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Home My WebLink About20150704 Ver 1_CAMA Permit Application_20150717Pat McCrory Governor Al - 7 NCDENR North Carolina Department of Environment and Natural Resources Division of Coastal Management MEMORANDUM TO: Ms. Cyndi Karoly Env. Biological Supervisor Division of Water Quality Wetlands Unit FROM: Doug Huggett Major Permits Processing Coordinator Coastal Management Division 400 Commerce Avenue Morehead City NC 28557 2015070 4 Donald R. van der Vaart Secretary Respond to Doug Huggett Morehead City Office DATE: 15 July 2015 LR @ F, �V/ �3 SUBJECT: CAMA Application Review JUL j 7 2015 ; APPLICANT: Mr. David Knoch of Wy,,- --, z --a-v& EIJFF�:R AF��ct�IT�r G'� PROJECT LOCATION: Project site is located at the terminus of SR 1149, Sandy Point Road; iri the subdivision formerly known as the Currituck 10 adjacent to the Pungo River near Scranton in Hyde County, North Carolina. PROPOSED PROJECT: The applicant proposes to develop a 20 acre tract with an access road through wooded 404 wetlands, vehicular bridge over coastal wetlands, gravel parking area, one single family residence, boat ramp, riprap toe revetment and offshore sill for shoreline stabilization, a pier with one wet slip and a single pile for osprey nest. Please indicate below your position or viewpoint on the proposed project and return this form by 4 August 2015. Please contact Steve Trowel] at 252- 948 -3854, if you have any questions regarding the proposed project. When appropriate, in depth comments with supporting data are requested. REPLY This office has no objection to the project as proposed. This office has no comment on the proposed project. This office approves of the proposed project only if the recommended changes are incorporated. See attached. This office objects to the proposed project for reasons described in the attached comments. Signed Date 943 Washington Square Mall, Washington, NC 27889 Phone: 252 - 946 -6481 1 FAX: 252 - 948 -0478 Internet: www.nccoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper DIVISION OF COAS'T'AL MANAGEMENT FIELD INVESTIGATION REPORT T' 1. APPLICANT'S NAME: David Knoch 2. LOCATION OF PROJECT SITE: Project site is located at the terminus of SR 1149, Sandy Point Road, in the subdivision formerly known as the Currituck 10 adjacent the Pungo River near Scranton in Hyde County, North Carolina. Photo Index - 2006: 223 -8639; D -5 2000: 223 -1254; P -6 1995: 109 -155; D -15 State Plane Coordinates - X: 2,726, 600 Y: 628,800 Pamlico Beach Quad. (upper right corner) 3 4 INVESTIGATION TYPE: CANIA/Dredge and Fill INVESTIGATIVE PROCEDURE: Dates of Site Visit — 24 February 2015 and 28 April 2015 Was Applicant Present - Yes PROCESSING PROCEDURE: Application Received - 7 July 2015 �0 Office - Washington ►--Ug' 6. SITE DESCRIPTION: (A) Local Land Use Plan - Hyde County Land Classification From LUP - Rural (B) AEC(s) Involved: CW, PTA, EW, ES, PTS (D) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - None. Planned - Septic tank and drainfield (F) Type of Structures: Existing - None Planned - A vehicular road, bridge, single family stabilization, boat ramp, osprey nesting pile and pier. (G) Estimated Annual Rate of Erosion: 5' 7. HABITAT DESCRIPTION: (A) Vegetated Wetlands (Wooded 404 and Coastal Wetland Marsh) (B) Non - Vegetated Wetlands ( Pungo River Bottom) (C) Other Uplands [AREA] DREDGED FILLED (D) Total Area Disturbed: 52, 500 ft2 (1.21 acres) (E) Primary Nursery Area: No (F) Water Classification: SA; HQW, NSW Open: Yes 21,142 ft2 (Road Fill wooded 404) 9,984 ft2 (riprap) 200 ft2 (Boat Ramp) 20,038 ft2 residence, shoreline OTHER 1,240 ft2 (Bridge, shaded Coastal and wooded 404) 96 W(Shaded) 8. PROJECT SUMMARY: The applicants propose to develop 20 acre tract with an access road through wooded 404 wetlands, vehicular bridge over Coastal Wetlands, gravel parking area, one single family residence, boat ramp, riprap toe revetment and offshore sill for shoreline stabilization, a pier with one wet slip, and a single pile for osprey nesting. David) Knoch Pungo River Hyde County Project Setting The ±20 acre project site is located at the terminus of SR 1147, Sandy Point road, in the former Greenville Timberline subdivision known as the Currituck 10 at Sandy Point on the Pungo River in Hyde County near Scranton, North Carolina. Prior to the subdivision development that occurred in the early part of 2000 at Sandy Point, the site was a pine plantation managed and owned by Weyerhaeuser. The site is best describe as a low lying wooded 404 wetland with limited amount of uplands. Of the 20.6 acres comprising the project site, 17.79 acres are wetlands and 2.84 are uplands. There is an upland area next to the unimproved dirt road used to access the project site off the end of Sandy Point road and another upland area adjacent the Pungo River. The surrounding tracts to the project site remain largely undeveloped with the exception of the adjacent tract to the northwest developed with a single family residence, riprap revetment for shoreline stabilization and a pier. The wooded 404 wetlands were part of a managed pine plantation that was clear cut approximately 10 years ago. The cutover area is vegetated with various shrubs, scattered loblolly pine, red cedar and gum trees. There is an extensive area of Coastal Wetlands marsh that extends landward from the Pungo River into and off the tract to the adjacent parcel to the east. This marsh divides the upland area adjacent the Pungo River. The larger portion of the uplands adjacent the river is bordered on three sides by this marsh and the river on the other. The uplands adjacent the river are vegetated with large mature trees with an open understory and were not part of the earlier described timber harvest. The project site shoreline is subject to high wave energy orientated to the southwest with a fetch that exceeds 2 miles. The uplands adjacent the river shore have a sediment bank shoreline with a +3' vertical escarpment comprising mainly of clay soils. These clay soils while being resistant to erosion have resulted in a shoreline with jagged undulations in the shoreline escarpment. Due to the limited amount of sand input from bank erosion, the normal water level (NWL) is at the erosion escarpment with no sandy estuarine beach. However the marsh that separates the uplands does have a sand bank that rolls over and retreats with the shoreline erosion. The remaining Coastal Wetland shoreline is a vertical peat escarpment at ± 18 ". The Coastal Wetland is vegetated primarily with black needlerush (Iuncus roemarianus), and also contains salt grass (Distichlis svicata), salt meadow hay(Snartina patens), three square (Scirvus americanus), and smooth cordgrass (Spartina alterniflora) fringes along the river shoreline. The nearshore area below the NWL is generally shallow ( <3') and deepens gradually as you move offshore. The bottom substrate is sand. A cursory review by DCM staff of the nearshore area did not reveal any submerged aquatic vegetation (SAV). The Pungo River in this location classified by the Environmental Management Commission as SA HQW, NSW and is open to shellfishing. The Marine Fisheries Commission classifies this area as Coastal Waters. David Knoch Pungo River Hyde County Page Two Project Description The applicant proposes to develop the tract for a single family residence to be constructed on the largest upland area adjacent the Pungo River. Access to the home site will be by a road to be filled 22' wide x 961 long through the wooded wetlands to the river shore. The filled road will have a top width or travel lane 10' wide. Three 15" diameter culvert pipes will be equally spaced along the road to maintain the surface hydrology within the wetland. The previous owner of the project site had obtained a Nationwide Permit No. 14 (Action ID 200802276) from the US Army Corps of Engineers (USACOE) and a 401 Water Quality Certification (DWQ Project # 08- 1006) from the Division of Water Resources (DWR) for road construction in the same alignment proposed in this application. The applicant proposes to mitigate for the 404 wooded wetland impacts by recording a protective covenant on the remaining project site wetlands. A 10' wide x 135' long pile supported wooden bridge is to be constructed over Coastal Wetlands to reach the larger area of uplands and the proposed home site. The bridge decking will be elevated 3'. above Coastal Wetland substrate. The home site has an active septic tank permit issued by the Hyde County Health Department. The applicant proposes to construct 10' wide x 20' gravel boat ramp in uplands for the purpose of launching small skiffs and kayaks. A 10' gravel road will be constructed to the boat ramp off the access road. A three space parking area will also be constructed at the foot of the access road to the boat ramp. This associated infrastructure will be constructed in uplands on the north side of the vehicular bridge on the smaller upland area adjacent the river. A total of 1,158 linear feet of shoreline is proposed to be stabilized with a riprap toe revetment armoring the erosion escarpment which includes 321' of wooded 404 wetland shoreline, 237' of Coastal Wetland shoreline and 600' of upland shoreline. The Coastal Wetland shoreline with the sandy bank that separates the uplands adjacent the river will be protected with an overlapping riprap offshore sill. The sills will be 12' wide x 70' and 83' long respectively. The ends of the sills will overlap the toe revetments on each end and in the center maintaining a ±10' wide opening. The sills will have a height 1.5' above the NWL and will be constructed a maximum distance of 40'seaward of the NWL. The applicant also proposes to construct a 6' x 100' pier with an 8' x 12' L -head platform and two tie pilings for one wet slip. A single piling is to be driven ±40' offshore the NWL for the purpose of constructing an osprey nesting site within view of the proposed residence. Anticipated Impacts The road construction will result in the filling of 21,142 ft' of wooded 404 wetlands. The proposed shoreline stabilization measures will fill 9,984 ft2 of Pungo River bottom. The David Enoch Pungo River Hyde County Page Three proposed vehicular bridge will shade 880 ft2 of Coastal Wetlands and 360 ft2 of wooded 404 wetlands. The proposed boat ramp will fill 200 ft2 of Pungo River bottom. The proposed pier will shade 96 ft2 of Pungo River bottom. The proposed development will disturb 20,038 ft2 of uplands. The project will increase small boat traffic in the area and their associated impacts. There will be some localized short term turbidity during construction of the shoreline stabilization, boat ramp and pier. Steve Trowell — Washington Regional Office —13 July 2015 9. Primary Applicant/ Landowner Information Business Name Last Name Project Name (if applicable) Rubino MI Knoch Property Applicant 1: First Name MI Last Name David Knoch Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City 573 Hunt Club Dr. Corolla ZIP Country Phone No. 27927 USA 252 - 597 - 1360 ext. Street Address (if different from above) I City I State Email porchtime@charter.net 2. Agent/Contractor Information Business Name Quible & Associates, P.C. Agent/ Contractor 1: First Name Brian Agent/ Contractor 2: First Name Mailing Address P.O. Drawer 870 ZIP 27949 FAX No. 252 261 1260 Street Address (if different from above) 8466 Caratoke Highway Email brubino @quible.com MI Last Name D Rubino MI Last Name PO Box Phone No. 1 252 - 261 - 3300 ext. 240 Contractor # City Powells Point <Form continues on back> State INC FAX No. ZIP a 4, City State Kitty Hawk NC Phone No. 2 ext. State ZIP NC 27966 - _i: i. w ''I zi'Si Mi ., li,.�� 1 SJ 'r.'', <7, i']+�'is o m, a S?ai .. i3 r) F �', D 7A 0:9 i. 51 .. > Form DCM MP -1 (Page 2 of 5) 3. -Pidje'O Location County (can be multiple) Hyde County Subdivision Name Formerly Currituck #10 Phone No. ext. APPLICATION for Major Development Permit Street Address State Rd. # Sandy Point Road I NA `�� `/l f City State Zip near Germantown and Scranton I NC I. a In which NC river basin is the project located? Tar - Pamlico c. Is the water body identified in (b) above, natural or manmade? ®Natural ❑Manmade ❑Unknown e. Is proposed work within city limits or planning jurisdiction? . ®Yes *0 4. Site Description a. Total length of shoreline on the tract (ft.) 1,080 ft Lot No. (s) (if many, attach additional page with list) one parcel, , , , b. Name of body of water nearest to proposed project Pungo River d. Name the closest major water body to the proposed project site. Pungo River f. It applicable, list the planning jurisdiction or city limit the proposed work falls within. Hyde County Unincorcorated b. Size of entire tract (sq.ft.) 898,770 sq.ft. (20.63 acres) c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 898,770 sq.ft. (20.63 acres), NWL (normal water level) (if many lot sizes, please attach additional page with a 11st) avg 3 ft ❑NHW or ®NWL e. Vegetation on tract upland- Juniperus virginiana, Spartina patens, Ammophila brevigulata, Solidago semperviens, Gaillarda pulchella; wetland- Spartina patens, Juncus roemerianus f. Man -made features and uses now on tract None g. Identify and describe the existing land uses adiacent to the proposed project site. residential and undeveloped h. How does local government zone the tract? None i. Is the proposed project consistent with the applicable zoning? (Attach zoning compliance certificate, if applicable) ❑Yes []No ®NA 1. Is the proposed activity part of an urban waterfront redevelopment proposal? k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a National Register listed or eligible property? <Form continues on next page> ❑Yes ®No ❑Yes ®No ❑NA ❑Yes ®No ❑NA 45, 3 -- e, ,D 'a' 2iLB- r., .N '_): =137 'w%A;'_ "o'.Z. `i :3 1 -,-„t -.",I -a : .. fi D Form DCM MP -1 (Page 3 of 5) m. (Q Are there wetlands on the site? (ii) Are there coastal wetlands on the site? (iii) If yes to either (i) or (i) above, has a delineation been conducted? (Attach documentation, if available) n. Describe existing wastewater treatment facilities. None existing o. Describe existing drinking water supply source. None existing p. Describe existing storm water management or treatment systems. None existing 5. Activities and Impacts a. Will the project be for commercial, public, or private use? b. Give a brief description of purpose, use, and daily operations of the project when complete. This site will be a family retreat/camp APPLICATION for Major Development Permit ®Yes ❑No ®Yes ❑No ❑Commercial ❑Public /Government ®Private /Community 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. The proposed construction methodology will be consistent with projects of this type. The types of equipment and exact methodolgy will be determined by licensed contractors. Equipment and materials will be stored on site. d. List all development activities you propose. Rip Rap Shoreline Stabilization: 600 ft x 8 ft adjacent to uplands, 558 ft x 6 ft adjacent to wetlands Rip Rap Sill: 2 overlapping sections (135 ft x 10 ft) Driveway, including Section 404 wetland impacts of 0.49 ac. Residential Home Co struction with on -site septic Shed /Barn �_J ,fAVJ\ 10 ft wide p�'' Tt'bridge to access homesite Gravel Boat Launch Pier (6 ft x 100 ft) with platform at end (8 ft x 12 ft) e. Are the proposed activities maintenance of an existing project, new work, or both? new f. What is the approximate total disturbed land area resulting from the proposed project? 0.95 ❑sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. No existing, however, it is possible that there will be minor runoff into wetland areas or public trust (Pungo River). i Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No RNA If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA Is there any mitigation proposed? ®Yes ❑No ❑NA If yes, attach a mitigation proposal. _a 3 '?•�?3 ly 'v h'v '�'� '1 ,. a, 'i fi;'., Pcl wy i� .'d li °.b'.�,.a'S�1 Form DCM MP -1 (Page 4 of 5) <Form continues on back> 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) — (f) 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 Victor Jennette Phone No. Address 490 Makelyville Rd., Scranton, NC 27875 Name Kimberly Shaw Phone No. Address 175 Long Bow Rd., Sailisbury, NC 28144 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. Nationwide # 14 for driveway (expired and not utilized) ID# 200802276, 08/06/08 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. % Certification and Permission to Enter on Land 1 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 certify that the information provided in this application is truthful to the best of my knowledge. Date � � a Print Name V�40aae_U y CwW_- %5 Signature 4��°��e.� �� ri F?akg (bcai Please indicate application attachments pertaining to your proposed project. ®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts ®DCM MP -3 Upland Development ®DCM MP -4 Structures Information Form D _ 7 MP-2 EXCAVATION and FILL (Except for id 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. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization) Length Width Avg. Existing Depth Final Project Depth 9. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in 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: 2. DISPOSA L OF EXCAVATED iVIATERIAL 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 e. (i) Does the disposal area include any 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 disposal in these areas: 30 We 1.5 1 NA 1.5 NA I' b. Type of material to be excavated. 153 12 NA NA ® This section not applicable d. High - ground excavation in cubic yards. ®This section not applicable b. Dimensions of disposal area. d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No ❑NA (ii) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? ,): :•;a ?s °��„'�i 1.�:'% e 1, J:;; ., '�Fi v,eJv;.4.J ",Ni.,..,�.�e °,.:)'os;i ?,iall�; n'np e`:FI:•23;3i1, f1M LJ 3. SHORELINE STABILIZATION (If development is a wood groin, use MP -4 — Structures) a. Type of shoreline stabilization. []Bulkhead ERiprap ®Breakwater /Sill ❑Other: c. Average distance waterward of NHW or NWL: Shoreline Stabilization Rip Rap: centerered on NWL, Sill. Centered 20 ft waterward of NWL (avg) e. Type of stabilization material: Rock and /or clean concrete g Number of square feet of fill to be placed below water level. Bulkhead backfill Riprap Breakwater /Sill 1,836 sf Other I. Source of fill material. off -site materials supplier 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ®Yes []No []NA If yes, (ii) Amount of material to be placed in the water 0 (iii) Dimensions of fill area approximately 961 ft x 22 ft (iv) Purpose of fill Driveway through an area of Section 404 wetlands 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Silt fencing and prompt seeding and watering. C. (i) Will navigational aids be required as a result of the project? ❑Yes ®No ❑NA (ii) If yes, explain what type and how they will be implemented. ❑ This section not applicable b. Length: UDland Protection Rip Rao: 600 ft. Wetland Protection Rio Rap: 558 ft. Sill- 153 ft Width: UDland Protection Rio Rao: 8 ft. Wetland Protection Rio Rao: 6 ft. Sill 10 -12 ft d. Maximum distance waterward of NHW or NWL: 40 ft f. (i) Has there been shoreline erosion during preceding 12 months? ®Yes ❑No ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. minimum of 5 ft of erosion, based on aerial photo analysis and physical observation h. Type of fill material. Rock and /or clean concrete ❑This section not applicable b. (i) Will fill material be placed in 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 ZWL 21,140sf ❑None (ii) Describe the purpose of the fill in these areas: See 4.a.iv l b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Backhoe, bull dozer, roller d. (f) Will wetlands be crossed in transporting equipment to project site? ®Yes []No ❑NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. Only within the footprint of the proposed driveway : �'.° : i�7sy�� .��c�- -.vw:.i�•ia'..,L ":�' °.� ._...,,_�.,..�31.�i:d:' -ri w�;i� ?.:1 �: ?ii.� - �,� %i�v ��; "�'�r:: >�1irj Date Project Name � Aq I D k<JJ ZW-kk - v .P MC- S4 Applicant, Name Applicant Signature Form ®CM MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing 'i- 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. GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures proposed. One house c. Density (give the number of residential units and the units per acre). 0.05 units per acre 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. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ❑Yes ❑No ®NA (ii) If yes, list the date submitted: b. Number of lots or parcels. 1 d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. Approximately 0.95 acres f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. gravel drive, roof of house g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also be covered by impervious and /or built -upon surfaces, such as require a Stormwater Certification. pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of or parking. Water Quality for review? 1 % within the 75 ft AEC ❑Yes ❑No ®NA i. Give the percentage of the entire tract to be covered by impervious and /or built -upon surfaces, such as pavement, budding, rooftops, or to be used for vehicular driveways or parking. 2.1% j. Describe proposed method of sewage disposal. On -site Drainfield (see enclosed Improvement Permit from Hyde County Health Dept.) (ii) If yes, fist the date submitted: k. Have the facilities described in Item (i) received state or local approval? ❑Yes ®No ❑NA If yes, attach appropriate documentation. I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater state (e.g., surface runoff, sanitary wastewater, industrial/ design? commercial effluent, "wash down" and residential discharges). ❑yes ®No ❑NA Minimal surface runoff If yes, attach appropriate documentation. .l -:J. ".%J :i''_'':ii "a �. .. .:v:i i'i�- , °�i`', �l.:j,i., .',' �,`.,- .r•i?:- .�J� ?isi:'�T..- .']_:�?'� .�_.i?'i iic ,d�3;c''S�, '�. ;,•�a:• %'l:• m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) Well o. When was the lot(s) platted and recorded? 6/25/2004 Date Project Name"' YC'Nc, C�k A, ?T" Applicant 14ame A Applicant Signature n. (i) Will water be impounded? ❑Yes ONo ❑NA (ii) If yes, how many acres? p. If proposed development is a subdivision, will additional utilities be installed for this upland development? ❑Yes ❑No ENA Form ®CM MP-4 (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 that relate to this proposed project. Please include all supplemental information. 1. DOCKING FACILITYIMARINVA CHARACTERISTICS a. (i) Is the docking facility /marina: []Commercial ❑Public /Government ®Private /Community c. (i) Dbck(s) and /or pier(s) (ii) Number 1 (iii) Length 100 ft (iv) Width 6 ft (v) Floating ❑Yes ONO ❑ This section not applicable b. (i) Will the facility be open to the general public? ❑Yes ONO d. (i) Are Finger Piers included? ❑Yes ONO If yes- (ii) Number (iii) Length (iv) Width (v) Floating ❑Yes []No e. (1) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? ❑Yes ENO If yes: If yes: (ii) Number 1 (ii) Number (iii) Length 12 ft (iii) Length (iv) Width 8 ft (iv) Width (v) Floating ❑Yes ENO Note: Roofed areas are calculated from drioline dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. 1 ❑ Full service, including travel lift and /or rail, repair or (ii) Number of slips existing maintenance service 0 ❑ Dockage, fuel, and marine supplies ® Dockage ( "wet slips ") only, number of slips: 1 ❑ Dry storage; number of boats: ® Boat ramp(s); number of boat ramps. 1 ❑ Other, please describe: i. Check the proposed type of siting: ❑ Land cut and access channel ❑Open water; dredging for basin and /or channel ®Open water; no dredging required ❑Other; please describe- k• Typical boat length: 16 ft m. (Q Will the facility have tie pilings? ®Yes ❑No (u) If yes number of tie pilings? 2 Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). small skiff -type boats and paddle craft I. (i) Will the facility be open to the general public? ❑Yes ONO 1DIE, 2 DOCKING FACILITYIMARINA OPERATIONS a. Check each of the following sanitary facilities that will be included in the proposed project. ❑ Office Toilets ❑ Toilets for patrons; Number: , Location: ❑ Showers ❑ Boatholding tank pumpout; Give type and location: b. Describe treatment type and disposal location for all sanitary wastewater. c. Describe the disposal of solid waste, fish offal and trash. d. How will overboard discharge of sewage from boats be controlled? e. (i) Give the location and number of "No Sewage Discharge" signs proposed (u) dive the location and number of " Pumpout Available" signs proposed. ® This section not applicable f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of? h. Give the number of channel markers and "No Wake" signs proposed. i. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality. j. What will be the marina policy on overnight and live- aboard dockage? k. Describe design measures that promote boat basin flushing? I. If this project is an expansion of an existing marina, what types of services are currently provided? m. Is the marinaidocking facility proposed within a primary or secondary nursery area? ❑Yes ❑No n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? ❑Yes ❑No o. Is the marina/docking facility proposed within or adjacent to 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 OWL ❑None p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. 3. BOATHOUSE (including covered lifts) a. (i) Is the boathouse structure(s): ❑Commercial ❑Public /Government ❑Private /Community (ii) Number (iii) Length (iv) Width Note: Roofed areas are calculated from dripline dimensions. '10 This section not applicable 4, GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable J a. (i) Number J (ii) Length (iii) Width 5 BREAKWATER (e.g., wood, sheetpile, etc.) a. Length c. Maximum distance beyond NHW, NWL or wetlands 6.' MOORING OORING PILINGS and BUOYS a. Is the structure(s): ❑Commercial ❑Public /Government ❑Private /Community c. Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present. e. Arc of the swing 7. GENERAL .'.J , ;fL.i:- .��;�('•:S .,, h,,ii�:,�� _ -,._ �)t \ °; _, „°.4"',`t,.,....., :'3d:'.;° ._�,_ 1�, ". =ar.�: .. ®This section not applicable b. Average' distance from NHW, NWL, or wetlands 1 - ®This section not applicable b• Number d. Description of buoy (color, inscription, size, anchor, etc.) a. Proximity of structure(s) to adjacent riparian property lines Pier is approximately 166 ft from nearest property line and shoreline stabilization rip rap extends to both adjacent property lines Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body varies: Punao River is aoproximateiv 2 miles wide in this area e. (i) Will navigational aids be required as a result of the project? []Yes ®No ❑NA (ii) If yes, explain what type and how they will be implemented b. Proximity of structure(s) to adjacent docking facilities. no adjacent docking facilities d. Water depth at waterward end of structure at NLW or NWL 3.25 ft plus B. OTHER ®This section not applicable a. Give complete description: One piling (12 in diameter max.) for osprey nesting; located in approximately 2.75 ft of water as shown on plan Date 'Project Name! �p Applicant Name 9 Ai C11-1AA Applicant Signature �>._', -..>,., �;�.%�; o� ._? ,•.' si,'-�tt':it:,i�l y.l'_.) ^,'_ •_'1„'� �ciw._3�1''1;� .,,;� -. - il�:..,::�i',�'i , :;?'s`i',�?; {;; 'i rr�� '<)� i -o' "r f i D: M � v i �` P BRIDGES a d 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. 1. BRIDGES ❑ This section not applicable a. Is the proposed bridge: b. Water body to be crossed by bridge: ❑Commercial ❑Public /Government ®Private /Community Section 404 boastal and non - coastal wetlands C. Type of bridge (construction material): timber e. (i) Will proposed bridge replace an existing bridge? []Yes ®No If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: (v) Will all, or a part of, the existing bridge be removed? (Explain) g• Length of proposed bridge. 135 ft i. Will the proposed bridge affect existing water flow? ❑Yes ®No If yes, explain: k Navigation clearance underneath proposed bridge: NA d. Water depth at the proposed crossing at NLW or NWL: 0 (no surface water) f. (1) Will proposed bridge replace an existing culvert? ❑Yes ®No If yes, (ii) Length of existing culvert: (iii) Width of existing culvert: (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) h. Width of proposed bridge: 10 ft j. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? ❑Yes ®No If yes, explain: I. Have you contacted the U.S. Coast Guard concerning their approval? ❑Yes ®No If yes, explain: m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 3 ft waters? []Yes ❑No If yes, explain: Crosses Section 404 coastal and non - coastal wetlands 2, CULVERTS ❑ This section not applicable a. Number of culverts proposed. 3 (drivewav) b. Water body in which the culvert is to be placed: Section 404 (non - coastal) wetlands < fFoirm continues on back> .,,. _, � � �.,':��. L`. .., .j °5��::C� °-•,J i"�I, ]t,u.•�':3aS51 f,9 a;�,, �'l 7 -='� „]JJ� : IJ�i..A a'_'j "J ":j c, -'I c. Type of culvert (construction material), Steel or traffic rated HDPE d. (i) Will proposed culvert replace an existing bridge? If yes, (ii) Length of existing bridge: (iii) Width of existing bridge: (iv) Navigation clearance underneath existing bridge: _ (v) Will all, or a part of, the existing bridge be removed? (Explain) f• Length of proposed culvert: 26 ft h. Height of the top of the proposed culvert above the NHW or NWL. approximately 2 ft j. Will the proposed culvert affect navigation by reducing or increasing the existing navigable opening? ❑Yes ®No If yes, explain, 3. EXCAVATION and.FILL a. (i) Will the placement of the proposed bridge or culvert require any excavation below the NHW or NWL? ❑Yes []No If yes, (ii) Avg. length of area to be excavated: (iii) Avg. width of area to be excavated: (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: c. (i) Will the placement of the proposed bridge or culvert require any high - ground excavation? ❑Yes ❑No If yes, (ii) Avg. length of area to be excavated: (iii) Avg. width of area to be excavated: (iv) Avg. depth of area to be excavated: (v) Amount of material to be excavated in cubic yards: e. (i) Will proposed culvert replace an existing culvert? ❑Yes ®No If yes, (ii) Length of existing culvert(s): (iii) Width of existing culvert(s): (iv) Height of the top of the existing culvert above the NHW or NWL: (v) Will all, or a part of, the existing culvert be removed? (Explain) g• Width of proposed culvert: 15” i. Depth of culvert to be buried below existing bottom contour. 0.5' k. Will the proposed culvert affect existing water flow? ❑Yes ®No If yes, explain: ® This section not applicable b. (i) Will the placement of the proposed bridge or culvert require any excavation within 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 OWL ❑None (ii) Describe the purpose of the excavation in these areas: :�= J.1'v�1'(✓aL .�:, t��, �� 1•�,J ?>� .,'��''f).:>�-.�'�! ,� _'I`.> ?i'.R'.Il k.',. °3:0�:'>::� iB7 i,51 r_ _ ��f ";`!. �_.:i]. ir.' -'- �.•�:: 5., '�tJ %�'; �';.. :' d If the placement of the bridge or culvert involves any excavation, please complete the following: (i) Location of the spoil disposal area: e. 9• (ii) Dimensions of the spoil disposal area: (iii) Do you claim title to the disposal area? ❑Yes ❑No (If no, attach a lettergranting permission from the owner.) (iv) Will the disposal area be available for future maintenance? ❑Yes ❑No (v) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom (SB)? []CW ❑SAV ❑WL ❑SB ❑None If any boxes are checked, give dimensions if different from (ii) above. (vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ❑No If yes, give dimensions if different from (ii) above. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to bey placed below NHW or NWL? ❑Yes ❑No If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed on high- ground? ❑Yes ❑No If yes, (ii) Avg. length of area to be filled: (iii) Avg. width of area to be filled: (iv) Purpose of fill: 4. GENERAL a. Will the proposed project require the relocation of any existing utility lines? ❑Yes ®No If yes, explain: If this portion of the proposed project has already received approval from local authorities, please attach a copy of the approval or certification. (i) Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d above) to be placed within 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: b. Will the proposed project require the construction of any temporary detour structures? ❑Yes ®No If yes, explain: < Form continues on back> " ,_'�j _ .1� �? c. Will the proposed project require any work channels? ❑Yes ®No If yes, complete Form DCM -MP -2. d. How will excavated or fill material be kept on site and erosion controlled? Silt fencing e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site? dragline, backhoe, or hydraulic dredge)? ®Yes ❑No dozer, backhoe, roller If yes, explain steps that will be taken to avoid or minimize environmental impacts. wetland crossing adjacent to bridge construction will be accoplished with temporary timber matting g. . Will the placement of the proposed bridge or culvert require any shoreline stabilization? ❑Yes ®No If yes, complete form MP -2, Section 3 for Shoreline Stabilization only. Date Project Namee/� A lican ame Applicant Signature 0 1 9;�13S:,''i;� )>3. RE: Agent Authorization for CAMA Major Permitting David Knoch Property, Hyde County, North Carolina As managing member of the above referenced property, I authorize Quible & Associates, P.C. to act as agent for the purpose of CAMA,Permitting. Authorized Signature Name: 11 �� 4 . ®� l� Date: ., ®l xf 4Z3 Zli NARRATIVE- CAMA Major Permitting KNOCH PROPERTY i + -V'� , Revised June 25, 2015 The project is located on sandy Point Rd. in rural unincorporated Hyde County, North Carolina. For reference, the property is approximately centered on 35.445405 °N and - 76.556575 0W. The subject property is currently 20.63 acres and contains 17.79 acres of jurisdictional wetlands and 2.84 acres of uplands. The majority of the property is wooded wetlands and uplands or coastal wetlands. This property is on the Pungo River and is suffering from a high erosion rate which is evident from the recent normal water line (NWL) survey compared to previous surveys. The eroded banks consist of peat beds and sandy deposits. The adjacent property to the north contains a house and riprap shoreline stabilization along with a pier and the adjacent property to the south is undeveloped (similar to the Knoch Property). A Section 404 delineation was performed by USACE and surveyed in 2008 by consultants for the previous owner. Also in 2008, there was a Nationwide 14 and 401 Water Quality Certification issued for a driveway on the subject property. This work was never completed and the permits have expired (copies included). On April 281h 2015, Steve Trowel[, DCM, flagged the coastal wetlands line in areas of the proposed work and surveyors located the flags on the same day (see plotted coastal wetlands line). The Knoch's wish to do the following development activities on the subject property: A. Driveway through Section 404 wetlands This includes proposed fill of 0.49 acres of Section 404 non - coastal wetlands. This is a similar alignment as permitted in the previous Nationwide 14/ 401 Cert. The proposed compensatory mitigation for this activity is on -site preservation of 5.0 acres (10:1 preservation to impact ratio). Other mitigation options have been explored including in -lieu contribution to NC Division of Mitigation Services and private mitigation banks. Based on the cost of mitigation banks costs, the amount (roughly $26,000) in mitigation payment costs would render this project cost prohibitive. Preservation proposed would be achieved in the form of a Protective Covenant (in perpetuity) to be recorded with Hyde County Register of Deeds. A draft Protective covenant is attached. The driveway will include a 10 ft wide gravel surface and a shoulder with side slopes on each side. If necessary, the topsoil in the driveway alignment will be stripped and /or covered with geo- textile fabric prior to receiving sand fill and gravel surfacing. The driveway will include three (roughly equally spaced) 15 inch diameter traffic rated culverts to maintain connectivity of surficial hydrology within the wetland areas. B. Riprap shoreline stabilization and sill This is intended to protect the subject property from erosion and includes: upland protection riprap (600 ft), low profile wetland protection riprap (558 ft) and an offshore sill adjacent to the coastal wetland area consisting of two overlapping sections (153 ft) C. Vehicular bridge to access homesite This is to be a pile- supported timber bridge (10 ft wide), elevated a minimum of 3 ft over coastal wetland elevation. The total length of the proposed bridge is 135 ft, spanning 124 ft of Section 404 wetlands, including 88 ft of coastal wetlands. D. Residential house with on -site septic The residential house footprint is depicted on the CAMA plan along with the proposed on -site septic system. Hyde County Health Dept. has evaluated soil conditions in this location and has found them to be provisionally suitable for an on -site septic system (permit is attached). E. Gravel boat ramp /launch The ramp location is depicted on the plan and is meant to be used by small skiffs and paddle vessels. The water depth is shallow in this area and would not permit larger boats to by launched. This does not include a concrete ramp or bulkheading. F. Pier and platform with one boat slip The proposed pier is 100 ft long x 6 ft wide with a 12 ft x 8 ft "T- Head" platform at the end and one wet slip with two tie pilings off the end. G. One piling (12" dia or less) for osprey nesting 2 � .� � � ' MCINIT`"AP 140T TO SCALE nL�ND ONE` UPLAJA, LNE" .....�.~ .. '.~. ^~.. ° X�l UPLAND LINE 3 el l ^'.~.~. .~ =... ~... ~..�~,.~ ~�� — - - - ' - WETLANDS ovavEx ~~~ ~ BRIANIBRARONE �� . � �� :��W" - -----'---- - --- Li ° X�l UPLAND LINE 3 el l ^'.~.~. .~ =... ~... ~..�~,.~ ~�� — - - - ' - WETLANDS ovavEx ~~~ ~ BRIANIBRARONE �� . � �� :��W" - -----'---- - --- CWM Oil CD C-I. c) it t. CC5 (a) pU 14 Ll HYDE COUNTY HEALTH DEPARTMENT SITE PLAN DAVID H. KNOCH PERMIT #33015 -1 S 49' 41' Z'T 500.46 feet �P il . :E PUNGO RIVER 20000 feet 'I °I} 1 �1y4v NOW OR FORMERLY l4CTOR U. JEANETTE DEED BOOK 167, PAGE 535 N51 ",32_36 "C ______ — . - N 53'" . — . — — — — — 100.00 P_AI_NTE_D _TREES ALONG LINE ,--, IMHW AS PER BALDWIN AND ASSOCIATES MAP PROPOSED CLASS -l�I I5' WIDE ALONCISHORE I PROPOSED DRIVEWAY I ' (0.38 ACRES) 12'X'2.0' GENERAI I STORAOC S116 I I 1177.7/V. 15' WIDE PROPOSED DRIVEWAY (0.38 ACRES) 1 1 it TOTAL ACREAGE UPLAND POCKET LOCATED 965,028 sq. ft. IN PREVIOUS SURVEY. - 22.15 acres 1 1 75' CAFIA SETDACIC� 1 'UNGO RlvL`R I "q �� 404 WETLANDS tI I ! 24X30' GARAGE M1� UPLANDS 29,387 sq. ft. 0.67 acres � V i rn �{ 'n A N ; ECM I' PROPOSED PROPOSED VEHICULAR •"''r CLASS -/� / OR PEDESTRIAN BRIDGE RlP-RAP ALONG SFIORC 16 -FEET ff70E (1,850 sf ,-... f � � may. J r,. 750,44 PROPOSED FIXED PIER .„•""r�- \ PTOPOSED S• DN2LUNG •"' �(36' X52 1- TORY 70 OE ON PILIN'S NOW OR f- ORMERLY 5 ALBIN B. SEARS DEED BOON 128, PAGE 373 — PROPOSCU SEPTIC FIELD J rJI I WITH REPAIR AREA ,,,,. •^' ^~ �+ I a 89 ' 1 h ; N{ �� 5.350 9 sd Yt f +'. VICTOR U -EAWTTIF FIB 167, r -c- '505 N 10 N51"'57<93"'E 1177.71' 532"A� -E \7 7 �327\ PROPOSED LOW -PROFILE RIP -RAP 321 LF PROPOSED 15' 'CULVERT PROPOSED TQ 15' CUL'VERT � -Z _PROPOSED 15" CUI VERT \ PROPOSED SECTION CSS i -404 FILL IMPACTS TTA 21,140 SF 0,49 AD ez PROPOSED 10' GRAVEL DRIVE 22' FILL F76OTPRINT (TYP.) PROPOSED 10'x30' URLAK)157 GRAVEL BOAT RAMP REUNION ti. -7— All PROPOSED GRAVEL DRIVE O PROPOSEDPARKING UPLAND PROTECTION 010—PAP 174 LF PROPOSED /. LOW -PROFILE 4\ RIP -RAP 56 IJ PROPOSED SILL SECTION#2 83 LF yr PROPOSED SILL SIECTION#1��\ 70 IF '9D lj ft PROPOSED 10 f1. OWN ER/APPLI CANT: DA AD H. & ANN B. KNOCH .�73 HUNT CLUB DRIVE GRAVEL DRIVE --F-O NC 27927 1 PIN: 7622-75-5974 1 RECORDED REFERENCE: DB 262, PC 911 4. TOTAL TRACT AREA = �Q8,770 SF / 20163 AC COA57-AL UPLANDS = 1231,582 SF / 2.84 AC PErLAW WETLANDS = 775,188 SF I/ 17.79 AC 5. TRACT AREA WITHIN 75 AEC = 80,688 SF / 1.85 AC 6. APPROXIMATE LAND Dt�S'TURBANCE = 41,421 SF / O.95 AC 7. TOTAL LENGTH OF SHCP,;-UNE - 1,,093 LF 8, PROPOSED NPERVIOUZ -OT COVERAGE ® 18,690 SF (22.0857.) I (WITHIN 75 AEC = 800 51F t0.997.) P�w jQ- RIVER 9, BOUNDARY AND WETLA,14D DATA SHOWN BASED ON MAP ENTITLED "WTLAND SURVEY RIVER '0A3TAL FOR BRIAN BARONE" E " Mc €M & CREED, DATED 05/23/2008, Y�ETLAN95 - ✓ PROPOSED 4'x135' PILE 10. PROPERTY IS LOCATt.D IN NnP FLOOD ZONE AE (EL7') AND SUBJECT TO CHANGES, PROPOSED "-SUPPORTED 'VEHICULAR BASED ON COMMUNITY CID NO° 370133; PANEL 7622; SUFFIX J. /f 9RIDGE '�OOJ) EFFECTIVE DATE: 05/15/2003, 4- PILING FOR (MAP NUMBER 372076L OSPREY NESTr. VICINrrY MAP (Hyde County) i+ / mm 11, APPROVED DELjNEAll0h3-. A. SECTION 404 WE7-ANDS - APPROVED BY USACE SAW -2008-02276 N.T.S,i B� COASTAL WETLAIh:�S ALONG WATERFRONT AND PRO' CT AREAS DELINEATED BY i-1tE (,rrp" JE NCDCM IN MAY 2,,"15. LOCATED BY QUIBLE & ASSOCIATES, PC IN MAY 2015. NWI- LOCATED By QUIBLE & ASSOCIATES, PC IN MAY 2015. 11, PROPOSED WORK: A. DRIVEWAY THROU")H SECTION 404 WETLANDS = 21,140 SF 0.49 AC OF PROPOSED WETLAND IMPACT, UPLAND PROTECTION _/ 8� RIP -RAP STABILIZt I 11OW b. UPLAND PRO'ECTION = 600 LF x 8' "A RIP -RAP 466 LF PROPOSED b, LOW PROFILE ADJACENT TO WETLANDS 558 LF x 6' LiYE ii-rPJ SILL (2 OVEP%s-APPING SECTIONS) = 153 LF x 17.5' GrA�il- DR�VE PROPOSED, VEHICULAR BRIDGE TO ACCESS BRIDGE = 135° x 10' 2 TIE PILINGS -3 -z " c, I (SPANS 38' OF -,,OASTAL WETLANDS & 124' OF SECTION 404 WETLANDS) 15' OFF EDGE m 1D, 3 -BR HOUSE WIT� ON-SITE SEPTIC SYSTEM OF PLATFORM E. GRAVEL BOAT RA&AP/LAUNCH F, PIER (100'x6') W,� PLATFORM (12'x8') & BOAT SLIP AT END W/ 2 TIE PILINGS. N/F PROPOSED w PROPOSED PROP. G 1 PILING FOR OSPI:�,EY NEST JGv* 5. It 8'x12' PLATFORM 6'x100' PIER 30'x6O' RE55CCA -5,EAR5 3 FIR 12. THIS PLAN SUBJECT TI-, ANY FACTRESTRICT-IONS, S S EASEMENTS, COVENAN. ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE S, INCLUDING BUILDING SETBACK RIP -RAP 0B 120, Pc5 3 -1 FD ON SILL (TYP,)-\ c� 9111-E CH. PILES, SEAR i CL LJ N WL (0512015) 12' - — — — — — — — VI — — — — — — — — — --- 12, 1--1 MAX MAX SRI SECTION NIS 135' BRIDGE ��_ f STRUCTURAL DESIGN BY OTHERS AIL 22' WEPLAND IMPACT AREA AL 2AL I iL 10' GRAVEL URFACING 88' COASTAL WETLAND CROSSING PROPOSED .40 AIL 124' SECTION 404 WETLAND CROSSING CUL AL - - - - - - - - - - - - - - — -RAP 1 NWL FINISH EXISTING RIP 81 LF T%Tlr e4TTv,%TNp%T,%mT.nT% GRADE GRADE �WE T LA N �DW N A.CT SECTIO NTS DTjCAL-aECTjQN OE -RIP F P ` >, r Ts j\ ` lS 4 `i itu ANDS NTS 7 JURISDICTIONAL WETLANDS PROPOSED UPLAND PROTEC11ON RIP -RAP =nOnP C1 A111 1-.1,-ROPOSED LOW -PROFILE RIP -RAP CM1 W1 i "STRUCTURAL DESIGN BY OTHERS 0 SHEEIT N 0. OF, I s f-1 El Fils P15035 8DR DRAWN B'( U Fy BDR S—iDATE F Ll L-L 0ZZQLl 5 j rn C-) cc� v, CL Ld < 0 u) 0 z 0 L'i L ID "o cl) < OF C) < -i UJ < EL cl- U z 4- 0 Ln E -j4y QD a Z Lj cy - ci CD > 7' 77 L,J W SHEEIT N 0. OF, I s f-1 El Fils P15035 8DR DRAWN B'( JMH Fy BDR S—iDATE F Ll L-L 0ZZQLl 5 j C-) cc� v, F- v, Ld < 0 u) 0 z 0 L'i L ID "o cl) < OF Ll < -i 0- -,D 0 < EL cl- U SHEEIT N 0. OF, I s f-1 El Fils P15035 8DR DRAWN B'( JMH Fy BDR S—iDATE F 0ZZQLl 5 j SHEEIT N 0. OF, I s f-1 El Fils