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Home My WebLink About20041545 Ver 2_CAMA Application_20200304ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON C. DAVIS Director March 4, 2020 MEMORANDUM: NORTH CAROLINA Environmental Quality FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Ave., Morehead City, NC 28557 Fax: 252-247-3330 (Courier 04-16-33) oreog. bodnarancdenr.gov SUBJECT: CAMA/Dredge & Fill Application Review Applicant: Harvest Pointe Homeowners Association Project Location: 0 Haley Point Road off Newbegun Creek in Pasquotank County Proposed Project: Replace and expand an existing boat ramp, add a lower platform to an existing pier, construct two groins on either side of boat ramp. Please indicate below your agency's position or viewpoint on the proposed project and return this form to Gregg Bodnar at the address above by March 25, 2020, If you have any questions regarding the proposed project, contact Cynthia Rountree (252-264-3901, ext. 234) when appropriate, in- depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. "Additional comments may be attached" PRINT NAME AGENCY SIGNATURE DATE 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. North Carolina Department of Environmental Quality I Division of Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909 252.264.3901 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Harvest Pointe HOA 2. LOCATION OF PROJECT SITE: 0 Haley Point Rd., Elizabeth City, Pasquotank County, Newbegun Creek Latitude: 36012'43.85"N Longitude: 760 77.41"W 3. INVESTIGATION TYPE: CAMA and Dredge and Fill 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —Oct. 3, 2019 & Jan. 7, 2020 Was Applicant Present — First present & second not 5. PROCESSING PROCEDURE: Application Received Complete — February 20, 2020 Office — Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan — Pasquotank County Land Classification From LUP — R-35A — low density residential (B) AEC(s) Involved: ES, PTA, EW (C) Water Dependent: Yes (D) Intended Use: Private/Community (E) Wastewater Treatment: Existing - none Planned -none (F) Type of Structures: Existing — pier with boat slips and a boat ramp Planned - lower platform added to existing pier and replace and enlarge boat ramp, add groins to sides of boat ramp (G) Estimated Annual Rate of Erosion: none Source — n/a HABITAT DESCRIPTION: [AREA) DREDGED FILLED SHADED (A) Shallow Bottom (EW, PTA) 292 sgft (B) Open Water (EW, PTA) 90 sgft (C) High Ground (ES) 240 sgft (D) (E) (F) Total Area Disturbed: 622 square feet Primary Nursery Area: No Water Classification: SC Open to shellfishing: No/Closed Harvest Pointe HOA Field Investigation Report Page 2 PROJECT SUMMARY: The applicant proposes to replace and expand an existing boat ramp, add a lower platform to an existing pier and construct two new groins on either side of the boat ramp on Newbegun Creek. Project Setting The property proposed for development is located at 0 Haley Point Road in Elizabeth City and consists of 0.76 acres adjacent to Newbegun Creek. The property contains a community boat ramp, driveway, parking area, and pier. The property to the north is a residential property and the property to the south is an undeveloped private lot. Vegetation on the site includes, but is not limited to, indigenous yard grass, Cyprus (Taxodium sp.), Saltmeadow cordgrass (Spartina patens), Needlerush (Juncus sp.), and Carex sp. Soil types include Yeopim Silt Loam (YeA). The property has an elevation of approximately 2 feet above Normal Water Level (NWL) along the shoreline. The shoreline is +/- 59 feet in length and has been hardened with a narrow riprap revetment. The property also contains an existing 10 foot by 40 foot hog slat boat ramp and 195 foot pier with six finger piers creating 10 slips. The water classification for this site is Tidal Salt Water (SC). The water depths range from 2.5 feet near the terminus of the ramp to 3.2 feet near the first finger pier. Development Proposal The applicant proposes to replace the existing 10 foot by 40 foot boat ramp with a new concrete12 foot by 41 foot boat ramp and construct two 20 foot groins one on either side of the new ramp. The old boat ramp will be removed using a cofferdam while work is being performed. The applicant also proposes to add a 20 foot by 3 foot lower platform on the east side below the southernmost finger pier on the existing 195 foot pier. The water depth in the area where the platform is proposed is approximately 3 feet. Anticipated Impacts The proposed development will result in the shading of an additional 90 square feet and 292 square feet of fill within the Estuarine Waters and Public Trust Areas of Environmental Concern. The proposed development will also result in the filling of an additional 240 square feet of Estuarine Shoreline Area of Environmental Concern. Of the 492 square feet of fill associated with the boat ramp expansion only 92 square feet is new fill. Submitted by: Cynthia Rountree Date: February 28, 2020 Received JAN 15 Mil Narrative DCM'EC Harvest Pointe HOA Launch and Pier Upgrade The proposed permit details two upgrades to the launch and pier in the Harvest Pointe Homeowners Association (HOA) (Attachment 1), which is located at the southern confluence of Newbegun Creek and the Pasquotank River in Pasquotank County. The site within the HOA for the proposed upgrades is the Haley Point Commons (Attachment 2). The two upgrades are the boat launch/ramp and a step-up/step- down access deck. The existing pier and launch/ramp (-20 years of age) are shown in the GIS image (Attachment 3) and photograph (Attachment 4). Each of the two upgrades is discussed below. Attachment 5 is a scaled diagram of the exiting pier and launch area showing the upgrade location for the step-up/step down deck and the dimensions of the area. A "to scale" diagram of the area is also presented in Attachment 11, which is provided by the CAMA office. Launch area. The existing launch/ramp (pig grading) is deteriorating. Beyond the deterioration, the launch/ramp needs to be widened to allow for less risk/more safety in boat launching and retrieval. The proposed upgrade is the construction of a concrete launch in the same location. The new launch will be 12 feet in width (existing launch is 10 feet), and construction will be done via a cofferdam bordered by groins of each side. The project has been discussed with four potential contractors. The attached construction diagram (to scale) illustrates the proposed upgrade (Attachments 5). A cross sectional schematic of the existing and proposed launch is shown in Attachment 9. Step-up/Step-down Deck. The purpose of this upgrade is one of safety: allowing individuals to access the pier from a boat and vice versa with minimal risk. This problem is due to the height of the existing pier which exceeds that of the normal water level (NWL) by 3 feet. The proposed step-up/step-down deck will provide an intermediate deck surface. The proposed construction shows its location off the existing pier (Attachment 6). A lateral view of the construction shows the decking (3.0' x 30') supported by angled braces tied into the existing pilings. All construction boards will be pressure treated for marine applications. Ownership Documentation. The ownership documentation (Attachment 10) is from the Pasquotank County GIS data base and shows the "Tax Card" for the Haley Point Common area within the Harvest Pointe HOA. Attachments 1. Harvest Pointe HOA region on Newbegun Creek 2. Haley Point Commons within the HOA (2A and 2B) 3. GIS image of existing pier and launch at Haley Point Commons 4. Photograph of existing launch (4A) and launch (4B) at Haley Point Commons 5. To scale diagram of existing pier and launch at Haley Point Commons 6. To scale diagram of step-down/step up deck 7. Addendum Attachment 7. Plat map of Haley Point Road 8. GIS image of wetlands adjacent to the proposed upgrades 9. Cross section of launch area (to scale) 10. HOA ownership documentation from Pasquotank County GIS data base and "Tax Card" 11. CAMA diagram of Haley Point Common area (to scale diagram provide by C. Roundtree) Harvest Pointe HOA Launch and Pier Upgrade Harvest Pointe HOA—George Taylor 12/18/2019 Drawer: George Taylor Attachment 1. Harvest Pointe HOA region at confluence of Newbegun Creek and Pasquotank River. Red arrow is North. Blue arrow is direction of normal water flow from Newbegun Creek into the Pasquotank River (on right). Received JAN 15 2020 DCM-EC Attachment 2a. Pasquotank County GIS image of Haley Point Commons Attachment 2B. Enhanced Pasquotank County GIS image of the existing pier and launch at Haley Point Commons Received IAN 16 2020 ®CM -EC 0 Attachment 3. Enhanced GIS image of existing pier and launch at Haley Point Commons 1"W Received JAN 15 1010 DCM-EC Attachment 4A. Photograph of existing pier at Haley Point Commons Attachment 4B. Photograph of existing launch at Haley Point Commons Received JAN 15 2020 DCM-EC R Harvest Pointe HOA Launch and Pier Upgrade Harvest Pointe HOA— George Taylor 12/18/2019 Drawer: George Taylor a- vlr. I r NEwdYry 4, C.re% 1 � I SY 51i('i ISIIY o 0 ISI n''' SLi7 L £IIR � NaGs 3' �. p h p v u LJGjF 1'lofr"�� L3'x- -V') `____I yray6y�i I laugqn<b � � geAl.we n'� � i 1 d elee�ird Nermal �1 � EASr pr�Jc 1 Lu+;' r Figure 5. To scale schematic of the existing pier and launch and the proposed upgrades to the launch/ramp and pier. Red arrow is North. Blue arrow is normal flow of water out of Newbegun Creek into the Pasquotank River. Received JAN 15 1010 DCM-EC 7 Harvest Pointe HOA Launch and Pier Upgrade Harvest Pointe HOA —George Taylor 12/18/2019 Drawer: George Taylor -IA,f'Vf 5� �'�iTr tltA 7(�(�'h 4AUti(CI� L17 7t .Tf>[ Figure 6. To scale schematic of the Step-Up/Step-Down Pier Received JAN 15 2020 DCM-EC E Harvest Pointe HOA Launch and Pier Upgrade Harvest Pointe HOA — George Taylor 12/18/2019 Drawer: George Taylor 'k, Attachment 7. Plat map of Haley Point Road showing Haley Point Common, AEC and shoreline, and location of Newbegun Creek and Pasquotank River (lower end of figure). Received JAN 15 201) DCM-EC Figure 8. GIS image of jurisdictional (blue) and potential wetlands (pink) at the proposed site. Received JAN 15 2020 DCM-EC 10 Harvest Pointe HOA Launch and Pier Upgrade Harvest Pointe HOA—George Taylor 1/13/2020 Drawer: George Taylor 3 'v i N N '{ Misr < nN w e o^ r b - FJ Y j ,4 �a Received JAN 15 Y@Z9 UCM-LC Figure 9. Cross section of existing launch area (to scale). The proposed launch is located as identified in this schematic but the width of the launch is extended form 10 feet to 12 feet. 11 Fire Ilvdrins/District 51 Posquotenk County Property Card as of January 1, 2020 (click II fl8E for previous version) PIN: PID: 8950 0061969 MAP: P129-65 Deed Book: 826 / Deed Page: 34 / Date: 20041019 081391 Location: 00000 Prior Current BOAT RAMP - Evaluation Evaluation HALEY PT Year: 2006 Year: 2014 Land $253700 $158200 HARVEST POINTE Use ' HOMEOWNERS Land s0 iA ASSOCIATION R INC Bulkiog $0 $0 P O BOX 2204 Click hem to send us a ne Pother picture Total $253700 $158200 ELIZABETH CITY, NC 27909 Assessed $253700 $158200 Ace(: 0104246 Estimated County Tax: $1218.14 Notes 20160610 Land Waterfront 32919.0 sqi$4.805286/sq $158190.0 0 Total Acres: Total Land Value: 0.756 158200 Received JAN 15 Z&O DCM-EC Figure 10. HOA ownership documentation from Pasquotank County GIS data base and "Tax Card". CAMA has the Pasquotank County deed information from the deed book. 12 Harvest Pointe HOA Launch and Pier Upgrade Harvest Pointe HOA—George Taylor Drawer: Cynthia Roundtree Kfflval,N CMK HARVEST POINTS WA p BORT AAMO RFNAOEHEMI PNeueT�uR m+ntt UmN p Received BAN 15 020 DCM-EC Figure 11. CAMA diagram of Haley Point Common area (to scale diagram provide by C. Roundtree) DO MP-1 Received APPLICATION for Major Development Permit (last revised 12127106) ]AN 1 b 016 DCM-EC North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) Harvest Pointe Homeowners Association Pier and Launch Upgrade Applicant 1: First Name MI Last Name George E Taylor Applicant 2: First Name MI Last Name Morris King If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 2204 Elizabeth City NC ZIP Country Phone No. FAX No. 27906 USA 571-344-3489 ext. Street Address (if different from above) City State ZIP 105 Gibson Lane Elizabeth City NC 27909- Email getaylornc@gmail.com 2. Agent/Contractor Information Business Name To Be Determined; Have Interviewed Four Contractors Agentl Contractor 1: First Name MI Last Name Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State ZIP Phone No. 1 - - ext. Phone No. 2 - - ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email <Form continues on back> Form DCM MP-1 (Page 2 of 4) Received APPLICATION for b g�20 Major Development Permit 3. Project Location County (can be multiple) Street Address Slate Rd. # Pasquotank Haley Point Road - un-numbered common area Subdivision Name City State Zip Harvest Pointe HOA Elizabeth City NC 27909 - Phone No. Lot No.(s) (if many, attach additional page with list) 571 - 344 - 3489 ext. I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Pasquotank River Newbegun Creek 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 []Manmade ❑Unknown Pasquotank River e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed []Yes ®No work falls within. Pasquotank County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 59.02 feet 32,919 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 0.75, 1 , acres NWL (normal water level) (If many lot sizes, please attach additional page with a list) 5.5 ❑NHW or ®NWL e. Vegetation on tract Natural vegetation including cypress, arrowhead and sedges f. Man-made features and uses now on tract Concrete drive, launch area and pier g. Identify and describe the existing land uses adjacent to the proposed project site. Underveloped lot to the west and personal residence to the east h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? Residential district - low density[ (Attach zoning compliance certificate, if applicable) ®Yes []No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? <Form continues on next page> 2..52.808-2808 .. i 888.4RCOAST .. cow w.ncc ontitaim an a0em r. nt.net Form DCM MP-1 (Page 3 of 4) Received APPLICATION for Major Development Permit ,AN t b 2020 M. (i) Are there wetlands on the site? DMEC ®Yes ❑No n Are there coastal wetlands on the site? DC' -'_� (��) []Yes ®No (iii) If yes to either (i) or (il) above, has a delineation been conducted? ®Yes ❑No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. N/A o. Describe existing drinking water supply source, N/A p. Describe existing storm water management or treatment systems. NIA 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑PublictGovernment ®Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. For HOA members to launch and retrieve boats and have safe access to pier/slips 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. Please see the attached narrative for more detail. Upgrade of existing pier with addition of step-up and step-down finger pier for safety and ease of access Upgrade of existing but deteriorating launch, which is slabs of hog grate Equipment: backhow, dump truck, and excavator d. List all development activities you propose. Upgrade of existing pier with addition of step-up and step-down finger pier for safety and ease of access Upgrade of existing but deteriorating launch e. Are the proposed activities maintenance of an existing project, new work, or both? Both f. What is the approximate total disturbed land area resulting from the proposed project? 421 ®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. None I. Will wastewater or stonnwater be discharged into a wetland? ❑Yes []No ®NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA j. Is there any mitigation proposed? ❑Yes ❑No ®NA If yes, attach a mitigation proposal. <Form continues on back> 202.808-2808 .. 1-888 ArtCOASY .. www. nc coos to torn nayemout.net 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 outer 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 The Miller Family Phone No. Address 125 Gibson Lane, Elizabeth City NC 27909 Name The Bryant Family Phone No. Address 106 Haley Point Road, Elizabeth City NC 27909 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perrnittee, and issuing dates. MP 178-04 to Harvest Pointe SID om 12/17/2014 COE Action No. 2000411783 DWQ Project no. 041545 h. Signed consultant or agent authorization forth, if applicable. 1. 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. 1 7. 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 certify that the information provided in this application is truthful to the best of my knowledge. Date 1/13/2020 Print Name Geor ETa for Jr Signature Please indicate application attachments pertaining to your proposed project. Received ®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development 1 b Z020 ®DCM MP-4 Structures Information DCM-EC Z !i2-808 2t3Uit .. 1 880 1"COAST .. WWW. uc c oa sta lni:uvag coven t. net Received Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) JAN I b 2020 DCM-EC Attach this forth 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 (NLW or Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline NWL) stabilization Length 41 Width 12 Avg. Existing 2.0 NA NA Depth Final Project 2.0 NA NA Depth 1. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 15.5 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 OWL ®None (0) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. To be taken off site by contractor 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: ❑This section not applicable b. Type of material to be excavated. Concrete d. High -ground excavation in cubic yards. 0.0 []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? 2.12.808-230II :: '1-IIL;B 4R r:OASI' c 11b2610G Form DCM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION ®This section not applicable (If development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: b. Length: []Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: c. Average distance waterward of NHW or NWL: d. Maximum distance walerward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level. Bulkhead backfill _ Riprap Breakwater/Sill_ Other_ i. Source of fill material. f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ❑NA (it) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. Received DCM-EC 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a. (I) Will fill material be brought to the site? []Yes ®No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or n Amount of material to be laced in the water _ other wetlands (WL)? If any boxes are checked, provide the () P number of square feet affected. (Ili) Dimensions of fill area _ ❑CW ❑SAV _ ❑SB (iv) Purpose of fill ❑WL ❑None (ii) Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Material will be removed 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. 1/13/2020 Date Launch and Pier Upgrade Project Name What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Badthoe, dumptruck, excavator, cofferdam d. (i) 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. George Taylor Applicant Na 617� Applicant Signature 252-808-2808 :: 1-888-4RCOAST :: www. ncc ea r:Ldmanegement, net revised: 12126106 Form DCM MP-4 STRUCTURES (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 FACILITY/MARINA CHARACTERISTICS a. (i) Is the docking facility/marina: ❑Commercial ❑Public fGovemment OPrivate/Community [I This section not applicable b. (i) Will the facility be open to the general public? ❑Yes ONO c. (i) Doclus) and/or pier(s) d. (i) Are Finger Piers included? []Yes ONO (ii) Number 1 If yes: (iii) Length 20 feet (ii) Number (iv) Width 3.0 feet (iii) Length (v) Floating ❑Yes ONO (nr) Width _ (v) Floating []Yes ❑No a. (i) Are Platforms included? [--]Yes ONO f. (i) Are Boatlifts included? []Yes ONO If yes: If yes: (i) Number (ii) Number (iii) Length (iii) Length (iv) Width (iv) Width (v) Floating ❑Yes ❑No Note: Rooted areas are cakulated hom dripline dimensions. g. (i) Number of slips proposed h. Check all the types of services to be provided. 0 ❑ Full service, including travel lift and/or rail, repair or (ii) Number of slips existing maintenance service ❑ Dockage, fuel, and marine supplies 6 ❑ Dockage ('Wet slips) only, number of slips: ❑ Dry storage; number of boats: ® Boat rsmp(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 andfor channel []open water; no dredging required ❑others please describe: k. Typical boat length: 20 m. (i) Will the facility have tie pilings? []Yes ONO (ii) If yes number of tie pilings? j. Describe the typical boats to be served (e.g., open runabout, charter Croats, sail boats, mixed types). run -a -bout I. (i) Will the facility be open to the general public? []Yes ONO T:74BOn-ze08 :: -1-MIR 1110lf W;1 •• vi'm ^r-nlovra-d! iBUG Form DCM MP-4 (structures, Page 2 of 4) 2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable 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. (ii) Give the location and number of "Pumpout Available" signs proposed. 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? Received m. Is the marina/docking facility proposed within a primary or secondary nursery area? p�� EC ❑Yes ❑No 252-808-2808 :: 1-888-4RCOAST :: www.nccoastnlnranagemenl.net revised: 12I2T06 Form DCM MP-4 (Structures, Page 3 of 4) 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 (SIB), 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. 13. BOATHOUSE (including covered lifts) ®This section not applicable 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. 14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ❑This section not applicable a. (i) Number 2 (ii) Length 20 (iii) Width 1 5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable a. Length b. Average distance from NHW, NWL, or wetlands c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING PILINGS and BUOYS ®This section not applicable a. Is the structure(s): ❑Commercial ❑PublictGovernment ❑Private/Community C. Distance to be placed beyond shoreline Note: This should be measured from marsh edge, if present. e. Arc of the swing ► C3zf,Tl#:'CIA b. Number d. Description of buoy (color, insc(ption, size, anchor, etc.) Received .IAN 15 2020 DCM-EC 2..52-808-2808 :: 1-1388-411COAST :: www.nccoastalmanagmnent.pra revised: 12/27M(i Form DCM MP-4 (structures, Page 4 of 4) a. Proximity of stns:ture(s) to adjacent riparian property lines b. Proximity of strucure(s) to adjacent docking facilities. 30 (west) and 15 (east) feet 83 feet to the west and 168 feet to the east Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body 2 feet 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. d. Water depth at waterward end of structure at NLW or NWL 3 feet 18.OTHER ❑This section not applicable I a. Give complete description: See attached narrative and diagrams Item 1 c is for Step Up and Step Down Pier only 12/20/2019 Date Harvest pointe HOA Launch and Pier Upgrade Project Name George Taylor Applicant Na e Applicant Signature n 252-808.2808 :: 1.888.4RCOA87 :: www.necoastalnxanagement.net revised: 12/27106 Received Deed number 01 WD Transfer tax $ — O JAN 1 a 2020 Pasquotank County Assessor's Office DCM-EC BOOK B26 PAGE 34 Mail after recording to: Max S. Busby, P.A. PREPARED BY MAX S. BUSBY P.O. Box 445, Edenton, NC 27932 Land Transfer No: Psr)s; oy13y I NORTH CAROLINA WARRANTY DEED PASQUOTANK COUNTY THIS DEED, made this O-� day of October, 2004, by Greenville Timberline, LLC, GRANTOR to HARVEST POINTE HOMEOWNERS' ASSOCIATION, INC., 150 E. ARLINGTON BLVD., STE E, GREENVILLE, NC 27985, GRANTEE; That the Grantor, in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations to it paid by the Grantee, the receipt whereof is acknowledged, has given, granted, bargained, sold and does hereby convey unto the Grantee, the Grantee's successors and assigns, that certain tract or parcel of land lying and being in Salem Township, Pasquotank County, North Carolina and more particularly described as follows: TRACT ONE: All road rights -of -way, including but not limited to Mia Court, Gibson Lane, Haley Point, and the unimproved fifty (50) foot right-of-way, as shown on "FINAL PLAT FOR HARVEST POINTE" recorded in Map Book 35, pages 40 through 43 of the Pasquotank County Registry. SUBJECT TO the rights of all owners of parcels in the subdivision to the use and benefit of said road rights -of -way and to the rights of the developer, Greenville Timberline, LLC, to use said road rights -of -way and the unimproved right-of-way as shown on the above -referenced plat for extension of the subdivision to other parcels. TRACT TWO: That parcel shown as "Boat Landing" containing 0.76 acres (32,919 square feet) located between Lots 24 and 25 of Harvest Pointe as shown on map recorded in Map Book 35 at page 43 of the Pasquotank County Registry. SUBJECT TO the rights of owners of parcels in the subdivision to the use and benefit of said "Boat Landing" for recreational purposes and SUBJECT TO the rights of the developer, Greenville Timberline, LLC to extend the rights of use of said "Boat Landing" to purchasers of other parcels in tracts to be later developed by said developer. identification of tracts now or hereafter held for sale by said developer. TO HAVE AND TO HOLD the same, together with all and singular, the rights, ways, privileges and appurtenances thereto belonging or in anywise appertaining unto the said Grantee, its successors and assigns, in fee simple, forever. The Grantor covenants with the Grantee that it is seized in fee simple of the above -described property and has good right and title to convey the same; that the same is free and clear of all liens and encumbrances, except those things and matters above set forth, and that subject thereto, it will forever WARRANT and DEFEND the title to the same against all lawful claims and demands. IN WITNESS WHEREOF, Greenville Timberline, LLC, a Delaware limited liability company, has caused this instrument to be executed by and through its attorney -in -fact, the day and year first above written. GR/'� vLLE By: G/� (SEAL) Charles G. Watkeys, Attorney -in -fact STATE OF NOR AROLINA COUNTY( P I, the undersigned Notary Public, do hereby certify that Charles G. Watkeys, Attorney -In -Fact for GREENVILLE TIMBERLINE, LLC personally appeared before me this day and being by me duly sworn says that he executed the foregoing and annexed instrument for and in behalf of GREENVILLE TIMBERLINE, LLC and that his authority to execute and acknowledge said instrument is contained in an instrument duly executed, acknowledged and recorded in the Office of Register of heeds of Pasquotank County, North Carolina, on February 4, 2004 and recorded in Book 791, page 437 and that this instrument was executed under and by virtue of the authority duly given by said instrument granting him power of attorney, that the said Charles G. Watkeys acknowledged the due execution of the foregoing and annexed instrument for the purposes therein expressed for and in behalf of the said GREENVILLE TIMBERLINE, LLC. Witness my hand and official seal this qz%"— day of October, 2004. My Commission Expires: KFTH 040LINA, PAS"TAW MUWY The foregoing certificateW5 of STEPIYNIIE BET]CER Notary Public — Pitt Comty, Ntrru-, Carolina is(am) certified to be correct. RJR J. Sumarow GF IEEIG IEFIfiY MAJOR PERMIT FEE MATRIX Applicant: Nav vet} i7oi�� l 6o Selection Development DCM % DWQ % Tnot$250 (143001601 435100093 1625 6253) (24300 7502 435100q2341) I. Private, non-com development that d 100% ($250) 0%($0) involve the filling o excavation of any wetlands open water areas: Public or commercial elopment that does not $400 100% ($400) 0% ($0) olve the filling or avation of any wetlands o en water areas: jor Modification to a $250 100% ($250) 0% ($0) MA Ma or permit For development that [111'1(OB). olves the filling and/or avation of up to 1 acre wetlands and/or open ter areas, determine if A, C, or D below a lies: A). Private, non- commercial development, if $250 100% ($250) 0% ($0) neral Water Quality rtification No. 4175 (See ached can be applied: B). Public or commercial development, if General $400 100% ($400) 0% ($0) Water Quality Certification No. 4175 (See attached) can be applied: III(C). If General Water Quality Certification No. $400 60% ($240) 40% ($160) 4175 (see attached) could be applied, but DCM staff determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or a aquatic life: III(D). If General Water Quality Certification No. 60% ($240) 40% ($160) 4175 (see attached) cannot be a lied: H$475 IV. For development that ❑ involves the filling and/or 60% ($285) 40% ($190) excavation of more than one acre of wetlands and/or open water areas: i y A 9 T- f+ A A Y `v iJ J �3> A �I 6 � A a fi rri i� m y 2 1 ' ro R py A d - C 70 G IiRRV�S r 01 NT How PIER d L A u " c d uPCo(2AI C�OS5 - 5CCTIrK) of GRcslnl T I4 b �vtNY� ?nN`�s G� �n _ RPP 6)x%MA DE Ei i "ATw41 Te T `D 0 1 u /T< iY CL No � �,quNc ►�_« rre.goel u , c«k.. sf.p a 51/p dip I k O � /Lo �W, Q Siff 0 • � Nd✓Ls �� Pro paae �ylep ici7l 5�ei`a—ppvpt � 14ugnCG � �ro po,5r� �ou�tErtt B�Wa�Cf� rr y41ev art ✓c- J?rDj7aScq GrO�r m0offiai / LINB f�rv�ry I f 10 'A HAIQVe$-r po//gTE tICA L 4414A+Cff tlAT>CC R teived DCA4-EC /I sI ,j - .C� QO)