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HomeMy WebLinkAbout20061002 Ver 1_CAMA Permit Application_20060621~: ~ Q~:~ ~ NCDENR a-~a ~~~ 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 EXPR)i~~1~RMIT June 19, 2006 ~~ ®~~~~j~ D MEMORANDUM: ,JUi~ y, g 2006 TO: Cyndi Karoly, Supervisor n~r~~ -~la;r~RCU~t~Tv 401 Oversight and Express Permits Unit ~'~a~s~~~~STOS~`'~`~TERa~~CN Division of Water Quality-Surface Water Protection FROM: Jason Dail ~ Express Permits Coordinator JUN ,~ 2006 SUBJECT: CAMA Permit Application Review ~;~,~,~_ ~;~~ •~~.urv vtiE11.~~s~SF` STC~~I~~a'.~ BR;uICN i Applicant: Laguna Bay, LLC for Laguna Bay Subdivision Project Location: Off of Washington Street, adjacent to New River, in Jacksonville, Onslow County. Proposed Project: The applicant is proposing the construction of a 17-lot subdivision, including a pedestrian boardwalk, 4-slip community docking facility, retaining wall, '` riprap, driveways and utilities. Please indicate below your agency's position or viewpoint on the proposed project and return this form by July 11, 2006. If you have any questions regarding the proposed project, please contact Jason Dail at (910) 796-7215, 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: 910-796-7215\Fax: 910-395-3964 \ 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 1. APPLICANT'S NAME: Laguna Bay, LLC for Laguna Bay Subdivision ~~~~~~~~ 2. LOCATION OF PROJECT SITE: Located off of Washington Street, adjacent to New River, in Jacksonville, Onslow County. Photo Index - 2000: Not available 1995:Not available 1989: Not available State Plane Coordinates - X: 2468745 Y: 365858 GPS File: V-060710A 3~. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/07!06 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received -completed - 6/16/06 Office -Wilmington . 6. SITE DESCRIPTION: (A) Local Land Use Plan -Jacksonville Land Classification From LUP -Conservation (B) AEC(s) Involved: ES, EW, PT (C) Water Dependent: Yes (D) Intended Use: Commercial/Residential (E) Wastewater Treatment: Existing -None Planned -Municipal (F) Type of Structures: Existing -Subsurface utilities Planned - 17 lot subdivision including driveways, utilities, retaining wall, rip-rap, boardwalk, pier,. platform and boatlifts (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA) DREDGED FILLED OTHER (A) Vegetated Wetlands Coastal (B) Non-Vegetated Wetlands 1,485 sq. ft. (open water) incorporated (C) Other 362,419 sq. ft. High ground (8.32 acres) graded (D) Total Area Disturbed: 363,904 sq ft (8.35 acres) (E) Primary Nursery Area: Yes (F) Water Classification: SC Open: No 8. PROJECT SUMMARY: The applicant is proposing the construction of a 17-lot subdivision, including a pedestrian boardwalk, 4-slip community docking facility, retaining wall, rip-rap, driveways and utilities. Laguna Bay, LLC Page Two 9. PROJECT DESCRIPTION: The proposed Laguna Bay Subdivision is located off Washington Street, adjacent to the New River, in Jacksonville, Onslow County. To get to the proposed subdivision from Wilmington, head north on US Hwy 17 to Jacksonville. Turn right onto Broadhurst Road and continue approximately one mile. Turn left onto Washington Street and the property will be located on the left hand side of the road. The subject property is currently undeveloped, however the property has been graded and most of the understory vegetation has been mowed/cleared. Elevation at the tract averages from 2' to 12' above MSL. The property consists of approximately 9.21 acres. The highground portion of the tract has vegetation that consists of Live Oak (Quercus virginiana), Long-leaf Pine (Pinus palustris), Hickory (Carya sp.) and Maple (Ater rubrum). Wax Myrtle (Myrica cerifera), Yaupon (Ilex vomitoria) and Grounsel-bush (Baccharus halimifolia) complete the transition to the upper limits of the "404 type" wetlands. Coastal Wetlands species such as Cattail (Typha spp) and Sawgrass (Cladium jamaicense) exists along the northern and eastern shoreline. The coastal and "404 type" wetlands have been delineated, and in several locations they are indicated as a "joint" line on the survey map. The waters of the New River, adjacent to the proposed project area, are classified as "SC" by the Division of Water Quality. This section of New River is designated as a Primary Nursery Area by the Division of Marine Fisheries. According to maps provided by Shellfish Sanitation, the area is CLOSED to the harvesting of shellfish. A 45' utility and access easement runs along the center line of the proposed Laguna bay Drive and continues through the peninsula (labeled as Lot 18 on the workplan drawings). The City of Jacksonville has historically used and maintained this easement for sanitary water and sewer. Utilities in this area are currently serving residents along the southern portions of Jacksonville. PROPOSED PROJECT: The applicant is proposing to construct of a 17-lot subdivision to include: a pedestrian boardwalk, 4-slip community docking facility, bulkhead, rip-rap, driveways and utilities. As proposed, development would include the installation of a driveway/access road that would begin at the entrance of the property, along Washington Street. The driveway (Laguna Bay Drive) would continue east and bear south at the turn around cul-de-sac, ultimately terminating in another cul-de-sac located between Lot 12 and Lot 13. The applicant has indicated that the future property/lot owners would be applying for individual CAMA Minor Permits to construct the privately owned driveways and residential structures associated with the subdivision. In addition to the upland development, the applicant is proposing to construct a retaining wall, boardwalk and community pier for the residents of the subdivision. Additionally, the applicant is proposing to install a narrow section of rip-rap between Lot 5 and Lot 18. The retaining wall, as proposed, would be located on the high ground portion of the property landward of the Section "404" Wetlands line. The retaining wall would run parallel to the shoreline, just landward of the Section 404 Wetland line, and would be approximately 1,350 feet in length. The retaining wall would only be installed from the northeast corner of Lot 5 to the southeast corner of Lot 12. Because the City of Jacksonville maintains an easement through a portion of Lot 18, the applicant has proposed to install a 10' x 60' section of rip-rap, instead of a retaining wall. The rip-rap would also be located landward of the Section "404" Wetlands line. The lots bordering New River on the northern side of the property exhibit a relatively high elevation and do not require shoreline protection. Laguna Bay, LLC Page Three The proposed community pier (which would provide dockage for up to four vessels) would be located on Lot 18, between Lots 5 and 6. Access to the pier would be provided by a 6' wide by 430' long wooden walkway that would extend east from the cul-de-sac, towards the New River. The pier (6' x 70') would begin at the terminal end of the walkway span in a northerly direction, into the New River. A12' x 60' T- head would be located at the terminal end of the pier. The platform would provide access to the five (3' x 25') elevated and fixed finger piers. Four, 12' x 13' boat-lifts would be installed between each of the finger piers. Water depths in the vicinity of the proposed boat-lifts range from -8.0' to -10.0' relative to Mean Low Water. 10. ANTICIPATED IMPACTS The construction of the proposed access road, and grading of the property, would result in the disturbance of approximately 362,419 sq ft (8.32 acres) of high ground. The proposed pier and docking facility would incorporate approximately 1,485 sq ft of estuarine waters and public trust area. The area of disturbance resulting from the construction of the retaining wall and rip-rap would be incorporated as part of the subdivision preparation area. These two areas overlap, and as such, no calculations were included for retaining wall/rip-rap disturbance. Total impervious surface coverage within the 75' Estuarine Shoreline AEC would be 0.0%. The applicant has applied for a State Stormwater Permit with the Division of Water Quality (Permit No.SW8060344), however a permit has not yet been issued. Submitted by: Jason Dail Date: June 16, 2006 Office: Wilmington _ ~43•d Form DCM-MP-1 D .LLd ~ ,~ ,~ I • LIC ATIC) ~~" ° 5 z°°6 APP (To be completed by all applicants) COASTAL IMAONAGEMENT ~Oa61002 b. City, town, community or landmark ~~rkcnn~iille 1. APPLICANT c. Street address or secondary road number Washington St. a. Landowner: Laguna Bay, LLC Go Randy Schilsky d. IS proposed work within City limits of planning Name jurisdiction? ~_ Yes No Address P.O. Box 86 e. Name of body of water nearest project (e.g. river, creels, sound, bay) New River City Jacksonville State NC i '' Zip 285ao Day Phone s1o-Sao-~2s5 Fax 91o-say-o85a b. Authorized Agent: Name Land Management Group, Inc. Address P.O. Box 2522 City Wilmington State N.C. Zip 28402 Day Phone 910-452-0001 FaX q10-452-0060 c. Project name (if any) Laguna Bay 1J~D7E: Permit wit! be issued in name of lodowner(s), and/or proJca Home. 2. LOCATION OF PROPOSED PROJECT a. County Onslow i 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. Installation of a retaining wall and associated backfill, rip-rap, private pier and 4 private boat lifts. Installation of roads and utilities. b. Is the proposed activity maintenance of an existing project, new work, or both? New work. 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. See Project Narrative Revised 03195 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. ~~ Size of entire tract 9.21 Acres b. ~ Size of individual tot(s) ~0.30-0.62 Acres c. Approximate elevation of tract above IViHW or j~/j, Up to 12 feet d. ; Soit types} and texture(s) of tract See Pro~ect Narrative e. Vegetation on tract See Project Narrative i f. Man-made features now on tract None g, j What is the CAMA Land Use Plan land ~ classification of the site? (~~ rtie tocni !rod ~e P~.1 _~ Conservation Transitional Developed Community Rural ~~ h. How is the tract zoned by local government? RA5 i. Is the proposed project consistent with the applicable zoning? x Yes No ~' (Arend, zawg cnn~liance arrifiaare, ~aPPliaibleJ 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? y~ x No 1. :Are there wetlands on the site? x Yes No Coastal (marsh) ~_ Other x if yes, has a delineation been conducted? x (Attndi doaunauauon, 1 cvralabl~) ~~~~~~~D ~u~a r 5 zoos DIVISION iUF m. Describe ems' }}~t~~(gtj ~~~sities. None n. Describe location and type of dischazges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential dischazges.) Surface runoff o. Describe existing drinking water supply source. None 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 forwazd 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 ody high quality copies will be accepted. Blue-line prints or other larger plats are acceptable only if as adequate number of quality copies are provided by applicurt. (Contact the U.S. Army Corps of Fragineers 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 03195 Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certiticstion, if one is necessary. • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts ss proof that such ovmers 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. Nye Giggs H 8 Other Heirs Go Dorothy Marshall AddieSS 272 Morths Ln. Jacksonville NC 28540 Phone NA Name Trent River Oakey Grove MBA c1o Ernest C. Washington Address 272 Morths Ln ~~~~~^-^~~~~~° Nr: 7R_~i4(] Phone NA Name Address Phone NA • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. None • A checlrr for ~200o 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 Ad (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. ~~ a~x ~, .SUN ~ 5 ~~~~ 6. CE 7CIFITCATION AA~~ ~~~-MISSION 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 Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the ProJ~• I further certify that the information provided in this application is truthful to the best of my knowledge. This is the ~_ day of Mav , 20 ~. Print Name !,r ~''~°~~' Signature /"`rte..-~~ I,mdowner or AutkoriZed Agent Please indicate attachments pertaining to your proposed Proj~- DCM MP-2 Excavation and Fill Information x DCM MP-3 Upland Development ~ DCM MP-4 Strucxures Information DCM MP-5 Bridges and Culverts DCM MP-6 .Marina Development NDTE: Please sign and date each attachment in the space provided at the bottom of each form. Revised 03195 Form' DCM-MP-3 UPLAND , - ,~ .r,_, :~~ ti ^ ___ ~~~~~~ EL Pl~~IENT DEV ~ ~ ~~N ~ ~ ~~ (Construction and/or land disturbing activities) L71 V I S 1 O N O F COASTAL MANAGEMENT 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. a. Type and number of buildings, facilities, units or structures proposed One boardwalk or pathway located in common area and a retaining wall. b. Number of lots or parcels One 9.21 acre oarcel (to be subdivided into 17 lots with 1 common area). c. Density (give the number of residential units and the units per acre) 17 units, 0.54 units per acre. d. Size of area to be graded, filled or disturbed including roads, ditches, etc. Approx. 8.32 acres e. If the proposed project will disturb more than one acre of Iand, 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? x Yes No If yes, date submitted 3!28/06 f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. Asphalt 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, rooftops, or to be used for vehiculaz driveways or pazking. Zero 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? X Yes No If yes, date submitted 3/28/06 i. Describe proposed method of sewage disposal. Public sewer sytem. j. Have the facilities described in Item i. above received state or local approval? Pending (Attach appropriate documentation) 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): Surface runoff. 1. Describe proposed drinking water supply source . (e.g. well, community, public system, etc.) Public water system m. Will water be impounded? Yes x No If yes, how many acres? n. If the project is a oceanfront development, when was the lot(s) platted and recorded? NA ~rn "~Vrv~ I •~c~,N _ Applicant jest Name Signatu 5~a~~a(v Dam T- Revised 03/95 Form DCM-MP-4 TLTRES TRUC S (Construction within Public Trust Areas) 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 which relate to this proposed project. a. Dock(s) and/or Pier(s) (1) _ Commercial -Community ~ Private (2) Number 1 (3) Length -~o' (4) Width 6' (5) Finger Piers _~ Yes No (i) Number 4 (ii) Length 25' (iii) Width 3' (t5) Platform(s) x Yes No (i) Number 1 (ii) Length 65' (iii) Width 12' (7) Number of slips proposed 4 Boat Lifts (8) Proximity of structure to adjacent riparian property lines >15' To South, >15' North (9) Width of water body Aearox. 5so' (]0) Water depth at waterward end of pier at MLW or NWL ---10' MLW Boathouse (including covered lifts) (1) NA Commercial NA Private (2) Length NA (3) Width NA c. Groin (e.g. wood, sheetpile, etc.) (1) Number NA (2) Length(s) NA Breakwater (e.g. wood, sheetpile, etc.) (1) Length NA ' (2) Average distance from MHW, NWL or wetlands NA ~, (3) Maximum distance beyond MHW, NWL or wetlands NA r~ ~ . ~~~ .lUN 0 5 200 aivlSioN O~ COASTAL MANAGEMENT e. Mooring buoys (1) NA Commercial NA Community NA Private (2) Number NA (3) Description of buoy (Color, inscription, size, anchor, etc.) NA (4) Width of water body NA (5) Distance buoy(s) to be placed beyond shoreline NA f. Mooring structure (boatlift, mooring pilings, etc.) (1) NA Commercial NACotnmunity x Private (2) Number ~6 moorin ilinas for 4 boat lifts (3) Length -12.5 (4) Width -12' g. 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F2 7983 ~~ DEPARTMENT G -!HE f~:'.:'f ~~ a ~ :~~, '°~ ~~' lp.w ?• '\ I \ ,~ `1 ~ \ ~ ~k ,~,e^ \ ~~ 'Ft s\ .\ 1aE~ 3r / _:? \~ r ~.~ ,~ c,- ~ \ ~ / \,~ ,.Na„t .~ Irv, ,. ~ ~ ~, , 'C4 L~ E FxECE NO.S •) ~ i. 4 ~~ ~ 4~• VVRYS Vh tN(i1NEER5 ~ '~~ -I NOTE' rE~E - E E m _EU EEr 4xD TExTHS 4xo ncfcn ro NE4x ATEP s [C•E EO DO+In ALIINS VIDE IA 19 S, 9 6, 44D 9l F f E E CxGE 5 OB fEET H GMEk `H4x BEAy- ' Ff P' DpiyN w.~Ww i6 ixE PE4rvE Of PEFE RErvCE fOk THE N14N0 wniER 4l cEE OExG 4nM E E C PnsCD Ox E x LOw F s ..:.-r - c nxxa - ~. _ -. -*nnpN O~.SPOSAI ~flCA sHOwrv rHUi•-----~I O~~vOSAL AREA; __J J - O ~~- r C Z ~,' ~~ D ~ o ~; ~~. . D ~ c ~A ~ O Q' ~. m z ` ~' -~ = f k ~y a Map Date: June 2, 2006 Photography Date: Od. 2003 I Reference Grid and Coordinates refer to 1983 North Carolina State Plane Feet - - - - - 52 ft. Setback 1:4000 scale Navigation Channel ~ o soo 1,000 Feet - - - - - 52 ft. Setback Navigation Channel . .....'... ..... y....... ........ Map Date: June 2, 2006 Photography Date: Oct. 2003 I Reference Grid and Coordinates refer to 1983 North Carolina State Plane Feet 1:2000 scale o zoo aoo Feet x.m ~ i X2468335.9 Y3664712 X2468770.8 X2469112.7 ,: ~ , ~, ~ Y366490.8 Y366412.5 Y366527.4 X2466566.1 X2469376.3 US Army COrPS _ Y366402.4 - Y366448.6 of Engineers c. `, ~ - " - - Wilmington District ~ - ~ ._ ... _ - ~u C~ 4 .. ' . , , ~~ ~ - , ~ ~j ~ ~ r ... ~ ~ ..' ~ -. 1. , - - - - - 52 ft. Setback Navigation Channel X2469005.8 Y364452.1 New River Navigation Channel and Setback Location Map # sawgis-06-036c Map Date: June 2, 2006 Photography Date: Od. 2003 ' Reference Grid and Coordinates refer to 1983 North Carolina State Plane Feet 1:2000 Scale o zoo goo Feet ,f ~.. , ' ''' t ~ ' ~ ~ r Landi`t~~ ~ ~" ~~' ' / ~ ~ r tom.,, ~` _ '~ c B~uE ~r~. G> ,' ~ v~~`~`-.~~.......,~~~~,,. } ` `t ~ ~+.--•~~` fs,•lf~,~ttrt' ~~ A ~~.n;.I . ~ CREEri ~ ~ .~` ~. T ~ SITE ~. ~ T-'- ~ .,'`a `. r t "~ ~.,'~`,~ r "'~ ~ j iN '`i '~' 258 i ~~ _ _ ~r ~ ` ~~.: , , ~~ , `~...~ ~ -ter ~. L't9 AD y E X T ~ d 1J `', ..y _ 2 ~ ~,~" .~ ~R,,,. .~ 0 ~ ~- ~ - j_ ~ ~? pis. 9~ ~s'i ~ , ~ G,~ ~ ~. ~, ~ pf ~ ~ `~,~~~ ~ y i . - ` ~ , ~~ ~;~ , t~tT port„ P a r a.~ r s e ~T a, ~ IL~R~Y c'~F t - J ~A{RFiELO \ J r .q~ 4'f" ~ ~ "' : k`iflrst -- _ `~ - -' -' J U IV 0 5 2006 DIVISION OF COASTAL MANAGEMEN *Boundaries are approximate and are "~ not meant to be absolute. SITE Map Source: North Carolina Atlas & Gazetteer. Pg 77 SCALE 1" = 1 Mile Ron Von Lembke Land Management Group, lnc. Schilsky Georgetown Tract Fi ure 1 Onslow Conty NC Environmental Consultants g 02-05-546 Wilmington, N.C. Vicinity Map July 2005 '"~ °` ~..~~~ SITE ~+~ .• '+'~ tqW~ ~~- ~ '~ ',~: .- • • . 4 ' ~,~ _ .. Piling .• °.:~`~, M •. ~ ; .p a - r 3 ~ i r. ~ r y + 1 . "` -'- i` . ~ .~ `` i __- ,~ ~ ~ ~ ~.~ i7.~gI1 ~7lal . r • •~r~ apt • ,: t ~' f.,ir. ~ ,~.. k //l"`" r ~~ ~ ' I E ~ ~ ~~ • ~ {.. ,r, q ~- .~ 4r i^ a a ~ ,!i ,> ., ,Tank :~ .i,. ~ ~ ~ ~~ .~~ t i ~ '+~~Mill ~" ~/Wilson ~{ ~~ '.j' ./,~t`~ ~ Island ,-. ~. ~ .. ~ ~` (C) ., ~,= ~ ~ }, I ~` ~ ~ ~ ~i• ~ ~. ~. ~ ~ ~~~~ ~~: - e~~~ ~ 6 W Zlson ,, ,` _ ~ , ~ ~f ,. _~ ~~ Wilson '~ i ~! {~.+f ~ -~ `^.....-'~~ f ~ X17.. -~ S'~~!`..-.°.....-r,,,4. ~~\ 1a ®, ~ • fP~ .. ... .. . ~ :., ,i, ~y`"".~ 7.. ` ..Mi.v , ,. __>>_. Pine. (G~~~ ~\4 \~'~ `•..-.---- l ,,,.....~ ~. ---- ,r,. .. ,. ~ ~ ~ { . f A, h ~ ., ., ~ x ~v - ~ _ 1 f ~{ ~1ri/~_~N~~eS `, ~ . ~ {/ 1ry~.;t/''~, y7, l~ry, ,[r i~ i~~ ~~\, '8rll~ _ . „~ . .. t ' ! U N d 5 2006 DIViSl~1N OF ASTAL fVIANAGEMENT "Boundaries are approximate and are ''-q, not meant to be absolute. SITE Map Source: Jacksonville South Quadrangle 7.5 minute (topographic) 1971. SCALE 1" = 1,000' Ron Von Lembke Land Management Group, Inc. Schilsky Georgetown Tract FI ure 2 OnSIOW COnty, NC Environmental Consultants g 02-05-546 Wilmington, N.C. USGS Topgraphic Map July 2005 ~, Gp8 { ,~ _... _r,__ _~ rviu~. - iv~uivyi i ivui i iy iii i~ Dui iu GpB -Goldsboro-Urban land complex *Boundaries are approximate and are not meant to be absolute. Map Source: NRCS Soils Map. Ron Von Lembke Schilsky Georgetown Tract Onslow Conty, NC 02-05-546 olvlsloN OF COASTAL MANAGEMENT SITE SCALE 1" = 200' Land Management Group, lnc. Environmental Consultants Wilmington, N.C. July 2005 Figure 3 Soils Map Existing Elevation/Grade ~~, ,~~ .~, ~, ,\ Tie Back Rod r^~ ~~ ~ ~ ~~, " Deadman --_____1 ~\ ~~\ ,~, ~'~~ ~~ Filter Cloth Depth Pe ~~ Contract ~~ ~'I ~y ~ t \r~ yr ~S~d1 D -, ~~ ~• i r R ~ ~~,~ ~ ~ I COFa,,j l-i~e`. ~vt,~iiti. aE~/1ENT NOTE: Typical Retaining Wall Detail. Actual Construction Details and Materials Per Contractor or Engineer. Not For Construction. LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN NAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES CMLY. IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. ~~ ~Y Title: Typical Retaining Wall Detail Date: RCNSIdI Gate: 6/1/06 NA _ Wnler (TYPO Nood, Metal, or /inyl 3ulkhead d.Q/!'LGL~a/YLCL7t[LCIQ/I{II.Q/IL~Gp a7~//, /91.G. CR9M1LN/FMI//714g1A~ [70NLO~LlCQ/lilb ~u~ ~.A~o~JI,, b°omol6n,a. 2 8 /l0 2 9 940-~/5P-0004 Scale: Job Wmber: NTS 02-05-546 ~rawa By: Sheet Number: 65F BA of B Normal High Water ,, '~, Proposed Grade `~~ h ~g ~ -NEW RIVER - ~~~~ \ ' ~~'' ~0D ~' -NEW R i Y E R - ~x~. 1 L1 4._ t~05..._j 1Q6~A6C8 107 '~uDm x• FwoD m~e ~~,,C , fliri~ ~!'i 3 t A7C7~~ ~;° ~>flAY ~, ~ ~". .. a ~y ~ ~ AiC ~ "\ ••",.A A . •,Wp•.Rppp 2p{ _ ••. 08 8C8 C6lSGi MEtLUmS LATE A17C13~ X143 ~~e~~ . ,. H ~~'~••~..,•.~r X1.102 2 ~ ~~ •~~._.._ s ~~,~ ~; ~ ~,~ i ~SCta ~ ~',,, A ~, e yi 1, GPJRY I. CANADY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER NY SUPERNSION FROM AN ACTUAL SURI+EY MADE UNDER MY SUPERNSION (DEED OESCRIP110N RECORDED IN BOOK ~ ,PAGE BEE }THAT THE BOUNDARIES NOT SJRVEYEO ARE CtEARLY INDICATED AS DRAWN FROM INFORMATION AS NOTED; THAT THE RAT10 OF PRECISION ;t; TED IS i:t0,00D+; THAT THE SURVEY IS OF AN EXISTING G ~jTRUCTURE, OR NATURAt FEATURE, SUCH AS A WATERCW WAS PREPARED IN ACCORDANCE 1NTH GS 47-30 ~ a,gqRIGINAL SIGNATURE, RfCnSTRATION NUMBER ANO +~' X006 -'AED' fLD06 2D1E BfARINGS k DISTANCES ALONG COASTAL WETLANDS LINE BEARING LENGTH U39 S83'24'43"W 68.3T L140 N6455'03"W 34.48' Lt4t N08'OS'22'W 50.21' U42 Ntb'09'2b'f 122.64' LINE TABLE LINE BEARING DISTANCE L1 N3111'28"W 12.70' L2 N04'S0'04"E 6.86' L3 N74'38'09"E 27.69' L4 585'04'07'E 43.62' LS N77'39'26"E 16.11' L6 N77'39'2b"E 43.25' U N72'5T27"E 38.80' L8 N77'57'35'E 8.02' L9 N7757'35'E 19.92' L10 58252'24'E 25.86' U1 58552' 3'E 9.52' L12 58b'37'08'E 35.15' L1J S7330'S0' 32.12' L74 S8152'46'E 52. 4' U5 S8i52'46" 30.16' Lib St 'ST 5'W 10.87 Lt7 S O'38'Ot'W 48.63' lib 1055' 'W 37.50' L19 SOt'I '4p'W b0. ' L20 N66 9'17` .1T L21 N 3 4' 0" 39. T l22 N6659'1T 19. 5' L23 6' '48'W 5.45' 124 524'45'04'W 3.45' L25 08 4' 3'E b5.76' L2b SOOZS' 9'W 5 .45' L27 Si '33'24°W 4.70' l28 Sit 3'Z4"W 25.68' L29 518'43'55"W .86' L30 St8'43'S5"W 6.60' ~k ~ ~ o ` -~ / o. vAaas QO// ''~ ~''J`y /w~ t,~ / / 0.34 ACRdS n I i P.~ SE771'2t'p ~ , a~ At71ES G ~,~ `~ ~ ~ a39 AfAES LINE TABLE LINE BEARING DISTANCE Lit S03'OS'10'E 20.14' L32 S03'05'10'E 29.31' L33 50754'43'E 41.40' L34 50754'43'E 17.97' L35 58b52'03'E 3J.59' L36 N02'07'03'W 44.35' L37 N02'07'03'W 35.99' L38 N02'0T03'W 23.76' L39 N02'07'D3'W 53.95' L40 NSb'12'01'E 46.81' L41 N5752'38'E 50.00' L42 N58'46'41'E 35.76' l4 N07U7'40'E 38.50' L44 S07'07'40'W 25.51' L45 586'13'14'£ 29.65' Lob S31'30'DYf 29.4T l47 522'49' t'W 24.65' L48 S6b'29'S1'W 41.83' L49 57b t'39'W 9.37' l50 S67'S1'39'W 41.67' L5t 58'53'0 'W 41.60' l52 540'03'1 'W 7. ' L53 S 9'S2'44'W 7. ' LS4 554 T53'W 47.02' L55 N54 751° 96.35' L56 N55't '01"E 35.50' t57 N2011'03` 5.00' 158 54337'50"W 27.81' L59 5635Y 'E 36.66' L60 S62'Sb' 1' 48.65' zap ~-s i ~ 100 0 100 200 1, / ^~ ry ~C2 ~~ 4 N ~~ o +~~ y -NEW RIPER - `~~f~ c~e~.~:~ 1Hi5 C:AiiFlES THAT THIS COPY OF`(+I,j4(' ~1~GplRIATEtY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SEC~fq$'40'4 OF THE CLEAN WATER ACT AS OE'ERMINEO BY THE UNDERSIGNED ON THIS DATE, UNLESS THERE iS A CHANGE IN THE LAW OR DUR PUBLISHED REGULATIONS, THIS DETERMINATION O< SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO yy~~ EXCEED 5 YEARS FROM THIS GATE. THIS DETERMINATION WAS MADE UTILIZING x tILTLwtos urrE~ ~j ~ ~ ~~ ~IT+ THE 1987 COR^S OF ENGINEERS WETLANDS DEUNEA110N NANUAI. ~~~ ~~ ~I,+ JUI1 Q 5 LI10U ~f TAME K<<"IGT~O'h ~~fCiQ~'•.fl A33C ~ COASTAL 11,4ANAGEMEN A~-~ ---MaY 3°1Z°°~ • ` r LEOEL~Q • W C/L -CENTERLINE Z0o~9aD`~I ~ CMP -CORRUGATED METAL PIPE AfO~ A34C27 CP -CALCULATED POINT CPP -CORRUGATED PLASTIC PIPE • ~ DB -DEED BOOK ~ • J EcM ~ snrcic c~a°~~fTE MONUMENT -- 1METLANOS SURVEY F4R -- X28 EWCM -EXISTING 1MTNESS CONCRETE MON EIP - EX1STiNG IRON PIPE LAGU N A BAY SU B D I VI SON EIS - EXISTNG IRCN STAKE ~ EMN -EXISTING MAG NAIL EPK -EXISTING PK NA1L A36C29 EW7P -EXISTING NATNESS IRON PIPE ' EWIS - EKISIINC WITNESS IRON STAKE JACKSONVILLE TOWNSHIP ONSLOW COUNTY, NC NiP -NEW IRON PIPE ~ NIS -NEW IRON STAKE „ , NMN -NEW MAG NAiL SCALE: 1 =100 MAY 5th, 2005 Y NPK -NEW PK NAiI ~1,A37D30 NN1P -NEW N&TNESS IRON PIPE FB , PG LagunoBayWeflandsPlQt.dwg ~ NW}S -NEW WITNESS IRON STAKE • PG-PAGE GAIRY CANADY LAND SURVEYING PP - POWER PC{E RCP -REINFORCED CONCRETE PIPE g103 RICHLANDS HlCHWAY RICHLANDS, NC 28574 R/W - R}GHT DF WAY TP - TELfPHtktE PEDESTAL (910)324--4515 (910)324-8430 (FAX} ~ WM -WATER METER air canad`~orthlink,net / -E- - O1~ERHEAD ELECTRIC LINE ~ Y J°t' NOT FOR CONSTRUCTION NEW RIVER 0 ~~ ~ ~ ~ ~ -- < ' ~ ~~~ z ', r ~ ~ ~ z D ~ O ~`~1 T m rn ~__-- ~ ~L ~ =. =- / ~ 9~' _ : , it ~~'~ NEW RIVER ~,.L,,.. -.,~1. m APProxlmate MLW - ~~ .-- j ~~`~~°~m ~_ - _ - ~ uru zrF t. ~ ~ ~~i ,~~t~ t.-- _ - w ~ w i i ~u ~ ~ ~..-. Y!J' -~P~-'H' I I ~ - _ Retanmg Wql! I r~ wl E~o ~~- ' ) _. .f`. I ~ I I ... ~~ ~ 1 I _ I se Aa[5 . - e in• ' I~w+ee R~° ROV 7~ A¢vf~ P yl 61 F a.;, «,arts .a~> oa,~.E S _ _ e,ii " .- aI ~ '" ~; , -,~. ~ s^- ~~ ~ TRENT RIVER OAKEY GROVE ~ I - ~ O ,-. ~ .y ~ '~ Npi ~ .. n .. .,,~ i/y' /~o' MBA ( (/ I - I_ ~ ~ l ~~ x,mFS /; R \ 1 1 r I i ~ p ~,f I v / »'.n'F~SFMEM Ffn SEW~NWST~Tth~ I 1,uo.en J B f 1 \ " ._ / -. ~ mnosFR COwMUFa.vc /I~e .q ~ ~ ~ ~ I ~ - ,- ~,,. . i' r ~ - ~. ~o ou.aFS a~;,. J I - 1~ ,. . . ' R55 n "I- I: ~ ~ H >r, we - fife. ' ~i ~~Q u ` / ~:: ,~ I ~ ~~ 1 I ~~ ~n n ~[°ES 1 i ~ ~ iK~8 B ~ - ~~. ... - ~~ _. F~ a c ~~°~ see~zm ~ ' 4~ ~4 ~ a r Harts _- -. Retdnng Wdl - - E ~ ~, I . ~I °m~s 14 4;', j i ql ~ ~ °u~FS IR; _ _ ,~r.~ I ~ : . - - ,~ In so ARDISON IY oas..cnFS G~ ox $ / i~ - . ~_ - St nTF ~.' MF5 I ~IbM 'I 1 O o.I 3Nb MEN 1 Iylg I I _ - ~! .1O1E5 `~ I ~ ~~ ~ i I-x 1- t. - ~' A roximate MLW ~..~.--.--.e.e r:v 'A're. M•'1~.--.-- mn. Y PP -. raa5i ~%.-~..--Rl NEW RIVER n,A ANNIE MONTFORD zorE nM-e H6IBB580TNF0.5 HEIRS Property Line Contour Line Coastal Wetland Line 404 Wetland NHW Line Approx. MW L Legend --"--~--"--"--"- 30' Buffer 75' AEC Line Retaining Wall _ PRELIMINARY NOT FOR CONSTRUCTION 90°' .. , , NEW RIVER Edge of Morsh - I C/L of Channel LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES. ANY UTILI TTES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILT TY OF THE OWNER/APPLICANT AND/OR CONTRACTCM TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. i 1F'~i,4-' FwsTrrrruucunun ~ • M[FSS EA.SFwEM THIS MAP IS BASED ON ORIGIANL DRAWINGS AND/OR SURVEY INFORMATION FROM: GAIRY CANADY LAND SURVEYING 9103 RICHLANDS HIGHWAY RICHLANDS, NC 28574 (910)324-4616 (910)324-8430 (FAX) Crystal Coast Enq~ineerin~q P.A. a~~ ,w enab~ a Q~wR~~ s n~ 3817-3 FREEDOM WAY, HUBEh T, N.C. 28539 PHONE: (9l0) 325-0006 FAX: (910) 325-0060 LAND MANAGEMENT IS NOT RESPONSIBLE FOR THE ACCURACY OF SAID INFORMATION 75 150 00 ~ ~~ C z ~~ ~ o Z~ ~ N O m~ 's m f ~ ~ --~ -- NEW RIVER 1/45eibo<k 3.00' Mooring Piling - ', i ~~ ,) Cpl ~.~ co /, / r~~. I ,a~ ,/.~.r P;~~, ~ ~ ~ I ''~ ~ 12.00' ~I ~~< < ' '~~ ~~~ ~~~ I ~`, ~ ~ ~~, ~ ` } ~ ~ ~ f ~ ~ ~ . _ 25.00 ~ ; -' ~ /. ,-,,~~,'~ U I I _ I ,- ~ ,x~ -'1~1~a ~ r.-. ` '65.00' ~ '~ y~ ~.4 .__.__: ~_ L15 _ 6.00' %- 1 ,,- ~ ~ ~`~ -.__.__ __.-~.__.-- --•--._ 584°36 ~ 20., ~ , , . 6~~ ~ .f .;,. ~~ -~--~-- -- E 585°4 ~~ _ _ '~• 1 ~ ~ 83.1. , =~~ i ,.- Retaining Wa! I '~ =~ _ ~~ ,i _ ~ -~tuirs ~ ~ ', ,~ ' , `5~ ~.~ coca ' " ~~ ~/~~ ~ "~'~ ~1~r~~y ---~Ievated 6oac~etwalk -- ,_ ., , , - - ~ 1 -=-Rip R~ - - ~ ,~~ ,, ~~ -~~~ • b2, .,,~~~~~ ,- 404 WETLANC ,, ~ ' o Dc .-~ ~ ~,; ~-' G,~ ~ ,,L ;h ,~ Legend Property Line --~-- --~-- -- - 30' Buffer Water Depths Are Relative To NAD83 MLW = Approximately -Lo Contour Line 75' AEC Line Coastal Wetland Line Retaining Wall 404 Wetland LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES. NH W Line --•-- --~--•--~- ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THLRD PARTIES AND ARE FOR PRELIMINARY NOT FOR CONSTRUCTION GENERAL REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL VTILITY LOCATING COMPANY. 0 1 60 ~; 24'x3' Finger Pier ~ 404~Coastal Wetlands Line i Bont Lift ' ~ Outer Ed a of Marsh-- g 65'x12' i I Mooring Pilings A ~ Platform ~ ~~ ~~ 9' ~' ~ ~ 8; ~ ~ ~ ~ 7 6' ~'~~ 5 __ _ ' __ _ - _ ---. _ _ __ - _ 1 - _ _~__ 4 ~ _ . ~ . _ . _ - - _ _ ~ '' -_ T. 3' ~ ~ 3 I Min ~ I~ , 2 . ! ~ ~ 1 ~ - __ --- '~ ~I ~~ ~~, ', ~ , ~ I ~, ~~ MNW 0 _~ ~ ~ ~, _1' ~ I j '~ I j ~ ~I ' I Approx. MLW ~ ~ ~ ~ ~ _3 ~ ~ ~ ~ ~ ~ _4 ' ' ~ _5 - -~ _g -10 O 0 0 0 0 0 0 0 0 0 O ''' N W ~ Ul 0~ ~) 00 ~0 O ''' N O O O O O O O O O O O O O N ~!~, I~'~ ``` q~ ~ ~ y D ~~~ ~ ~ I ~ 1l ~, ~~ ~ II~A,ff (~(~ U I\ O ~ 2000 ~~ ~ ~' , i I ~ `1 NOTE: Typical Cross Section. Not For Construction. Actual Construction Details and Specifications Per Contractor or Engineer. DiU{SfON OF ~' COASTAL MANP.GFMENT ___ _- LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE IACAIION OF, UTILITIES ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY TF¢AD PARTIES AND ARE FOR 6ENE0.AL REFERENCE PURPOSES ONLY. IT IS THE 0.ESPONSIBIUIY OF THE OWNER/APPLICANT AND/00. CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. Horizontal I"=I0' Or~l¢__~ZO Vertical 1"=5' ir=:~-;~ o _~ ~ ~ ~ ; ~~ Z _ ~! ~~ c.rl ~ ~ J SITE D p ~--,; pz ~ = ~ ;: ~ ~ Site ocation ap ~, tT1 ~ ~~Z TS ~___ --- -- - _ __ __ r,-t ~ _ ____ - __ ' ~ 90°' z i , ~I ~~ ~~ NEW RIVER. j - Mmrxg PNi 1 . ~ -3.00' ~, '~i ~'. 1200' T ~ lB l fy,_ 82°5224'E LIO - ~ '1,f t',), ~„ i5 ao '. _ 3"E 11 ~ , l ~ 58552'2 L12 ~ ~ ~ ~~~ ~ 1`r.-L4 , lb ~ - , ~ ~"~ ~ ~ ~- '~ "~ ~ L13 , - - L14 ~ .,y.f~'45 ~~ - - - ~ ~ LI5 600 ' _ ~'S ~' Y E" ii -fj_._s898312Q"E--~_ 10'. ~ p~- ~F, I -- _-"-' i ". ~ - 83.1 ~~ - ~ ~ - Retomirg Wall ~ I j ~ / Stairs i wi I ,- " ~.~ i w ~_ B r Z ~. I ~ ~'~ ~ 1~ ~~ / pn.- E N`~ .~Elevat~d ~oabdl~lk~ { I . ~ , ,~- .0.62 ACRES R'P ~'T ~ Eys4 ` --Atcel4 PRfh~~h~ ~ ' ~~ i ( w ~ ~ ' ' ',~ - 0.40 ACRES ~ 0 42 ACRES ~ _ ~ - .= ~ ~ ~~ ~ ~~ F I,' i ~' "i ~.. b'i0~,.~ j . ,. 404 WETLANDS LINE ,. FOi _ I~!a 044 ALRE5 ~, rr' ~f~'J ~1 III I '~ ~ ~ ~i~ f ~ ~ ..F ~ 550 " i ~i ii'- ~I I `T 06{ ACRES ~ ~ ~2~ ~ . - rti `:~ $~ ~ ~~'~ , ~,.' ~ ~ _~ / ~ d? . -:Rip R°P,' ~ i J' ~ " TRENT RIVER ~ ~~~ ~ I ~ ~; ~ ~ , s 3~M~~~ ~r~~ ~~ti~~~~'` ,,,-:gal ,vf ~ ~ _ t OAKEY GROVE , / ` ;~ S °~~'' - ~ ~°' MBA I ~ ~~ R, ~ _ ~~a DB 1219, P6 3 1 ' ~ ~ ^ ( ~ ~ ~ -~ ~- i ZONERM-5 M,"~ ~:1 .1 ~ j - ' v ff-_ A I 938 ACRES. ~ ~ - i 1 ~ ~~ ~ _ 1 ~. 1 ~ t I ~ " . ~ ,' %R ~IOR SEWER PUMP STATION ~ ~ '` t'j~wltfi~l'~ - ~ -.-~~ kOPOSED COMMUNITY GATE 't' ~ ~ ~- ~.- ` .. /~ _ ~ L~ ~! . t? ,, pFH ` w~Ert `` t / 1; 0.32 ACRES 3 / N ~,,,," : . ' ~ ~ ro,E /$_ / - "' ~' ~, QO ~ YAii - '` 1, I ~ v, 19564 l p~c i ~'i ~ ~ D 34,ACRES I I ~1 ~~~~ ~ ~ - I~ ti ~~~ ;i ~ _ _ 57°3321 C/ ~ ~~~ I I ~ - /~ - __._ 1. "~ ,=.. ~__ 22441' ,.~'~ i r f ~ t 0.39'ACRES .3 _ I ~ i-~i q . ,~ ~S , w i 1799' _ -. - (, y~~, '~ ~ ~, ~ ^~~Iil to ~g _.--- -- ~yI/ t .,~ ii ~.'. i. ~ ~ - 039 ACRES' m°~~~ 7 0- '. ' E(,~' ,Iy,~ ~ 3 E ~2 ~ ~~ y~ ~ 0.36 ACRES. ~ Retaining Wall /3~ _ - b +` ~ ~ ; 686°52 0 0~ l ci*' m /~ _ t il ov / ~ ~". .21169 '-~~ .~~ tel. ' ~ 5 ~. :~ ^/~'I :. 1 :.:.- ~. ~.• - ~~a ,r" zj } ~+ ~, ~ w7 f ~~~; E /g ~~ ~° £I 0.39 ACRES i '2 1' Z ' i 13 _._ - I jtt I ~; I ,; ~ .r 0:34 ACRES ~ 1,~ qk'" - 586x52 I t °~t, ' ./ -. '03 E ~A~ - 1$i 119840' __ t' _. -I z1 It T~ ._.- SB3'll',54.E .Q . Iv _ ~ ~~! r i 146.1H` h i i ~I ,r~~ ,,, IF 0.35 ACRES' f ~I I ~ ~ ~$~ -- _` I ~: i~ r~ '' f- 03B ACRES °I ~ - i ~~i - .. 5B6 52 03'E ~- ~ t- ~~~- ' ~ -- '.~ i 158.68'• - -.?( N -tr} .. I 586906'14"E' , 1 Zo l ~ ~ ~ ~ I ; 194.06' , ~~ 1°IO _ ~i ~ ~ ~ - , ~w~ao .( t ~ 0.,36 h I I~ ~ i ') i I fl ACRES - ~ ~; ~ ~ ~ I , ~ ,~ i ~ _ - ~. I ~ ~ 0.42 ACRES I Iw ~ . ~ PFH (7 ' I _ K9` -.~._~.- " 1841 I NB6'S2 03 W'~~.-_.~-.<~-. 5117_ ~ ~ ' t 1 ~~ d`, _~.- - - N86°52'03.W--- _._- 173.92 N86°52'03"W ~ ""~ : ..- ,34-A,~ Property Line Contour Line Coastal Wetland Line 404 Wetland NHW Line Legend -- -- -- -- -- - 30' Buffer 75' AEC Line Limits of Disturbance NtW K1VtK LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCH TIN6, OR THE LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THTS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILI TV OF THE OWNER/APPLICANT AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY. 25 5 1 200