1 ~ 20t+( Environmental Biological Supervisor Division of Water Quality "'F`v~ ~v~~ ~~ ' =a~.~tw W.~!i`i'16~,^," ~, 4 ~ ~ ~ r s~?F$5~1!^~': i~ ~lRAi~t:? FROM: Doug Huggett Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: John and Glenda Shuford Project Location: 6045 Martins Point Road off US 158, Kitty Hawk, Dare County Proposed Project: Construct bulkhead, pier, platform, and pilings Please indicate below your agency's position or viewpoint on the proposed project and return this form by 01/31/06, to dOD ~Commcrce Avenue, MoreLesd ~#!y, N~ S?. If you have any questions regarding the proposed project, please contact John Cece at (252) 264-3901. When appropriate, in-depth comments with supporting data are 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 1367 U.S. 17 South, Elizabeth City, North Carolina 27909 Phone: 252-264-3901 1 FAX: 252-264-37231 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight c. DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 2 ~ n 7~ 0 8 5 1. APPLICANT'S NAME: Shuford, John and Glenda 2. LOCATION OF PROJECT SITE: 6045 Martins Point Road off US 158, Martins Point subdivision, Kitty Hawk, Dare County and on Jean Guite Creek, a tributary of the Currituck Sound Photo Index - 2006: 184-7268 (W17, X17) 2000: 185-2096 (C6) 1995: 186-1964 (K10, L10) 1989: 1-44-2 (M7, N7) 1984: 137-490 (E10, F10) State Plane Coordinates - X: 2960743 Y: 877439 Rover File: C10715A USGS Map: Kitty Hawk (UL) 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 7, 2007 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received Complete - December 22, 2006 Office -Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Dare County, 2003 Update Land Classification From LUP -Community (DCM Areas of Environmental Concern are classified as Conservation) (B) AEC(s) Involved: Public Trust Shoreline, Public Trust Area (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - None Planned - Septic (F) Type of Structures: Existing - single family residence under construction Planned - bulkhead and pier (G) Estimated Annual Rate of Erosion: Approximately one foot per year Source - Division of Coastal Management Field Representative observation 7. HABITAT DESCRIPTION: [AREA, square feet (SF)] (A) Public Trust Area None 1,598 SF 317 SF (B) Public Trust Shoreline 3,000 SF None 140 SF (C) Uplands 21,518 SF None None (D) Coastal Wetlands None None None (E) Total Area Disturbed: (F) Primary Nursery Area (G) Water Classification: 26,116 SF (.60 acres) Yes SC, Fish Propagation Shellfishing Open: No Field Investigation Report Shuford - Martins Point, Dare County Page 2 8. PROJECT SUNIMARY: The applicant proposes to install a 55-foot long walkway leading to a 25-foot long by 6-foot wide pier, a 12-foot by 16-foot platform, two pilings, and a 100-foot long bulkhead that will be constructed an average of 15 feet offshore. Project Setting The proposed project will be constructed at 6045 Martins Point Road, in the Martins Point subdivision. The 24, 518 SF lot is located approximately 1.5 miles north of the Route 158 Wright Memorial Bridge linking Currituck and Dare counties. The lot is bordered by Martins Point Drive to the west and the Jean Guite Creek to the east. Jean Guite Creek, which is approximately 900 feet wide at this location, is 12 inches deep along the current shoreline and is 20 inches deep a distance of 65 feet offshore. No SAVs were observed in the area immediately east of the subject property, but scattered SAVs were observed approximately 40 feet offshore. The adjacent riparian properties to both the north and south contain apier/platform and a single-family residence protected by a bulkhead. The pier located on the southern adjacent property is approximately 60 feet long and the pier located on the northern adjacent property is approximately 80 feet long. The bulkheads on both the southern and northern adjacent properties are located an average of 15 feet water ward of the normal water level observed on the subject property. Many of the lots located further north and south of the subject property also contain piers of similar lengths and are protected by bulkheads. Elevations across the lot at 6045 Martins Point Drive range from zero along the Jean Guite Creek to the east, to approximately eight feet along Martins Point Drive to the west. The property line along Jean Guite Creek is comprised of a steep, almost vertical, erosion escarpment of 4-5 feet. The eastern and western thirds of the lot are located in an AE 7 Flood Zone, while the center third of the property is located in an X Zone. The lot has been cleared to allow the construction of a large single-family residence and pool. The house and pool, which are currently under construction, are located beyond the 30-foot Public Trust Shoreline Area of Environmental Concern (AEC). A large pile of soil has been stockpiled just outside the 30-foot Public Trust Shoreline AEC for use in backfilling the proposed bulkhead. There are no wetlands present on the site. Project Description The applicant proposes to construct and backfill a 100-foot long bulkhead. The bulkhead will be constructed an average of 15-feet water ward of Normal Water Level (NWL) and connect to existing bulkheads located on the lots both north and south of the subject property. Backfilling the three-foot tall bulkhead will require approximately 250 cubic yards of soil, much of which has already been stockpiled just outside the Public Trust Shoreline AEC. If additional soil is required, it will be trucked in from an offsite source. 1 `Field Investigation Report Shuford - Martins Point, Dare County Page 3 Once the bulkhead is constructed, the applicant proposes to construct a 55-foot long walkway leading to 25-foot long by 6-foot wide pier and a 12-foot by 16-foot platform. Two pilings will also be installed approximately eight feet north of the proposed platform. 9. ANTICIPATED IMPACTS It is anticipated that the proposed project will cause the following impacts: • The installation of the proposed bulkhead will result in the filling of 1,598 SF of Public Trust Area and the placement of 74 cubic yards of material below normal water level. No wetland fill is proposed. • The proposed pier/platform will shade 317 SF of Public Trust Area. • The proposed development will not create any impervious surface in the 30-foot Public Trust Shoreline AEC. • A review of available maps indicates that no archaeological resources are located on or near the subject property. • The proposed development will result in the disturbance of 21,518 SF of upland area and 3,000 SF of the Public Trust Shoreline AEC. Submitted By: John Cece Jr. Date: .January 8, 2007 MAJOR PERMIT FEE MATRIX Applicant: John and Glenda Shuford Selection Development Type Fee DCM % DWQ (14300 1601 435100093 1625 6253) (24300 1602 435100095 2341) I. Private, non-commercial development that does not $250 100% ($250) 0% ($0) involve the filling or excavation of any wetlands or o en water areas: II. Public or commercial development that does not $400 100% ($400) 0% ($0) involve the filling or excavation of any wetlands or o en water areas: III. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A, B, C, or D below a lies: tll(A). Private, non- commercial development, if $250 100% ($250) 0% ($0) General Water Quality Certification No. 3490 (See attached can be a lied: III(B). Public or commercial ~ development, if General $400 100% ($400) 0% ($0) Water Quality Certification No. 3490 (See attached) can be a lied: III(C). If General Water Quality Certification No. $400 60% ($240) 40% ($160) 3490 (see attached) could be applied, but DCM staff determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or a vatic life: III(D). If General Water Quality Certification No. $400 60% ($240) 40% ($160) 3490 (see attached) cannot be a lied: IV. For development that involves the filling and/or $475 60% ($285) 40% ($190) excavation of more than one acre of wetlands and/or o en water areas: A• o~~ ~ ~ I ~ m O ~ Z I r ~ D • • O ~ ~ ~ N o N O x v1 ~ Z ~ • u z ~ ~, Z° . o ~~ ~ m A ~ ~~O r 3 ~ ~=z A ~ N ^ I N • f1J ~ AfJJC F ~ ~ j~ I • W l N -_7 ~ ~ Q ~ z ` ~ rLl ~~ \ / r :^ ~. O O `O r ~ ~ "J I ti m 'r • D • m A~ ~ ~~ t V1 . t O N ti I m ~ ~ ~ cn o . t ~; 1 • i ~~~ ~ ~ ~ ~ ~' , ~ ; ' ~ ;i ; ! ~~ ,gym-s J ~.,~ ~~, ~a~ r;; ~ ~~ L'i r ;, r,~- q .~ 1. Project Narrative P.O. Box 1411 Manteo, NC 27954 (252) 473-3312 fax (252) 473-1772 www.renconstruct.com To install a bulkhead on Lot 3 -Block 1-Section 2 -Martins Point per enclosed site plan. We are requesting to tie into the existing bulkheads on each side which is Lot 2 and Lot 4. Also, we request to build a walkway~Cla3~`~C with a L-shape platform. The walkway is proposed to be 65' from observed water level. The platform is proposed to be 12 x 16 per enclosed plan. We proposed 2 extra piles to assist in tie of the boat. This is marked on the enclosed plan. L ~0 .S~ ~ b~k~-~' ~~ ~t~ w p ~ `l w~-~~ ~pr~~nos~p 13~ t ~(~ ~,~~ w ~ ~~ rac;s~n~6 ~ V 1 ~ y~ ,a,1iR? _ _ of ~" 3, IS p _~~Y ~ ..~ ,_~. Quality Builders of the Outer B~nk~. Form DC.M-MP-1 '~°, ~~ A'~I ~: PPM .. :... { , ~ ~ i ~"~ ~° `~' ~ L ~ (To be completed by all applicants} 1. APPLICANT a. Landowner: Name Address City Zip c~ Day Phone ~fi'1 D^ ~.~ ~ ~~8q Fax ~ b. Authorized gent: . Name S Address T' ~ f' /~OS~ 6 ~~/ City ir~Q~~f'~/ State ~~ Zip ~- Day Phone ~~3~3 3~ ~.: Fax 7~' c. Project name (if any) v O/L NOTE: Permit will be issued in name of landowner(s), and/or project name. 2. LOCATION OF PROPOSED PROJECT a. County , Dlr2 ~ ~~_. b. City, wn, community or landm c c. Street address or secondary road number d. Is proposed work within city limns or planning jurisdiction? Yes (/ No e. Name of body of water nearest project (e.g. river/ creek, sound, bay) ~c.~ ~~.~~ ~~-~~ 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 excavati n d/or filling activities ~ ~,~, ~ ~~ T b. .Is the proposed activity maintenance of an exist' project, new work, or both? c. Will the project be f r public, private or commercial use? ~n iV~ d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach addi 'onal pages. nR.L 2n.o 'arV C1 v (i ' o Revised 03!95 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract oZ ~~ ~~8 b. Size of individual lot(s) ~ ~ ~ c. Approximate elevation of tract above MHW ~ or NWL f'O -f-e d. Soil type(s) and texture(s~ of tract Sanr~ e. Vegetation on tract ,_ .~~ ~ilis f. -made features n w on t ct ~ ~ ~ i~ g. What is the CAMA Land Use Plan land classification of the site? (Consult the ~~ land,tse p1an.J a.-~ ~ Conservation Transitional Developed -Community Rural Other h. How is the tract,~oned,by local government? i. Is the proposed project consistent with the applicable zoning? ~ Yes No (Attach Zoning compliance certificate, if applicable) j. Has a professional archaeological assent been done for the tract? Yes No If yes, by whom? k. Is the project located in a National Registered Historic District .or oes it involve a National Register listed or 'gible property? Yes No 1. Are there wetlands on the site? Yes No Coastal (marsh) Other If yes, has a delineation been conducted? (.lrrach docwnentalion, if availablcJ m. Describe existing wastewater treatment facilities n, Describe location and type of discharges to waters of the state. (For exampI.e, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential di harges.) o. Describe zisting drinking water supply source. 5. 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 77.0203 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 Revised 03/95 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 subnut comments. on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies the/t such notice has been provided. Name r Address Phone ~ Name v rLR- 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 5250 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. Frivironmental Policy Act (N.C.G.S. 113A • 1 to 10) If the project involves the expenditure of public funds or use of public land's, 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 ~~ the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Cazolina'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 truthful to the best of my knowledge. This is the ,~ day of ~~ Print Name ~ Y~ ~ ~ Signature w Lcndowner or ~tuthortiied ~4ger+1 Please indicate att project. DCM MP-2 D M MP-3 ~M MP-4 DCM MP-5 DCM MP-$ ictunents pertaining to your proposed Excavation and Fill Information Upland Development Structures Information Bridges and Culverts Marina Development NOTE: Please sign and date each attachment in the space provided at the bottom of each form. Revised 03!95 Form DCM-MP-2 EXCAVATION AND FILL (Except 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. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Average F3nst Eadsttng Project LeaRth Width Depth Depth Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding ahorolinc stabilization) . _ ~ „wyf~,p`sr ~? 1. EXCAVATION a. Amount of material to be excavated fro below MHW or NWL in cubic yards b. Type of material to be excavated 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 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area b. Dimensions of disposal area c. Do you claim title to disposal area? Yes No If no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? Yes No If yes, where? Revised 03/95 .. ~. ~.. Form DCM-MP-2 e. Does the disposal area include any astal wetlands (marsh), SAVs or other wetlands? Yes No f. Does the disposal include y az in the water? Yes No 3. SHORELINE STABILIZATION a. Type shoreline stabilization ~~ Bulkhead )tiprap b. Length `~~ ! c. Average distance waterward of MHW or NWL f,PJ d. Maximum distan~e waterward of MHW or NWL D e. .Shoreline erosion during preceding 12 months _No~J2. i~itiott~dJ (Source of information) f. Type bul ead or riprap material V ~ N~ f1%(1N6S g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill OD ,S h. Type of fill material SA'N~ i. Source of fill material Tp~l/GKe,(~ /~U 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought i ? Yes No 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 coastal wetlands (marsh}, SAVs or other wetlands? Yes No If yes, (1) Dimensions of fill azea (2) Purpose of fill 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? / b. What type of consti'tiction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? c. Will wetlands be cr:,ssed in transporting equipment to project site? Yes No If yes, explain steps that will be taken to lessen environmental impacts. Date Rer'~sed 03/95 Form DCM-MP-4 ---, - _,~ ~: y ~~_.,- _ _.. "1~:~~ <, ._ 2006 STRUCTURES ~ ,,a~~~~ (Construction within Public Trust Areas) 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 which relate to this proposed project. Dock(s) and/or Pier(s) (1) _ Commercial -Community Private (2) Number (3) Length ~.Zr ~yl _OBS~i2bQ"1 IA!/~1~12 (4) Width 4~! AruO 6 ~ WIp~+ (5) Finger Piers Yes / No (i) Number (ii) Length '~' (iii) Width (6) Platform(s) ~ Yes No (i) Number (ii) Length ~ G ~ (iii) Width (~ ~ (7) Number of slips proposed ~ (8} Proximity of structure to adjacent riparian property lines (9) Width of water body _ ~ t (]0) Water depth at waterward end of pier at MLW or NWL ~ ~ _ __ _ b. Boathouse (including covered tiffs) (1) Commercial Private (2) Length (3) Width Groin (e.g. wood, sheetpile, c.) (1) Number (2) Length(s) e. Mooring buoys ~ES~.~. ,rJ`. (1) _ Commercial -Comm pity _ Private (2) Number (3) Description of buoy (Color, inscription, size, chor, etc.) ~~ (4) Width of water body (5) Distance buoy(s) to be laced beyond shoreline f. Mooring structure (boatlift, mooring pilings, etc.) (1) _ Commercial -Community _ Private (2) Number ' (3) Length (4) Width g. t~theT (Give rnmplete description) Signature bete Breakwater (e.g. wood, sheetpile, etc.) (l) Length (2) Average distance fromg t NWL or wetlands ! ~ (3) Maximum distance beyond MHW, NWL or wetlands Revised 03/95 Dec U6 U6 1U:U8a Millstone Marine Const. LbL-4`J 1-5 13U 17. I Bulkhead Cross section 5'+1i~ ~=;,~, p - tai' ~; B~e~-K ~, s~~:n~,~ ~' C iq c~; J ~ sr~= ~r~r~~'c~.S Continuous 2x6 bolted with 5/8 bolts 2x i2x l6 top ca ~ ~ l6" 6x6x1 ship latche at joints C.~ ~,ro t"~~5 ~;rf _~ ..~.. ~`.:~~~Et~l~" E~ :'-~~~ (' <.~ ~~ 2000 s`' b~C ~• ~ ZOG ?' +~ 1~ i 5/S x !0' Galy rods ~~ i _,. ~ _ .. Shore Guard 250 ser vinyl sheet _ piling 8' lengths L /Z ass ~ a"~ °"°` ~ ~ ATUNnc . LEGEND cuRPonJac D~µ ~ - EX. PIPE SOLMD ~ - EX REBAR Q - REBAR SET ^ - EX. CONC, MON.. SITE C~ - coNC. uow. sET • - EX. P/K NAIL SOUTHERN ~ - P/K NAIL SET Z ' SHORES ~ -SEWER SERVICE wARTIN s PANT ®- WATER METER - PHONE PEDESTAL - C.A.TY. - unuTY PaE t gyp ~' -GUY MARE ~ - FlRE HYDRANT ~j ~ ®- ELECT. TRAN5. Klm ~ -PROP. LIGHTING VICINITY MAP (NTS~ ~o• q,ty ~e ~~~ / r~ k~wd / EQUIP.-~ POOL ~ HEATER ~_ _ I I O TUR. l! NOTES: 1. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARC}i 2 AREA BY COORDINATE COMPUTATION ~ 124,518 S.F. 3. f.I.R.M. ZONE AS SHOWN 4. PIN NO.: 22 986709 07 7305 5. RECORDED REFERENCE P.C. C. SL 159 6. MINIMUM BUILDING ONES (MBL) SH01N~ HEREON ARE PER THE CURRENT LOCAL ZOIiNG REGULATIONS.,,- OTHER SETBACKS AND/OR RESTRICTIONS "MAYS AND 1~U5T BE VERIFIED PRIOR TO CONSTRUCTLOI~~ y~' 7. ELEVAnONS (NAVD~`1988): AS SHOMAV 8. PROPOSED LOT C ~ ~ ~ ~7 ~ 20 0 ~ 2as~ n ao -- ~~~~~ ~~~~_ ~, ~t~A~~~~~~F _, ' : ED pL~S . . JEAN GUlTE CREEK ~ roPosE~ $v11C~u.ItD '~. •~`~ ~~~~ rQR // EAD ENCROACHES PROPERTY LNIE 14.8' W~/28/VEL P ~~"'~~~~ ~.. ROPERTY NN ~ ~~ _..12.,- iii~rr ~ ~ ~ AEG ti ~ 2006 6 51'E~_~- S~~-~_ CIE) _ ~-_-~_ ~ COASTAE_ A~ AlVAU`~R~ ' x 101.52 ~ ~ '1, ' ' ' T "e` ~ ; Y ~~.~"~;~Lr~i~,,;~ -Z C ~ ~`' CA '' 2s ~ - ~. •. ~ 2 : ~ PROPOSED , coNCRETE_ - ~ :~~ ~. = Q SEAL 9r' ~P~ D Q ~ ~ ~ - = L-2592 ' ~ .'~9 DECx ~.~,; 114.1 I ILVV • 0 I ID.D~ ~ ~. °O ~ 13.9 "PROPOSED STORY DWELLING Ok ING Qc LOT 4 ~ SLAB FouN noN W I~n I / 41 0 ,3. ' i.l R.IF. ZONE: x --A '-'~ _ 1 _ J S L~ F.LR.w. ZONE: AE (7.0') Q ] n f~ - N I PROPOSED ~ z -' CONCRETE I''~,i 74 d 1O~ PROPOSED BEO SYSTEM ACnVE DRNNflEU7 8 UNES O 37.5'" EA. J ~n , ~ In I~ I Q1 tD N 3 i1f 0 P f` h ~;~ I n ~^ ~ I ax r :. ~. x ,: I K N g .. I 40' uBL . /mil`-~4.+- ti~~ V.'~.`~'. ~' ,'' TURFSTONE~ n ~ '~ (SAND SU8 BASE) LOT 3 :.: ~~' ~;= ~~~ .;~ I I N I N I 90.43' (T1E) k ,, ~,(ti~~ ~~~~ ~ MARTIN'S POINT ROAD L'CsEk~pK NAIL o o = . / /w cL of MARnN~s N lfi~, R/ ~~) POINT ROAD ., ~` ~' sl lay ~- ~` OC W W ~ ~ _`~~-' t~ ~ ~ ~.. I(n'n rn. co ..: z. • SET PK NAIL O CL OF MARTIN'S' POINT ROAD ' SURVEY FOR JOHN H. SHUFORD ~c GLENDA G. AS'HUFORD LOT 3 -BLOCK ! - SECTION 2 -MARTIN'S POINT ATLANTIC TOWNSHIP - DARE COUNTY -NORTH CAROLINA `° 20 0 4o SEABOARD SURVEYING & PLANNING, I21?'~ ,: 1 inch 40 ft 103E W. WOOOHiIl DR., P.O. BOX 58, NAGS NERD, NC 27959 aEV:lo~bs/o~MOME H/P. POCL F[ATiF, Mono PItF ~~ OFFICE: (252) 480-8998 FAX: (252) 480-0571 itF:.0604524 SURVEYED:OB/28/06 SH PLA7'TED:09/06/06 BRJ ~, ~ ~ • ~~ •° ~~ ,~ ,~''~, RAY ~`+.~'~ U -~ ~N ~~~< ~~j~w ROPOSED PARKING ~ r pp}} I~{~~ 10~ X 20' (TYP.) #~eOW t ~066oRFU o dZ~icV