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Home My WebLink About20170560 Ver 1_CAMA Application_20170508Ll Coastal Management ENVIRONMENTAL QUALITY May 4, 2017 MEMORANDUM TO: RECENEDMCDE01DWR MAY 082011 wdlet QUail' Permitting Sec►ivt ROY COOPER MICHAEL S. REGAN Secretary BRAXTON C. DAVIS Director 2 U 1 T 0 5 6 0 Karen Higgins, Compliance and Permitting Unit Supervisor DWR - Water Quality Program FROM: Doug Huggett, Major Permits Coordinator c/o Gregg Bodnar, Assistant Major Permits Coordinator Division of Coastal Management SUBJECT: CAMA Permit Application Review Applicant: Laurie and William Moore Project Location: 5 Birch Lane in Southern Shores, Dare County Proposed Project: Remove boatlift/pier, construct replacement bulkhead, fill in basin Please indicate below your agency's position or viewpoint on the proposed project and return this form by 05/25/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252-247-3330). If you have any questions regarding the proposed project, please contact Ron Renaldi at (252) 264- 3901, ext. 237. 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 --''.,'Nothing Compares - 1 State of North Carolina J Environmental Quality I Coastal Management 401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909 252-264-39011252-331-2951[fax] A DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Laurie & William Moore 2. LOCATION OF PROJECT SITE: 5 Birch Lane, Southern Shores, Dare County, adjacent to a man-made canal that leads to Jean Guite Creek. Photo Index - 2006: 185-7227 (M 19) Lat/Long: 36.125174° N -75.740722° W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/21/2017 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received Complete — 5/1/2017 Office - Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan — Town of Southern Shores Land Classification from LUP — Residential and Conservation (B) Areas of Environmental Concern (AEC) Involved: Public Trust Area (PTA) and Public Trust Shoreline (PTS) (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - Septic Planned — N/A (F) Type of Structures: Existing - Single-family dwelling, bulkheaded shoreline, pier, boat basin and boatlift. Planned — Remove pier and boatlift, construct new bulkhead and backfill basin (G) Estimated Annual Rate of Erosion: 1 ft/yr Source - Applicant 7. HABITAT DESCRIPTION: [AREA, square feet (ft2)] DREDGED FILLED OTHER (A) Shallow Bottom PTA AEC I I ±943 ft2 (B) Public Trust Shoreline AEC I I I ±2,760 ft2 disturbed (D) Total Area Disturbed: ±3,703 ft2 (0.085 acres) (E) Primary Nursery Area: Yes (Designated by NC Wildlife Resources Commission) (F) Water Classification: SC Open to Shellfishing: No Laurie & William Moore Field Investigation Report Page 2 8. PROJECT SUMMARY: The applicant proposes to remove an existing boatlift and pier, construct a replacement bulkhead on the western shoreline of the property and fill in a man-made basin. Project Setting The site of the proposed development is located at 5 Birch Lane, Southern Shores, Dare County. The west side of the property is adjacent to a large man-made canal that leads to Jean Guite Creek and the south side of the property is adjacent to a smaller side canal. The property is ±29,239 ft2 in size and has elevations that range from 1.5' to 3' above normal water level (NWL). Man-made features within the highground area include a single-family dwelling and cement driveway. Per the USDA's Natural Resources Conservation Service's Web Soil Survey, the soil on the property is made up of Fripp fine sand (FrD) and is vegetated with lawn grass, loblolly pines, various deciduous trees and ornamental bushes. The shoreline is ±370' in length (±207' along the side canal to the south and ±163' along the main canal to the west) and is stabilized with an aged wooden bulkhead that appears to have been installed between 1984 and 1989 based on aerial photography. A ±32x12.5' irregularly shaped upland basin is located ±50' from the northern property line and is the location of a 12'x12' 4 -piling boatlift and a 20'x4 pier. The bulkhead along ±56' of shoreline immediately south of the basin has failed and is falling out into the canal. Existing water depths within the basin range from 2' to 2.5' below NWL with an average depth of 2.3'. Water depths along the western section of bulkhead range from 2.5' to 3' below NWL with an average depth of 2.8'. The bottom substrate within the project area is made up of fine sands, silts and detritus with no Submerged Aquatic Vegetation (SAV) present. The waters of Jean Guite Creek and associated canal systems are classified as SC by the Environmental Management Commission, are not open to shellfish taking and have been designated as an Inland Primary Nursery Area (PNA) by the NC Wildlife Resources Commission. The adjacent riparian property to the north has a bulkheaded shoreline and contains a single- family dwelling. The adjacent riparian property to the east also has a bulkheaded shoreline, but is undeveloped and vegetated with upland trees and shrubbery. Permitting activity on the property includes CAMA General Permit #14181A issued on 6/26/1995 for the for the existing pier within the basin. Development Proposal The applicants have indicated that the existing boatlift, pier and boat basin are not needed and propose to remove the boatlift & pier and construct ±138' of vinyl bulkhead waterward of the existing bulkhead and basin and then backfill the area with clean fill from an upland sand pit. The proposed alignment begins and ends 2' waterward of the existing bulkhead; however, the existing shoreline angles landward to the basin causing the alignment to average ±6.8' waterward of NWL with a maximum distance of ±20'. This proposed bulkhead alignment will result in a linear shoreline in line with the adjacent bulkheads north of the property. Laurie & William Moore Field Investigation Report Page 3 Anticipated Impacts • The construction of the bulkhead along the proposed alignment will result in the filling of 1943 ft2 of the Public Trust Area AEC with clean fill from an upland source. • The construction of the bulkhead along the proposed alignment will result in the placement of 187.3 cubic yards of fill material below NWL. • Bulkhead installation, backfill and grading will result in 12,760 ft2 of land disturbance within the Public Trust Shoreline AEC. Submitted by: Ron Renaldi Date: May 3, 2017 MAJOR PERMIT FEE MATRIX Applicant: LaLH.t I`loniC Selection Development Type Fee DCM % DWQ % (14300 16014351000931625 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 oro en water areas: II. Public or commercial Ej development that does not $400 100%($400) 0%($0) involve the filling or excavation of any wetlands oro en water areas: Major Modification to a $250 100%($250) 0%($0) CAMA Major permit 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 applies: III(A). Private, non- commercial development, if $250 100%($250) 0%($0) General Water Quality Certification No. 3900 (See attached) can be applied: III(B). Public or commercial development, if General $400 100%($400) 0%($0) Water Quality Certification No. 3900 (See attached) can be applied: III(C). If General Water F-1 Quality Certification No. $400 60%($240) 40%($160) 3900 (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 aquatic life: III(D). If General Water Quality Certification No. $400 60%($240) 40%($160) 3900 (see attached) cannot / be applied: IV. For development that E] involves the filling and/or $475 60%($285) 40%($190) excavation of more than one acre of wetlands and/or o en water areas: NARRATIVE FOR: Laurie & Williau Moore 10NOM APPLICATION for Major Development Permit past revised 12127106) a North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Q i Project Name (if applicable) Applicant 1: First Name I MI Last Name f Last Name Mailing Address PO Box Applicant 2: First Name k MI Last Name Phone No. 1 -S- 3 86 y3 ext. Phone No. 2 ext. FAX No.Contractor If additional applicants, please attach an additional page(s) with names listed. Mailing Address �'r'l�lI"� �l' PO Box City C�i''1f.L55S State Gi% ZIP o il0 Country CountryPho�� 7193 o� 2, � FAX No. 1014 Street Address fff//diffe ent from above) 6V City State ZIP - Email 2. Agent/Contractor Information Business Name 1 /42, //*L� tly,? 1 -.,.,-ie 4 Agent/ Contractor 1: First Name L`-,516 1,11 MI W Last Name ylla� Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City // State ZIP _ (�' Phone No. 1 -S- 3 86 y3 ext. Phone No. 2 ext. FAX No.Contractor # Street Address (if different from above) City State ZIP Email r <Form continues on back> 252-808-2808 .. 1-888-4RCOAS g .. vv vis.nccoastaimanagament.n9t Form DCM MP -1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multi le) Street Address L me State Rd. # Subdivision Na e t ICI Citi (•, State Zip Sev St Lot (If many lot sizes, please attach additional page with a list) = ❑NHW orgNWL e. Vegetation on tract Phone No. - ?L-(- L- (- �J W ext. q Loto.(s) ff many, attach additional page with list) , , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project g. Identify and describe the existing land uses adiacent to the proposed project site. iZta►,\vn�•a`\ sloth= SPD wA'h i3u11'i%L&&J Chdo'.0.4k c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ❑Natural AManmade []Unknown CVrrA.+ctL Sour e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed Erfe—s []No work falls within. k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes PNo []NA �CiJ}hltn 5hot.t.j 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) +s a9,a3ct 4� c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (If many lot sizes, please attach additional page with a list) = ❑NHW orgNWL e. Vegetation on tract Ya,4 JrkSLt ,, , J1kXI40,1i tttA.S f. Man-made features and uses now on tract [ St.rIVIL (=aw.(1y Qwcll.�►y � Gnncr t it dr.vcw�../ � �DUtX ikr.�� Jaf ��TPm r, Plarl-Mo � �.'.N, n J g. Identify and describe the existing land uses adiacent to the proposed project site. iZta►,\vn�•a`\ sloth= SPD wA'h i3u11'i%L&&J Chdo'.0.4k 40a weeda..t1 h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? 51 si �t iria..�►� f2c 1. c� n��a �iSf-f i tt, y (Attach zoning compliance certificate, if applicable) OYes []No [INA j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ONo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes PNo []NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes []No gNA National Register listed or eligible property? <Form continues on next page> 252-808-:2808 .. 1-888-4RCOAST .. www.ntvoastaimanagement.na I Form DCM MP -1 (Page 3 of 4) _ APPLICATION for Major Development Permit y m. (1) Are there wetlands on the site? ❑Yes 4No (11) Are there coastal wetlands on the site? ❑Yes [ No (iii) If yes to either (1) or (11) above, has a delineation been conducted? ❑Yes No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. 6tp�iL o. Describe existing drinking water supply source. M V'%i ,, 1P., p. Describe existing storm water management or treatment systems. NA 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment PPrivate/Communtty b. Give a brief description of purpose, use, and daily operations of the project when complete. 1014'-L Fakir n bJ%Y- u, J Ara tit-V%,k- S4S.,• c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. 1�.e►�►..w� (1;1�nyg �.. w. f�. 34-+) v,&� + 6061.4} — $durtrG w•s� d. List all development activities you propose. P -4t)4•4- �.�,n b�l�Gh..aci� x,11 1n ex�s�'rnc� t3as+•,� W r,.+�vt ex�si,..y bo,i'I•�i`! DoLk e. Are the proposed activities maintenance of an existing proje new work both? f. What is the approximate total disturbed land area resuftin from the proposed project? XSq.Ft or []Acres�,-3C0 (138' x il.o' g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ANo []NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. N/A I. Will wastewater or stormwater be discharged into a wetland? ❑Yes o ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes [:]No [INA j. Is there any mitigation proposed? []Yes []No NA If yes, attach a mitigation proposal. <Form continues on back> 252-808-2808 „ 9-838-4RCOAS— nswa.r.a;ven a .:lv�aana art, ��. "'Form DCM MP -1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project, Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name 11g11i41ror• f TC'n„`lt SwV&� Phone No. Address.l$ Roaar;4k O!, ISSt%rbOrou.1111% on+AO';O (4t6)D.$4-3Ss� NameM00%kA "Oubodtau Trod+s+- Phone No. Address I.Nb Sta Hawk be, bve K j N v a -+q 4 4 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAthA Gceu&r.,l Pe- rrr N It 141Y1 IN iss--t 6146 11 Is x- dor exishng d04- ir< AC&in h. Signed consultant or agent authorization form, if applicable. I. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), If necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. T. 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 the conditions and restrictions contained in the permit. 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 ce that the information provided in this application —iss truthful to the best of my knowledge. Date 1' W —1 -7 Print Name �1 (� a /____ Signature Please indicate application attachments pertaining to your proposed project. WDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts ❑DCM MP -3 Upland Development ❑DCM MP -4 Structures Information 252-303-23193 1-3:33-4RC ,AST -s var^v —nccaastalmanagament-nat Form DCVI MP -2 A (Except} for Fridges 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. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. 1 EXCAIFAldN' "'FT iseron n tSlicbli? a. Amount of material to be excavated from below NHW or NWL in D. Type of material to be excavated. cubic yards. c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: a Location of disposal area. c. (i) Do you claim title to disposal area? []Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner d. High -ground excavation in cubic yards. b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No [INA (ii) If yes, where? e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? (CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ❑No ❑NA or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected? number of square feet affected. [:]CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of disposal in these areas: 252-808-2808 — 1-888-4RCOAST :: www.nccoaStaimanagement.net revised: 12/26/06 Access Channel (NLW or NWL Canal Boat Basin (F I ; Boat Ramp Rock Groin Rock Breakwater Other (excluding shoreline stabilization Length 3a, AvCro.�.c. P1 Width Avg. Existing Depth Final Project � NA LIQ Depth -I 1 EXCAIFAldN' "'FT iseron n tSlicbli? a. Amount of material to be excavated from below NHW or NWL in D. Type of material to be excavated. cubic yards. c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: a Location of disposal area. c. (i) Do you claim title to disposal area? []Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner d. High -ground excavation in cubic yards. b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No [INA (ii) If yes, where? e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? (CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ❑No ❑NA or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected? number of square feet affected. [:]CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of disposal in these areas: 252-808-2808 — 1-888-4RCOAST :: www.nccoaStaimanagement.net revised: 12/26/06 Form DCM MP -2 (Excavation and Fill, Page 2 of 2) a. Type of shoreline stabilization: Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: c. Average distance waterward of NHW or NWL: x•83 e. Type of stabilization material: —y—tom g. Number of square feet of fill to be placed below water level. Bulkhead backfill q•S • Riprap Breakwater/Sill Other 1. Source of fill material. San D� b. Length: 33-' 4 Width: I d. Maximum distance waterward of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? WYes []No ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. I •/vt h. Type of fill material. ls�t,4 n 5e. r, C� :p`--'s'Ti- - -�c-.�-,3•hr-�j'r� rsEs 4� •" x, r 5��tT"-� z. b 'r," r...-�- �, ,^A'r,++" s oi "`vim Y< w F I s+t'`,�J• „+� �, p o �`-`�1frairr.1� ��'� � f� s� v`j "t,��. „�.r�'fr�.��+?� �`'��y �a�� . t.t .� �,Ru 1 11. •• • • • • • •11FIMM 1130111. •. If yes, (ii) Amount of material to be placed in the water (iii) Dimensions of fill area (iv) Purpose of fill submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of the fill in these areas: a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? F%1\ kV-,,A1t,0J w\\yot !x. PXAL .� Fn c.aya4-ur 1�1 alauC cx� CLI iv+/ti Ncw 1W6^ct Traj-ul11 Loa c�f C. (i) Willnavigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project o y es PVo ❑NA site? []Yes E�f4o ❑NA (it) If yes, explain what type and how they will be implemented. (ii) If yes, explain tees that will be taken to avoid or minimize environmental impacts. 252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanaeement.net revised: 12/26/06 � A 3 Ny 333 .y x yy IA y ��2� �' � Atli• + � � �v NM ��uG �. 1) AREA - 29.239 sq. ft. / 0.67 acres (coord.meth.) v/Il�t/ j �f✓l�`� 2.) AS RECORDED IN PLAT BOOK 2 PO. 102: D.C.R. 3.) PROPERTY IS LOCATED IN F.I.R.M. ZONE AE (7). 9AY BERRY rRgzt 4.) THIS PROPERTY IS SUB.�CT TO ANY EASEMENTS THAT A MORE r �; � THOROUGH TITLE SEARCH MAY UNCOVER. 5.) THIS SURVEY IS BALD ON EXISTINGM TATI?N AND 7 RECORDED INFORMATION. Me [0' 1��UM6 6.) ADDRESS : 5 BIRCH LANE �n 7.) PIN iOld I�l/�I ecacn nos: naa } 81720} 296, ® f V�L1! I+ou.,r rax ��'l ) ��v�il(�Lcu MA; Y, [��I.✓ g(1�K11 a �� a1� f� CANAL o old Gv fs,�r,w, ProQ•1.�� Bu�Khe°►t LOCATION MAP (N.T.S.) a. g.�, IST 10.39. Nw 1T KEL011e POWER Pa 2 PC 182 /_ 30' LAMA LIME Pew w Pew I o coNCRIM x to I I • *al+sl 0 34.7' co I X2'8' a 39 9 i I z IjowffiGS 4j 00 "� 70 to 50, VA S LOT 18 N � MEND ® PIN (F) 5 . 6• o CONC MON I # PK NAIL ::. ff�/ I 00 M TELEPHONE LOT 19 WATER DIETER 10 ELEC BOX / IN CABLE N RICK DRIVE & / ARKING AREA A POWER POLE / �-� s.22' CROACHMENT �/ '•�j�. 135.32' 171.08'--S02*25'00"E 0.7VITT,3` Qp 71,; bodeau �' LOT 20 w 40 20 0 40 a 1 tach - 40 rt. co GRAPHIC SCALE Iz i W c °° � � .Q a CA R CJ 4C' �( v$ v 1 O�~'ti� ,oma TOTAL AREA = 29,239 SO. FT. _ g ? 4p ti 9 EXIST. IMPEItMUS AREA - 4,505 Sc. FT. (HOUSE. POR01M a SEAL 9< DECK. cma"m mwwAY, mm" RAMP. 57m r V CONCRETE PADS AND GRAVEL PARKING) L-3531®' ` m .y :. AREA PROPOSED POOL AND POOL DECK - 721 50 FT. i TOTAL IMPERVIOUS AREA -5.226 SO. FT. LOT COVERAGE - 17.87% •,,° Req � R ��• PHYSICAL SURVEY FOR 1. GLORIA J. ROGERS. P.L.S.. CERTIFY THAT THIS 2016-051 LAURIE MOORE MAP WAS DRAWN UNDER MY SUPERVISION FROM mw AN ACTUAL SURVEY MADE UNDER MY SUPERVISION. 05L11/16 51147,}' e{r THAT THE BOUNDARIES NOT ACTUALLY SURVEYED'FU ARE SHOWN AS BROKEN LINES PLOTTED FROM LGJR LOT 19, BLOCK 105 INFORMATION MAP�MEETND ISN THE nREQUIREMNNTSSOFD SOUTHERN SHORES NCAC TITLE 21, CHAPTER 56. SECTION .1600 AS AMENDED. WITNESS MY HAND AND SEAL THIS DARE COUNTY I ATLANTIC TWSP. NORTH CAROLINA THE 11th DAY OF MAY 2016. N 215 B STREET GLORIA J. ROGERS . MCI 2791 (252) 338-1415 Phone L-3531 PROFESSIONAL LAND SURVEYOR (252) 333--67e1 CdI 2- NOTES: 1) ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING STRUCTURAL CONDITIONS. 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PROPER INSTALLATION OF ALL METAL FASTENERS PER MANUFACTURER'S SPECIFICATIONS. 3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORM ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4) STEEL BOLTS AND LAG SCREWS SHALL BE HOT DIP GALVANIZED (MIN.). ALL BOLTS TO HAVE WASHER AND NUT. 5) ALL WOOD MEMBERS FOR THE BULKHEAD SYSTEM SHALL BE #2 SOUTHERN PINE WITH A MINIMUM PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA UCSB STANDARDS. RECEIVEDINCDEOIDWR MAY 0 8 2017 Water QUahty Permitting Section �•- 15 FT. MIN. Received I '4 � '�', -- PROPOSED GRADE ELEVATION 2x6 T.W. BACKING BOARD (TYP.) Vo GALV. TIE—BACK ROD w/2"x2"0is" WASHER & NUT OEA. END (TYP.) a 6x6 T.W. WALERS 036" O.C. (MAX) M VERTICAL SPACING. FASTEN TO PILE APPROXIMATE 11 W/%"O THRU—BOLT w/2"x2"016 -GRADE ELEVATION _ {{ WASHER (TYP.). OVERLAP VERTICALLY Ott AT SPLICE LOCATIONS (TYP.). 6"x6"x5 FT. T.W. ANCHOR--��..o - PILE 05'-4" O.C. (TYP.) 1 I EXISTING GRANULAR' . r . SOILS (SAND) FREE { OF DEBRIS EXISTING GRANULAR SOILS (SAND) FREE OF DEBRIS PROPOSED 425 SERIES SHOREGUARD'':`''� VINYL SHEETING 12 FT. LENGTH. `` :. MIN. 6 FT. BELOW GRADE (TYP.). {3y. � I /.u. - /1-vt I BULKHEAD SECTION VIEW 52 SCALE: 1/2" =1'.0" Ld a `z z� o 0 Wows S w It�. U N Zq� V7��aNdj� a 0 ZNQz T� ad�O� . wzp0_j N zoY0 LL a��a`� � 4 a z w w w U Z w0 F� `Y o a uj 0 g a x O z U CCr u p � >i H MM U. � �HHo N sx 40 F Qa ?3 13: 1 1/2" /2" = 1'-0" SHEET: 2 of DATE: 3-8-17 REVISED: Z 2 L 5'--4" (TYP-) — %"00" LONG LAG SCREWS (TYP.) %"0 THRU—BOLT W/OGEE WASHER & NUT (TYP.) BULKHEAD PLAN VIEW SCALE: 112" =1'-0" T.W. WALER (SEE ELEVATION SECTION FOR SIZE) VINYL SHEET PILE — 425 SERIES SHOREGUARD (TYP.) 2x6 T.W. BACKING BOARD (TYP.) dP SEAL 9 w� z a„ a S j Q w '0 U�Wz4$w -0° '4-z 0M>. toNw a 9191" 0-1-A Q 0 c\j Z�"� W w z Vw w U Z 1§6N llv SCALE: 1/2" = V-0" 3 OF 3 DATE: 3-8-17 REVISED: Q-97-17