Loading...
HomeMy WebLinkAbout20110207 Ver 2_CAMA Application_20170222Coastal Management ENVIRONMENTAL OUALITY February 20, 2017 MEMORANDUM: TO: FROM: SUBJECT: Applicant: Project Location: Proposed Project: Karen Higgins Division of Water Resources Gregg Bodnar Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Quail Woods Village, LTD (Rose Anderson) ROY COOPER Governor MICHAEL S. REGAN Secretary BRAXTON C. DAVIS Director uu rES 2 2 2011. � Craven County, Adjacent to Upper Broad Creek at the end of Finch Lane, near Bridgeton. Proposes to construct a community boat ramp and docking facility for private use. Please indicate below your agency's position or viewpoint on the proposed project and return this form by March 12, 2017. If you have any questions regarding the proposed project, please contact Brad Connell, permit officer at (252)808-2808. Ext. 214. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE State of North Carolina I Environmental Quality I Coastal Management Morehead City Office 1 400 Commerce Avenue I Morehead City. NC 28557 252 808 2808 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Quail Woods Village, Ltd. LOCATION OF PROJECT SITE: The project is located adjacent to Upper Broad Creek at the end of Finch Lane, near Bridgeton, Craven County. Latitude: 35° 6'50.76"N Longitude: 76°56'26.32"W INVESTIGATION TYPE: CAMA/D&F INVESTIGATIVE PROCEDURE: Date(s) of Site Visit – 8/25/15 Was Applicant or Agent Present –Yes Photos Taken – No PROCESSING PROCEDURE: Application Received – cc: 2/13/17 Office – MHC SITE DESCRIPTION: (A) Local Land Use Plan –1996 Craven County (6/21/1999) Land Classification from LUP –Rural with Services (B) AEC(s) Involved: EW, PTA, ES, PTS (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing – none Planned - N/A (F) Type of Development: Existing – dirt road Planned - boat ramp and docking facility (G) Estimated Annual Rate of Erosion: N/A Source – N/A HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED . (A) Submerged Aquatic Vegetation 11 11 119 ft2 11 1 (B) Open Water 11 IL -2,178 ft2 shaded (C) High Ground=F IF 8,061 ft2 Ir 11 (E) Total Area Disturbed: 10,358 ft2 (F) Primary Nursery Area: No (G) Water Classification: SC; Sw; NSW Open: No (H) Cultural Resources: None Proiect Summary: The applicant wishes to construct a.community boat ramp and docking facility for private use in Upper Broad Creek, Craven County. Field Investigation Report: Quail Woods Page 2 Narrative Description: The property is located adjacent to Upper Broad Creek at the end of Finch Lane near Bridgeton, Craven County. This area of the Quail Woods subdivision is currently undeveloped, save a unimproved and unpaved access road. The adjacent surrounding properties are similarly undeveloped. The elevation of the high ground of the parcel is about 5' above the normal water level (nwl). Vegetation on the parcel mainly consists of native deciduous trees and wetland plant species. There are Coastal Wetlands on either side of the project area. The 50 -acre parcel has approximately 1,480' of continuous shoreline combined along Upper Broad Creek. Immediate offshore water depths adjacent to the parcel range from —2' to —7' normal water level (NWL). The subaqueous substrate is firm without shell. There is not a cultural resource in the nearby vicinity of the project area. This waterbody is approximately 110' across at this location. These joint waters are not classified as a Primary Nursery Area. Submerged aquatic vegetation is present at this location. This area is closed to shellfish harvest and is classified as SC; Sw; Nutrient Sensitive Waters. There is not a defined Federal Channel in the nearby vicinity of this project area. This project area is subject to the Neuse River Riparian Buffer Rules. Proposed Development: The applicant wishes to construct a concrete boat ramp and a 7 -slip docking facility adjacent to Upper Broad- Creek; near Bridgeton. The proposed development would take place -on -the Quail Woods subdivision's community property at the end of Finch Lane, Craven County. The proposed development would serve this private community. The proposed concrete boat ramp would be 14' wide and a total of 82' long (1,148 ft), including the approach from Finch Lane. The boat ramp would extend approximately 8' waterward of the normal water level (nwl) to connect to water depths (-4.8' nwl). On either side of the boat ramp, side -to docks are being proposed. The west dock would have two designated wet slips and the east dock would have five designated wet slips. The proposed orientation of the docks would be to extend 10' waterward of the edge of the Coastal Wetlands, Juncus roemerianus, and then run parallel to the shoreline in the opposite direction of the boat ramp. The west dock would be 6' wide and 110' long. The east dock would be 6' wide and 253' long. The seven side -to boat slips would serve vessels up to 25' in length. There are no outer tie pilings proposed. No other marine services would be provided. Traditional marine construction techniques would be utilized. The high ground would be cut to attain the necessary slope to support the boat ramp. The boat ramp concrete slab would be formed on high ground above the nwl and then pushed into place with a dozer after it has cured for a period of 21 days. The dock pilings would be set with a pile driver. No shoreline stabilization is proposed. Brad Connell February 20, 2017 Morehead City Field Investigation Report: Quail Woods Page 3 Anticipated Impacts: The proposal will not pose a hazard to navigation. The proposed docking facility will extend 16' waterward into the 110' wide section of Upper Broad Creek. The proposed boat ramp will impact 119 square feet of submerged aquatic vegetation habitat and 8,061 square feet of high ground. Traditional marine construction methodology will be utilized during the construction of this project. Traditional silt fencing will be used for sedimentation and erosion control. Minimal temporary turbidity impacts are anticipated during construction. There is not a cultural resource in the nearby vicinity of the project area. This project area is subject to the Neuse River Riparian Buffer Rules. These waters of Upper Broad Creek are not classified as a Primary Nursery Area and the presence of submerged aquatic vegetation was observed. This area is closed to shellfish harvest and is classified as SC; Sw; Nutrient Sensitive Waters. There is not a defined Federal Channel near the project area. Brad Connell February 20, 2017 Morehead City 0 >T� ' � _1 I , I I d ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS ti & ASSOCIATES, INC. Date: February 10, 2017 Brad Connell NC Division of Coastal Management 400 Commerce Ave Morehead City, NC 28557 Re: Quail Woods Boat Ramp — Craven County — CAMA Application E; EE rC 1 3 2017 Dear Mr. Connell: Q u a i I Wood s Vi I I a g e, Ltd. is applying for a CAMA Major permit to construct a boat ramp, located along Broad Creek, in Craven County, North Carolina. The specifics of the proposed work are in the enclosed application forms and drawings as follows: 1. DCM MP -1 a. Project Narrative b. 26 Copies "Common Area Plan and Boat Ramp Details" (42"x30") c. Location Map d. Copy of Deed e. Check $400 f. Copy of Letters sent to adjacent Property Owners (receipts to be forwarded) g. Permits i. Erosion Control Permit ii. State Stormwater Permit h. Agent Authorization Form i. Wetlands Jurisdictional Letter and Maps j. SAV Study 2. DCM MP -2 3. DCM MP -4 If you have any questions on this project, please call me at (252) 752-4135, or email me at sjanowski@riversandassociates.com Sincerely, 9 J. S ephen Janowski, PE Authorized Agent for: Quail Woods Village, Ltd Enclosures 107 E. Second Street, Greenville, NC 27858 - PO Box 929, Greenville, NC 27835 ® Phone: 252-752-4135 ® Fax: 252-752-3974 NCBELS Lic. No. F-0334 www. rive rsandassociates. corn NCBOLA Lic, No. C-312 0eM MP -1 APPLICATION for R E i I Major Development Permit FEB 13 2017 (last revised 12/27/06) ® CIT North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Quail Woods Village, Ltd Project Name (if applicable) Quail Woods Subdivision, Boat Ramp Applicant 1: First Name Rose MI Last Name Anderson Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 211 Wilson Point Road PO Box City New Bern State NC ZIP 28562 Country USA Phone No. 252- - 633 -1456 ext. FAX No. - - Street Address (rf different from above) City State ZIP Email 2. Agent(Contractor Information Business Name Rivers & Associates, Inc. Agent/ Contractor 1: First Name John MI s Last Name Janowski Agent/ Contractor 2: First Name MI Last Name Mailing Address 107 East Second Street PO Box City Greenville State NC ZIP 27858 Phone No.1 252 - 752 - 4135 ext. Phone No. 2 252 - 714 - 3002 ext. FAX No. Contractor # Street Address (if different from above) City State ZIP Email sjanowski@riversandassociates.com <Form continues on back> 252-808-2808 :. 1-888-4RCOAST :: www.nccoastalmanagement.net Form DCM MP -1 (Page 2 of 4) O�V APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address -017 State Rd. # Craven Finch Lane n/a c. aK A a d. Approximate elevation of tract above NHW (normal high water) or Subdivision Name City tate Zip Quail Woods New Bern NC 28560 - Phone No. Lot No. (s) (if many, attach additional page with list) 252 - 633 - 1456 ext. Common Area, , I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Neuse Broad 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 Broad Creek 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. i. Is the proposed project consistent with the applicable zoning? Craven County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 1,480 Common Area = 362,091 sft ; Boat Ramp = 1,311 sft c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or See Attached List, NWL (normal water level) (If many lot sizes, please attach additional page with a list) varies 4' to 5' ❑NHW or ®NWL e. Vegetation on tract The uplands are pines and the northern and eastern portions of the site are wetlands with hardwoods and wetlands. There are coastal wetlands adjacent to Broad Creek f. Man-made features and uses now on tract Existing water access and drive to Broad Creek g. Identify and describe the existing land uses adjacent to the proposed project site. South and West of the proposed boat ramp site is Quail Woods Subdivision consisting of a combined total of 139.2 acres, 158 single family lots and 10,187 If of 20 foot wide streets. Other adjacent properties are undeveloped. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Agricultural / Residential (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 [INA 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> 252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net Form DCM MP -1 (Page 3 of 4) E 1, APPLICATION for Major Development Permit m. (i) Ara there wetlands on the site? F(- P 1-3 7017 -- ®Yes []No --- (ii) Are there coastal wetlands on the site? DCHM D T^ ®Yes []No J��" 9911L.� CITY (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. No waste water treatment facility is being proposed for the boat ramp. On-site subsurface disposal with individual septic tanks and drain fields are utilized within Quail Woods Subdivision. o. Describe existing drinking water supply source. Public Water Supply provided by First Craven Sanitary District p. Describe existing storm water management or treatment systems. Storm water for Quail Woods, Phase 2, Sections 1 through 5 is collected via a series of swales and discharged into swales which convey runoff to a 6 acre retention pond to the southwest or discharge through a Swale BMP. The management was provided by low-density less than 24% impervious 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government ® Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. The boat ramp will be a part of the Common Area available to the residents of Quail Woods Subdivision. The boat ramp and dock spaces will provide residents a point of access into Broad Creek for launching and recovering water craft. 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 boat ramp will be constructed by installation of a temporary coffer dam and pier will be installed by pile driver. Additional construction equipment includes one excavator, one dozer, one backhoe, one motor grader and four dump trucks. Erosion control measures will be installed as the first activity prior to beginning construction. The project will have seeding equipment to temporarily and permanently install vegetation. Dewatering equipment may be necessary for installation of the boat ramp. d. List all development activities you propose. Construction of a boat ramp into Broad Creek that will be a part of the Common Area only available to the residents of Quail Woods Subdivision. The boat ramp will have a pier access to the water and boat docking space for use during loading and unloading of watercraft. 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? 8,061 ®Sq.Ft or ❑Acres g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No [INA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. None. Existing access to be gravel. No swales. Drainage provided by sheet runoff and infiltration. L Will wastewater or stormwater 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 [INA If yes, attach a mitigation proposal. 252-808-2808 :. 1-888-4RCOAST :: www.nccoastalmanagement.net Form DCM MP -1 (Page 4 of 4) a__�i, �`'' �7 � , � APPLICATION for Major Development Permit FEB 13 2017 <Form continues on back>� 6. Additional Information 9 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) - (1) 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 Craven County Phone No. 252-636-6600 Address 406 Craven Street, New Bern, NC 28560 Name Weyerhaeuser Real Estate Dev. Co. Phone No. 800-438-1896 Address 1412 Eatonton Hwy., Madison, GA 30650 Name CDKP Development, Inc. Phone No. 252-670-8600 Address 572 Country Club Drive W., Arapahoe, NC 28510 g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. NCDENR EROSION CONTROL - Crave -2013-013 - June 21, NCDENR STORMWATER - SW7140304 April 30, 2014 2013 USACE NOTIFICATION OF JUR. DETERMINATION 201001936 11-17-2010 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. 7. Cerfification 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 February 10, 2017 Print Name J. Stephen Janows Signat 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 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net AGENT AUTHORIZATION FORM FOR PERMIT APPLICATIONS Name of Property Owner Applying for Permit: Quail Woods Village, LTD 211 Wilson Point Road Mailing address: Telephone Number: New Bern, NC 28562 252-633-1456 I certify that I have authorized J. Stephen Janowski, PE (agent/contractor), to act on my behalf, for the purpose of applying and obtaining all CAMA permits necessary for the proposed development of Quail Woods Subdivision Boat Ramp at my property located at Quail Woods Subdivison, in New Bern, NC January 1, 2018 This certification is valid through (date). (Property Owner Information) a j I I ,w1wiffiff "M Signature Rose Anderson Print or Type Name President Title, co. owner or trustee for property 12-15-16 Date 252-633-1456 Telephone Number �-oseP(ower 0 svAel � Aet Email Address RECEIVED FEB 13 2017 CM- MAID CIT' PROJECT NARRATIVE AND LOCATION MAP RECENED DCM MP -1 6.A, C FFP 13 2017 QUAIL WOODS SUBDIVISION, BOAT RAMP DqCM- MHD CaPI' Attached for review are plans and a CAMA Major Permit Application for the Quail Woods Subdivision Boat Ramp. The proposed boat ramp will serve as an amenity for property owners of Quail Woods Subdivision. The ramp will provide land owners a point of access into Broad Creek for launching and recovering water craft. Dock spaces will provide boat parking during launch and recovery. The proposed boat ramp area is within the common area and is located at the north end of the site, containing 362,091 sft. Upon consulting with NCDENR, it was determined a CAMA Major Development Permit is required for construction of the boat ramp and docking spaces. A scoping meeting was held at the DENR office in Washington, NC. During the meeting, it was suggested that a Submerged Aquatic Vegetation Survey be conducted and current water depths be verified. A Submerged Aquatic Vegetation (SAV) Survey, completed by Land Management Group, Inc. is included with this application. SAV survey noted no significant impacts. Current water depths were surveyed by Baldwin Design Consultants, PA and are shown on the Boat Ramp plan sheet. Proposed uplands areas to be disturbed for boat ramp construction are included within the limits of construction shown on plans for Quail Woods Subdivision, Phase 2, Sections 1 through 5. A copy of the erosion control permit is included with this CAMA Major Development Permit Application. The boat ramp will be installed by installation of a temporary coffer dam and the pier will be installed by pile driver. Typical construction equipment will be utilized, including dump trucks, excavators, dozers, motor graders, front end loader, backhoe and pile driver. The engineer for this project is J. Stephen Janowski, PE of Rivers & Associates, Inc. Please forward all questions and comments to: Rivers & Associates, Inc. Attn: J. Stephen Janowski, PE 107 E. 2nd St. Greenville, NC 27858 Office (252) 752-4135 Cell (252) 714-3002 107 E. Second Street, Greenville, NC 27858 ■ PO Box 929, Greenville, NC 27835 ■ Phone: 252-752-4135 - Fax: 252-752-3974 NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic. No. C-312 VICINITY MAP (NUI IU JLALt) RECEIVED FF 1 3 ?017 107 E. Second Street, Greenville, NC 27858 ® PO Box 929, Greenville, NC 27835 ® Phone: 252-752-4135 ® Fax: 252-752-3974 NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic, No. C-312 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 201001936 County: Craven U.S.G.S. Quad: Upper Broad Creek NOTIFICATION OF JURISDICTIONAL DETERNIINATION Property Owner/Agent: Gerald Anderson Address: 131 Quail Woods Drive RECEIVED New Bern, NC 28560 Telephone No.: 252-636-7652 AFB 13 2017 Property description: 9 — MHD CITY Size (acres) 79.6 Nearest Town New Bern Nearest Waterway Broad Creek River Basin Neuse USGS HUC Coordinates N 35.11256 W 76.94117 Location description Quail Woods Subdivision section 2 phase 1 containing 79.6 acres total of which 18-37 acres are jurisdictional wetlands. Property located off of Broad Creek Road east of New Bern Craven County. Indicate Which of the Following Apply: A. Preliminary Determination Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. Approved Determination There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on 11/17/2010. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Page 1 of 2 E'E BOOK a.VWME 304 ! I I B=EG I � ��017 D CIT' DCM- fht9 SATISFACTION: This deh secured by thewithln Deed of Trust togelh 0 With the notehl secured thereby has been satisfied In full. Thisthe dayof 19 +f - Signed: iRecording: Time, Book and Page { Tar tot No. Parcel Identifier No. 1 Verified by County on the dayof 19— i t by mail afterrecordingto Gary R. Perdue Sr. P.O. Drawer 1654 New Bern NC 28563 This instrument prepared by Gary R Perdue Sr Attorney at Law 1 Brief Description for the index 82.8229 Acres - Cuthrell Tract NORTH CAROLINA DEED OF TRUST THIS DEED of TRUST made this 22nd day of February .19 91, by and between: GRANTOR TRUSTEE SENEFICURY •i QUAIL WOODS VILLAGE, LTD. William H. Hollows JOE CEPHUS HOLTON and wife, a North Carolina corporation Attorney at Law HAZEL WEST HOLTON P. 0. Drawer 1654 219 Broad Street 1191 Broad Creek Road . New Bern, NC 28563 New Bern, NC 28560 New Bern, NC 28560 u Enter in appropriate block for each parry: name, address. and. if appropriate, character of entity, e$ corporation of partnership. t The designation Cramor, Trustee, and Beneficiary as used herein shall include said panles, their heirs, successors, and assigns, and shall Include singular, plural, masculine, feminine or neuter as required by context. WITNESSETH, That whereas the Grantor is Indebted to the Beneficiary in the principal win of One Hundred E sehty-Seven Thousand Two _ Hundred and 00/100-_- _Doltarsts187.20C.00 b as evidenced by a Promissory Note of even dare herewith, the terms of which are incorporated herein by reference. The final due date far payment of said Promissory Note, if not sooner paid, is Fgbruary 22 2000 NOW, THEREFORE, as security for said indebtedness. advancements and other sums expended by Beneficiary pursuant to this peed of,Tnet and costs of calif Ion (including attorneys fees as provided in the Promissory Note) and other valuable consideration• the receipt of which is hereby acknrrv+ledged; l"rantor has bargained, sold. given, granted and conveyed and does by these presents bargain, sell• give, grant and Convey to said Trustee, hi} hFrst or succtssors, and assigns, the paiceits) of land situated in the City of -- Number Two ( 2) r . Township, Craven County, North Carolina, ( the •`Premisesf1 and more panieu4y dludbed ai follows: See attached legal description This is a Purchase Money Deed of Trust having all the rights and privileges of NCGS 45-21.38. r C 20 3�- RIA N.C. Bar Assoc. Form fi•1910.Rsvised elm a P""ey Agraaerrd M%tmpL .WAwa. tool. 114' OVCOANDWCNlPFtNTER0.f8Panort A"M ,A~*.NA.IIMI '1 , • A BOON 1 2 f `/ PAGE (2j �Q r IL I1AVt AND TO HOLD cad Pwmnec wnh atl ptmkae• •M N w_ Ihnelulb beYmpN• b Bald I-- M hero w[cnlon. aro arym lancer. wpm IM kuYA tnmr •M lrWrGrnG /�W the Y.et Ann er �_h. ra ,au,n we da xae rtrrrrd hrnbrnn<pdancrwwh rh rcm,. iuRrhu, rwh aue—drnnm,•ro/m•rtnh ho varon�dn �JnrFden myn.W mMrwmc Wad MrtYF •rd duR'Zrbl nF _ _ _ __ _.__ .�. •,� .�...-, .ne dr e.mne Mo, Gama, IL h—."hna d• MWr _. ... .. all lnmR fucA nN<I aro tlf<Nwli Yrt MY am Wte w .rn r,r m tan,. ,...,..•......�, _._. _ foin Noc•+d^a• uron Dorn d uk m cnnrn Wr ro rM pwrthafn n u Id all ample maNYf of IM Tr Wee h imporerd. thi Iwoee Tall M •.hmcad b -Ie m WomeY b r m tM d'ibdaadf d dR ate dfW Air tMTrvm rcYAnFn camdffgm, getM•rah Rrxnabk ammeYf leef fKurrd M df TNuee n Nrch praerdpA M 1=1d b rhe can d rte p<Fdp,, bd rpt lunpd w.amNf . acotlMlmNInn,afrrwnrMacandrtcpranB aenee leefard lKtderYl eaperoNrn.IMammmdueon lM Ntge ha+rbY rKwd•nd•dv.KemaMt.roahn wmF npeMed bFrM atnt4urP ordmara +M prwnpm wwhMnnawmn rrn«cmRorWMemp+rrrdblorr<abtruMwMMa. :MtooVnI/eM•dh.ernI.rleINKaldHbeMYMNrerddbnwern arn lhtaem+bmaeerYaeNd.A aumr imMmr efceta'n,m,wp—aMnl. erd,FdtfiienfatGtranxf bgnereMirr.mrYm caon I�"nWpeahrofr ri�bru+ntnlabV+1l 1o1 Frr�uu"I'horsanddtdinnd .teWrrltMamrnn6muwnmh ltaYmlrFstni o.1l'(300 r•enldFe .lpWOrYnO e R•NW• onoe+'7""e<b__-ahrael aRtr nvuKedudnanar. dYNamfIMlYilhend alto WthMu o�tM 4B mrNnrfrnnormpbwm fuMJMrtM maulYk, r AM Ur W Crania dao MrebT tonranam all Orr! rah de TrWn n btlowN I. P.itlRaxGE.Gr+nmrdun 1•ep W npmremptnm�id tend. mr ac MnaMerfrc<Id. <mwmh imurcd bf Rr tRnefa al M &wFtuN •MnA Ynf bYbrc,wnMYam and arch odrf cnualw •M cmm�pKrf. in unF m•nnn •nd m tach canlYnYa and M faA /mmMf, ndJna than rho •mwK naenuN w o+y de tall aecurd by tM Dad d TNA, all of mry hr 1p�N•npry ro rnr nent4ury. G•mw ddi pN<har wcA nwrame.paY/n premwm/IMMlN./M YYR delMrmhner�tury Wta pehnn aby �nA w+deKe�lwn�r��uhw/ee,�nn/ie.�c mY�cMv�uclrimr+�KemSucF+�maunn p.d by 6enenc 7ta+tl ae addNrotM ellalldpISS-Impdatlmmlf, appfYdm Ne harem odere m1Wrydwchgfe, At repotaia.. t. TASES. AftfSSM[NiS.CHARGES.CnmprdsN paT 11u_n, Then .mfall to k -t newers. .krMhI%l aditw fad ,,itm auuhm thrnr IJM dao aRn IM frnx dullbKrme due.ln dY Mni dal Cuntw Whm Ppn •a I.•n, bfnfmmlfaM charI{{.e,f h/.ewt reRupd.Ihp aenelkuM1•athn eopn. mar NY qr umeaM tM amoumf fo p/d "bead dd btM prtnnNldde Natefnurd Wdu DeddTNY,•M fwY be doe and Nrabk app^ demand of Bene4ury�.ta�r� _ awl teolh _ upon d aAIISVI�INw,quoAvweru, rV Mare. pnq RaiNWtr utasa N+ItdNe Yn.d Yr atKf<.W. old Arc dcdnw true agwchh AANI the COM d Yta•aJrdcukN U� rnM bdrdeM YturedMRhy t PMTLAt REl[wST. Galla dW ml beenmkd tat the::5=*' pawal rA..tea ape of IM abo.edntf+Wd prpNnl UNn. •+peNr ponwm pmd,rldde+ANnla<ludrd m lhw Did a trvr.ln de fMM • partNl relent pmfwm n.Mudd w Ihn Dead d TNN. G•ma. maY nolY [amply tall rM umm Wwol. NONMuarotrR am IMni Mrwt tmuwN. Grantor Ytaa ml be.'alad. AAY Mrue a pPpeq uNeN GnMw n na+n dekuY and n m btl <arlpFaKe wwh •n d Ihr Inmf all ryordmf a IM Nor. Ihn Dead d T. all a�Y plan whlrunRm that m•T M -11 cad Nor. S. %%AST[. TM CIA— corewnb that he will Ftp dr PNrNin MMP tattered p n FW oAer. n Ne AM cororpn , thry aR mw, at—ble wear all Was ecaptd, all win canWr wM IT $___, rpmemmn Nrot<up tae nemnn w 1MY car, all ill M tall no Comm, AN Pnme •nr .... 6 CONriFMNATpx.In+M went dnany oraRaM PMmirf Autl brtmllmnd all u\rn undo lM pawrroltmxrmdomam.Cunmr cull 1—AweadAr rmrond<e mBn of un'aro Bfnr4 rydwY hart the ryM p raAenr all cdk<r dl d+maluf awaMd M reamn al pnh IdmL all Ut rqN tp.W h daMaRn he.eY! if red to Mm<nw.M Null ha.e IM dntmbn tat apply IM.MwM W recn..d. W arq Nn tM1[al. b IM JdeNdn s due MrcwMer all d payable n pw lmmma, apcFd n tlr Vnene oder of rrratunlY el NYh nualMmf. or b am awulpn, Pa.",.,—.— pf At P_*C...' 7. WMRA�iRS, Gants fo•,wAn wfh TNYn all BenARUM that he n caned ache P—W In feeampk, hattM rryb Wcomn de Nme ekeumpk,IMen m•AMae all Ira. all Hrar a W ef<umMaKet• all WAArra w•naM•M alert tlr adr aFmY d+e krNickana d+fl prnmf wrwnroer.f.n<ep br the e.<aprmf aercwbn Nakd. TYkb1M Poppe"'IN—ba'r dntnbed nVAIeti w dr Idbepa ea jr—w General utility easements of record in the Office of the'Register of Deeds of Craven County, North Carolina, which pertain to the property covered by this deed of trust. a.SURSTITUTIONOFiRUSTIt Gr+ma all TrvyercNmam aroaprel ro+M wdl MnAKNM1 lhd meat de cad TNwe,or.m euccrwn nuvee..h,ad�n hr[mrpraalhkdarlmp, renounrr An lrvY.Nbf •nr Maim PM1 holdrl OI de Vlr auto b rpk(e cad IN,ke. nenihf huldfr rely /PNwp, n wMny. a h Wte pNlr IM pnf rA N! (NAM and YPm IM Pm1Ytf all rryvYulwp nl Iht Wnl.Ihe wYee Uiuf arrpaMM mall wteerd to nl rOLL WIN aro RAGR Ih! TNIIM THE fOIIOWING PAMCRAfH. 9• SAIE Of PREMISES. SHAH NOT A►►LY UNLESS 1111E BLOCK TO THE lEii MARGIN OF THIS SENTENCE IS MARKED AND/OR INITIALED. e SAIF Of PR[MISf$ Cnnmr •,reef IM d de ntmK+ ar any pan Ihneq a ,nrNw rMrcm n vdd, aw,nd vmkard to+nnd or ahrN,r .kmald W Gama, NO rdunurar a mrohrmna" ar her opeupm of kw tadrlfAan n+IM trcnpndalM arpbrrfKwmWamltai+wdwur In pin Dmd dTNN MFKh lbef na RktfbalranNrl Ot rrpYl•OratlwwKYntM Pmnrrf WMircaMnol•mrtMr MmtY +aY allnW brhmneMld/mlfa nwd /nnlwn bYdn deCM.NOpMnwmakw pnlM dtlhd/pot Ynnll Or rrYM MlM emrnf n1lM fpanlaakawhMd nilercY al Intel In llnfNlnf mtNwam• m{ appsbmrtMr: NIa Panderbarckme nwlNYimm Prdnm WaG/MN.hAalunfklwMMd+a pNlYorfmbMnaIMCMMpr MfNortham•nerNtM Pranwrc,Nnla tr/mkt rrwYmR soot /dmmal a d•mlumn of mamaFe Iryi ronJnon apeemml. a iron an ultdem.l anent rlPemeN a��tatnlrll by waKY IM ypYr d IM Garen btlmKr an Onnlr d IM Almon And a lumin Imo +n rlln rnA lNY �n tan<A tM Cunbr lfaM rcnu,mabMA< Nall wAVn dprf ml Mkb tOa[unYnWnaYl ofateuprKrP pM vrlwrrl,n Amt dr pmt wnlMn convwla MnArnaN. RrnrtruM,.tm�wn eapn.•wY aKlaM dr AN! rcurd Arrcbr all an fgnn obFRalnmf hnnron It M bnAwyh dor all {W fAM• <hmpl rn dr kRd a www+ae Ink d thr Rlmnrf n m IM thmrAt W nwrrcrfAVf d Ihr Prem�rf, u<hd�nR de f•le. <omnuKe Or OnmfwYnN•maPnN PManrmthe GUMaf da eorpuulwmar NnKnh,p, whelMr anad mod/ro wMMrw mr brrmwd•rAm NuYMpferne.lbalM u•nfkrMm nvrca nprePmm Kf. 10 AOVAh,[IMlxi$. YGaMo� fhaR latl r0 peaann M W tM tofananN a aNiyalpnc [sound hnM Or n alt( Mho mVNmnV F f tldgpNl rtaM1' br tMNry reYrd hrrM. IM inrF<YN mry. aY ntFar OWip+Iwlr4 relate df•Knb gdpm wxh cofen•MfaaMRpann all all wth wmf.o •d•Kd NWl a addd b dee pmcipal tall. tfaY MH nnnr n dY raR ppfdd ode Nme ft<uM MItoV qr wmidue annder.rrh alldW Mdue Iron GrewmaManddtM RrrY/icun. xoaaaKemema MNMR.mondmIMppagadi J+aBcmYwwR awpMfMBtmn<wryI setts+wcaIWwrb GNM %<ppgwmRan rantddAwY. 11. PiJIA1NRY. Ilam wnlarpmtedny 6r6rouElltaMmA de lNYwar lknMeurcorn•rrcfwrarpaadnRbebpuaN l•*rhmW aMctoruhYprlpkdlMPnmAr•Gunmrota,—W d. wdem ,and MN Mim'M croon dem.M mmhurr TIYYn N BrnntuN (rem any bfN mY, am.Rr p npnr andanY fwm eapmdrd OY TNYKN Mnn<ury fF/0 Mn iMnN ac Omfdd m the Nor rcurM hertlry br famf it.. Wn dAauh IM fh•n be dw all parable m IF—" 17 KNYIRS C+anbrwlfnan ngmwrRNgl_,.hA,RdawmrIn, the I"aw.ramA<ury. No dekraomnuon.1TMT Are. ermnn un A, ne clr of my nahl, mon N nmedr,nuns undo the Noir N IlnI Died,l Two AA be dnmrd Aeats a aro dekub or •bwn<m(e wrrcm ar fh n erfus a w•ne IM nexw. of wc� rYhr, mwlr or n mMy M 1 rvftlr or tIlMftYN /I any NMr tP+e. 13 CM ACTION In IM nam IMI the Tm"'nnandn•pariI WMYtn,l •cI—at Two -w Ihn 0.+d d Two. the Iw� 0111 Mrmwled Ip r.npbr an WNnn n kw,..IdmR MnrYd be n a 6cenfd mmrY•b Ip .Awnmwd+tnmalldeR•wnablr amnrY'fIaeaOr TNYeenweh anw+n dun4NdWIMBenN<uryand adder bIMPmegflalMttae rawaJ!vtMOraddTNY•M boa fm.MYp dr awe o ore dd m IM Note IRA wmf due An dewy �m t+ PRIM LRNS DrkuY under IAe rfmr of •nr nYNmer+1 rKwRd by a lyre tat whRh do Ofed a 7NY n wbodinaR duU CoA deYuY Mrcunder. � IS. OTHER FIRMS. ) 9 C Pl__ I ` See attached ADDENDUM. IN NniN[JS WHk4fU1,IM Gr•mN An MrnNaMhn haM•nd rd.aacwpN/Ir. Axuwrd lhn mprumeMro MngndmMrarrywpr Nme bvn•tldv Mhornrd pR,tMaMm rales Mhtremlo alhidM J adMmr d a, awed d Demon.int day •M veal I •bo•+ elm ! 77 (Corporate Name) ..,'� 'w'A a J E Y D ODS IL E LTD.; 9�f Ld SEA By: • ISEAL) Pres' ATTEST: " r (SEAL) t" • Secretary (Corporate Seati (SEAL) Vii' � •-:.• ':SEANORTH CAROLINA, County. y� I, a Notary Public of the County and state aforesaid, certify that Grantor, A� lee t,: persona)ly appeared before me this day and acknowledged the eFecutiun of the foregoing instrument. Wknest my hand and cam• official Stamp or seal this _ day of My Commission expires: Notary Public �4y NORTH CAROLINA, Craven Coun R , A (rtyry I,aNotary Public oflheCounty and slate aforesaid.certify that V Grantor, r7� \,OTp.rf yf; personally appearedb lloremethisdayandackrloWedgedthat_heis - Secretary of Quail ii00de Vi118ReF Ltd. aNnnhCarolinacmporatinn,andthn6yauthoritYduly O : f t1 1. 77 gi ien and as an act of the corporation, the foregoing Instrument was Signed in its name by its President, seated with Its corporate seal and attested by as Its Secretary, y q�F t1 �+• Witness my hand oIII ial stamp or seal, this ay d ) 9 �. �i y Cou�\T �ps� MyCommission ues: Notary Public The foreRoiot Cenillcateb) of is certified to be co ect. This instrument this niff ire u stered at the date and time and in the Book and Page shown on the first page hereof. REGISTER OF DEEDS FOR CRAVEN COUNT• •. .� By DeputyMssfuanP•Rlgiuero(Deeds. BOOK : � rAGE a 1! V LEGAL DFORIPTION OUAIL WOODS VILLAGE That certain tract of land lying in No. 2 Township, Craven County, North Carolina, and being more particularly described as follows: Beginning at a point in the centerline of the 60 foot joint right of way and easement which is described in the deed recorded in •Book 960 at Page 542 in the Office of the Register of Deeds of Craven County, North Carolina, said beginning point being designated with the Number 30 on the map of Quail Woods Village as recorded in Plat Cabinet F , at Slidef19-G in the Office of the Register of Deeds of Craven County, North Carolina, said beginning point also being located the following courses and distances from the point where the centerline of said 60 foot right of way intersects with the centerline of the 60 foot right of way of N.C.S.R. No. 1600, South 62-14-40 East 318.13 feet, South 43-57-40 East 952.12 feet and South 43-57-40 East 579.97 feet to said point of beginning; AND RUNNING THENCE FROM SAID POINT of BEGINNING SO LOCATED along and with the centerline of said 60 foot right of way North 43-57-40 West 579.97 feet to an iron pipe; thence leaving the centerline of said 60 foot wide right of way and running North 11-34-52 East 892.75.feet to a point in the center of Lee's Landing Road; thence North 66-57-59 East 1168.76 feet; thence North 34-18-15 East 521.51 feet to a point in Fork Branch; running thence down and with the run of Fork Branch to the following points, South 77-49-48 East 126.08 feet, North 54-32-12 East 376.27 feet, North 46-18-27 East 216.94 feet, North 30-11-11 West 87.17 feet, North 52-01-58 East 70.63 feet, North 35-43-49 East 82.47 feet, North 40-36-03 East 135.26 feet, North 11-37=42 East 223.36 feet, and North 73-33-23 East 60.40 feet to the point where the mouth of Fork Branch intersects with the southwestern bank of Broad Creek; running thence down and with the meanders of the southern or western bank of Broad Creek to the following points, South 47-24-12 East 212.01 feet, North 81-11-12 East 202.38 feet, South 87-30-01 East X65.49 feet; South 48-28-53 East 460.04 feet, South.36-43-22 West 155.28 feet, and South 35-57-55 West 104.70 feet to a point where a gut and branch intersects with Broad Creek (said point being Number 22 on the aforesaid map of Quail Woods Village); running thence up the gut and branch to the following points, South 48-36-18 West 128.99 feet, North 75-14-10 West 175.90 feet, South 11-35-52 West 668.59 feet, North 89-17-41 West 112.60 feet, South 55-19-20 West 260.07 feet, South 50-16-49 West 269.39 feet and South 60-17-00 West 510 feet to an iron pipe at a marked wood stake (said point being Number 28 on the aforesaid map of Quail Woods Village); thence South 60-17-00 West 510 feet to an iron pipe; thence South 51-09-56 West 1819.38 feet to the point of beginning, containing 82.8229 acres according to the aforesaid map of Quail Woods Village. Together with the rights of the Grantor under that certain joint right of way and easement agreement dated February 4, 1980, as recorded in Book 960 at Page 542 in the Office of the Register of Deeds of Craven County, North Carolina. Together also with all riparian rights relating to the water ways adjoihing said property. ' J V E D.0 r r� �! PAGE 307 ADDENDUM TO DEED OF TRUOoK S'1r 15. Other Terms: (A) The Beneficiary shall cause the Trustee to release from the lien of this Deed of Trust such acreage as may be requested from time to -time by the Grantor upon the Grantor paying to the Beneficiary a sum equal to $6,000.00 per acre (or prorata for any portion of an acre); provided, however, that property to be released subsequent to the first released parcel shall be contiguous to other properties previously released and -such property a shall not be released in a manner that would _ eliminate vehicular access to the remaining property covered by this Deed of Trust. d S(B) The Grantor shall have the right to rough in streets, cut the timber within the street areas, and to remove such trees as may be necessary for the development of the property covered by this Deed of Trust for residential development purposes I and such work shall not be deemed as waste under i the provisions of this Deed of Trust. (C) The Grantor shall have the right to install 5 drainage ditches and perform -any other work . u necessary for the development of the property a covered by this Deed of Trust for residential development purposes and such work shall not be deemed as waste under the provisions of this Deed, t. of Trust. (D) The Grantor shall have the right to apply for any ff development permits which are necessary for the I development of the property covered by this Deed C £ of Trust for residential purposes and to do any g work required under such permits and such work shall not be deemed as waste under the provisions t • of this Deed of Trust. i i :. DECEIVED r EES' 13 2017 J' :f. y 1 INIHID CITY Action ID: Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact William Wescott at 910-251-4629. C. Basis For Determination Wetland areas exhibit the three parameters specified in the 1987 USACE Wetland Identification and Delineation Manual and are abutting Broad Creek which connects to the Neuse River. D. Remarks E. Attention USDA Program Participants This delineation/determination has been conducted to identify the.limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn:William Wescott, Project Manager, Washington Regulatory Field Office Post Office Box 1000 Washington, North Carolina 27889 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by 1/16/2011. **It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence." i Corps Regulatory Official:Wfi'"— Date 11/17/2010 Expiration Date 11/17/2015 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at httv://regulatoa.usacesurvey.com/ to complete the survey online. Copy famished: .Blue Water Environmental Services, attn: Jay Johnson is k ;E .,Page 2 of 2 RECEIVE c +: NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUESTXQRAPPEAIL Applicant: Gerald Anderson File Number: 201001936 Date: 11/17/2010 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission).. PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL -B 13 C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION - 1 CiTY� SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/reg or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section H of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION:,_You.do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved i information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT E: PRELIMINARY JURISDICTIONAL DETERMINATION:,_You.do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the adminis ED FEB 13 2017 DI -CM- MMD CITY ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: US Army Corps of Engineers Mr. Mike Bell, Administrative Appeal Review Officer attn: William Wescott CESAD-ET-CO-R Post Office Box 1000 U.S. Army Corps of Engineers, South Atlantic Division Washington, NC 27889 60 Forsyth Street, Room 9M15 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to: District Engineer, Wilmington Regulatory Division, Attn:William Wescott, Project Manager, Washington Regulatory Field Office, Post Office Box 1000, Washington, North Carolina 27889 For Permit denials and Proffered Permits send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell, Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia 30303-8801 ami ED -n F m� O V M (o) 'QUAIL WOODSVILLAGE, -LTD •Q° -G' �'- N� - DEED BOOK 1775, PAGE '14 `'- �--��� ( ) LIP 53Z�334 N 7997.B8µ''. W mp QUAI WOODS VILLAGE, LTD DILED BOOK 1778,' PAGE 14 (39) op •o M� MA '�'F - (i1) p�I s 7285'5o' w � . PEP . ,A.A.I .Lnw a'zDf• y � N _.•_—•--N hazz ams' w �""` EX/SANC. POND �-- (?2) N as1B2a NOTES. IA 0 - - (52) 34.74' - . - N 44'24'34' EP _ _ - µ~ .1.�.� 1. ALL AREAS BY COORDINATE; GEOMETRY. 74.02' E1P 2'. THIS MAP IS OF AN EXISTING PARCEL OF LAND. '•'`"` v (13) —{'(41)m - (.51)'Opc - - -QUAIL WOODS OR _ D PHASE 1,-,:$ 710N 1-- WW BOON 1874 `PAGES 600•+02--�-��T— P - EXISTING IRON PIPE - INV TA (14} $ (.30) (42) - — f;.,. .. NB LI M/JL BOX. (5O) ��—-..:... - .- fQ• N^y m RIGHT-OF-WAY ' Z (�) () _ELANDS CERTIFlCATION. R WAY 404 W -'x(18) Z. -"• �� THIS CERTIFIES THAT THIS COPY OF THIS PUT. ,(�` �- z ACCURATELY DEPICTS .THE BOUNDARY OF THE 13k'/ CERTIFIDATION �A JURISDICTION OF THE'SECTION. 404 OF THE -�. CLEW. -WATER ACf UNDER THE 'PRESENT UW �•,W. THIS IS TO CERTIFY THAT THIS MAP WAS DRAWN AND. REGULATIDNS' AS 'DETERMINED BY:THE cyY UNDER MY DIRECTON AND SUPERVISION FROM AN UNDERSIGNED ON THIS DATE. LIN - ACTUAL FIELD LAND SURVEY PERFORMED UNDER 1TI.S IS A CHANCE IN THE LAW OR OUR PUBLISHED MY DIREQTION AND SUPERVISK)N THAT 'THE .ERROR (18) I • (49) 'RECUU710N5, THIS DETERMINATION OF - 'OF CLOSURE AS CALCULATED BY LATITUDES AND .� (!�)' SECTION Ido JURISDICTK)N MAY BE RELIED C44) UPON FOR PERI00 TIO TO EXCEED LIVE DEPARTURES IS 1:10.00D•THAT THE BOUNDARIES �- YEARS FROM THIS'DATE. THIS DETERMINATION NOT .SURVEYED ARE SHOWN AS CORNED UNE;EWI THAT WAS MPDE d151N0 THE 1987 CORPS OF GS. '4THIS M7�-30 AS WAS PREPARED IN ACCORDANCE WITH ENGINE RS`yyy���LY}AN DELIN I N IIUIIN, Mq�UAL. WITNESS MY HPND AND SEAL THIS =, nsy '(17) (�) - ..(a) NAME' V11�4 IN0244.(%I Y.W4 '`,,`�Oy1 CAR of nPRIL zo10 TRLE _`� Sf11•`T `fL010-OIQ3\/ - f Lstl73 O 'LSO. PLS L-3873 ��> WEP14DS AREA m 18.369 ACRES . x(47) S ea52a• W °"4SO��s . - TOTAL AREA - 79.603 ACRES 6-8 Ell P Z x• DRIVE��`--- - - DAVFw iNwe: r _ 1ar _ . SHEET, OF--L- F F 3 Ez 404 LANDS:' BOUNDARY.' PARCEL #2 QUAIL WOODS .SUBDIVISION '.SECTION 2 PHASE 1 ' REFERENCE: DEEP. BOOK' 1277, PAGE 301 AND PLAT- CABINET F..$DDE' 118-C OF THE CRAVEN $ _ COGNTY REGISTRY' NEW'BERN.. #2TO#4NIP, CRAVEN: COUNTY. N.C. ./� .�,.,,,, ~� �• N 490000" E 2.h25' / ... owNER.:QUAIL WOODS�AALL/ E, ,LTD N61•o9'39'E 83x.89' ADDRESS: 214 -WILSON POINT ROAD ' EIP : ;�'„''"_._.._---• NEW BERN, 'NC 28562 PHONE: TELE MNA '- EX/ST/NC POND . (�Wjn DCgJt 49� SURVEYED:TSIJMI APPROVED ens . ..,. .. - ..\ �OIISIII«n�'5 PA.. DRAWN: . JAM DATE 04/23/10 DRIVE - SU(A'EYRIO . 5' 7' W' .17 9 B0• ..•—...— 70B-D-CROMWBl DRNE . — .—...— .—...— ..—^ CHECKED: BLS SCAIEi 1' 100' — .cFEBA9L.e Nc zTBse� saz.7asi3ao _ - - C&G-FILL: 10=015'., CAD FILL: 10-015\SWNlYV1Q-016 BOUNDARY AND TOPO,&q DWb,11M1..QUAIL- WOODS - SUBDIVISION . - SECION. 2 PHASE f REFERENCE: DEEDS. BOOk 1277• PAGE301 AND 'PIAT CABINET. F. SLIDE 119-0 OF THE CRAVEN . COW TI' .REGISTRY NEW BERN %2 TOWNSFI P.. CRAVEN -COUNTY; N.C. OWNER. 07 WOODS VI E CTD 4 - ADDRESS 211 WILSON POINT, ROAD NEW :BERN, NC 28562 A PHONE: .TELE IP#: .1811.1acaumT eenarNC . .. a TIE)404 WETLANDS BOUNDARY ' '. 'PARCEL{2-015-019 n.�a . o• - SHEETS_ O.F. 3 6YCSAA� POIVO LEGEND 67* ao o ar. my aa9 - . Nps.Jp EIP -. 04STINO IRON Pipe.aowc scud t'.. tav INV =..INVERT L =-6NE NPS =. NO POWT SET- - IML BOX NPS J',-1 R/W = FWW—OF-WAY. �. ee:' RrS. Wf:TLANDS CALL TABLE _ SSL.- ��W WETLANDS AREA . ...........'NP3 N.54'28'13" E 376.J0' OOyRSE BEARMO' DISTANCE �P * 47 9.71'23167* W 6&3e" 404 WEIWOS .. '.'.� W -N S 4P049Y.11 44.91• w-{4 SM 3Po7"10 r 40.0v raj W-40 S 4040$9' W 40.93' ♦ / VY/ - R W77 m. W-60 5IMC46'W 4MIS'. I W-61 S 4016411 W 40.17* e�' �.--W_7g - •r`x�" W tee- T,y'' 01. '� W-62 S 4370 23 W 60.67* w-63 N W4 42 w 1&04? 7X W -a s'e0a966 w 4a]s J3J/i^W_727a i6. .e%I!�6-g��°'�00 jW=52. W-49. '-- w-6�6 s W4V Wi mar WW -•66 s �3- w nib W-69 5 24HM7' W 76.74' W�01 9 5/ QT°. 34 W 8y,4 'M es " s T�6ryIOYY:w 100.06• W -e4 s 29'12'46' W 40.19' w-96 N ST40'04' W s68w . W-01 5 437X37* W 100.2W W-67 S 4Y6'iY W 72.00. . - .I 1 BiD W-00. S RS'19'6Y W .3107* W-49 S 4276{Y W 00.64 •�-�•� •- �.\ 1 11 ' �_ .. W-71 N 36'2703' E 6L/9' . xl�R I f Z W-74 N M53W E mtd . CEN - - �qp TEAR ��,1pDppp 'I 1" - Qim - : w -]s N 414TH W 21JW . WW -11 N 500 or E 336.000' .. \�•`'1•L _. �•�//, `, .:1 W-74. N 4{'03'1Or E 6215r E 068' '. :W=eO N A44YJ' E 0]' 1HNM{D wows - — .. F(f - : W-92' N 67'K'3e' E 34.63' N 35'49230 1 49.93' ZONE.X 201E AE THUM 1100113' 11 � _ - -WW 6-6{ M 4091'01' E 67:06' �. 1 1 W-36. N3B'07*34• E 73.77* W-86 S 86'21'St E '. IMD' . 1 W-87 :N 3891'03' E 2607 1 W-68 N 41.1378'.E. 01.97 W-69 N 36.04'16' W 360T W90' N "%4r W : 10.61' •���.% - I I 1 w H 78'69'60 w mar 1 ]' W-22 N 5117*40 W 2690 /'��` T' _ �- f�,�••�••-•— - W-93 N=W 9820 / ��; r/ "W-9{ N 87'09'38' W - - 1-95 N 7614'27* W BI A' _ W-96 N 69{111 E 9600' 1134' �•4�' / ] 'WN--Yi N a6B30�1" E '68.68 ' W2rM' E 3 ' _ .. *-101 .N NV010 E 326.6800' . ---"" _ '.. -------------- 1-103 N 677866 E W -10Y N 98W4'M' E 4&91• W-103 -N W14"2'E - 19.68' W-1 W' N eeY4'M' E '. "pAP- . 'W-108 N 4706'64" E 8634' 443]' AAI.N94i'-I JJ.J. AM .11ij.AA - .y �- S 51'07'45 W 176950' E - _ S 29' op X-1 E W-1„wo�•"^ W-1 W-1 W 101. FEB -pp g��[ r/� 7 : S -191 g2 - ... 2 1 .x.. - 1. .$., ��""o-•B'' T. 1 3 L O 1 18'JO• W- 510A4'(7p» . - &•12' .'g - 7HOMAS'A.::TERRY and wife L PRISCILLA. S. TERRY. aP S 801.4'67" w 239.44' E 'S. OY1e ." W 2so.o3• EIP "• 1£ 1 V 9 CITY DEED BOOK 2323. PAGE 30.3 - - yy . -. 'TIM BOOK �7.'PAOE IOD . r. .. - .. .. _... :.. :. .'.':.,. .. '. _..-... :.-Cd:O: FILE: lO _015.':: .CADFlLE 10-016\9URJlY\70"-018,, BbUNDARI'AND TOPO.tlwg SURVEW9k TS/JAA7 , APPROVED: els PA ' DRAWN: aAw GATE 04/73/10 b�dM-apt.- uIo plewwKa - SunWTlxc 7/81111, CHECKED: ..BLS SCALE; 1' = 100' -28Z766.iJW - 1 m b fy UERS,yf r { W Wa3333W3 y �B;d�R6$������ Y zSIX�� :o M 3 o�Z a �sV Na� 8 tVWM tba$:t,-i%1 aR R a .$B Nbb� $bm3 s Mlm S $ 4..i �. -. I:y - fi NZ qn 3;3w; 3wwww #3333333333333333 uw < Www3333 - MI� fA o:g $ IOU��� $$�F§§bas�:�$ Hifi=, �:. �x _Mag a^�SxRM. a� �a kx a a � �. eS�' Xg YYz z z m, zn kl$ SS a mRFR.RoRFRR$ sax 5 �'�Yy��aR.tS,��tLy33�o$$'�3b ib I��B iie� Wbbu$irg RW 19 -', 1{S yy7p Noq ynp np .♦ _ / (( t11 L-3\ -. L.32 ,j•Ly7.. -. S �. 3' www3-3. �W33 ............ �a9Sb$°R$§1S3iwwwSwBR--RRb s�.... H=.Agw.,... ===2222 ..>:=y tq � 1 A � z S '114`.^JAt 20 L -21I - z i 3, m Q'�I 0. I nJ cl TAI Si �i ;V3 i;~Zys 3 i Mri� sZ s i y -— MATCH UNE2 B' . - SFE SHFET of 3 Ty- ��71, .. HCDENR North Carolina Department of Environment and Natural Resources Division of Energy, Mineral, and Land Resources Land Quality Section Tracy E. Davis, PE, GPM Pat McCrory, Governor Director John E. Skvada, III, Secretary June 21, 2013 LETTER OF APPROVAL WITH MODIFICATIONS Quail Woods Village, LTD. ATTN: Mr. Gerald Anderson, Manager 131 Quail Woods Drive New Bern, North Carolina 28560 RECEIVED FEB 13 2017 RE: Erosion and Sedimentation Control Plan No.: Crave -2013-013 Project Name: Quail Woods, Phase 2, Sections 1 - 5 �Y> Location: SR 1600 County: Craven�l ' MHD fi River Basin: Neuse Date Received by LQS: May 24, 2013 Acres Approved: 52.9 Project Type: New Project Description: Grading associated with construction of roads, drainage and residential lot preparation (no building construction). Dear Sir: This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable and hereby issue this Letter of Approval with Modifications. The modifications required for approval are listed on the attached page. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity has been undertaken, as required by 15A NCAC 4B.0129, unless modified by other legislation. Please be advised that 15A NCAC 4B.0118(a) requires that a copy of the approved erosion and sedimentation control plan be on file at the job site. Also, you should consider this letter as giving the Notice required by G.S. 113A-61. l (a) of our right of periodic inspection to ensure compliance with the approved plan. North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring protection of existing natural resources and adjoining properties. If, following the commencement of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (G.S. 113A-51 through 66), this office may require revisions to the plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality laws, regulations and rules. In addition, local city or county ordinances or rules may also apply to this land -disturbing activity. This approval does not supersede any other permit or approval Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 • Phone: 252-946.64811 FAX: 252-975-3716 Internet trip./Mww.portal.rcdenr.orglweblldlam4 ality An Equal opporturifty I Af ramaGve Acfion Employer - 501kRecycled IM Post Consumer Paper Quail Woods Village, LTD. ATTN: Mr. Gerald Anderson, Manager June 21, 2013 Page 2 FIEHIVED FEB 1. 3 2011 DCN111- MHD CITY Please note that this approval is based in part on the accuracy of the information provided in the Financial Responsibility/Ownership Form, which you have submitted. You are required to file an amended form if there is any change in the information included on the form. NOTE: Neither this approval nor the financial responsibility/liability cited in it automatically transfer with a change in project ownership. In addition, 15A NCAC 4B.0127(c) requires that you notify this office of the proposed starting date for this project (using the enclosed Project Information Sheet). Please notify us if you plan to have a preconstruction conference. Please be advised that a rule to protect and maintain existing buffers along watercourses in the Neuse River Basin became effective on July 22, 1997. The Neuse River Riparian Area Protection and Maintenance Rule (15A NCAC 2B.0233) applies to the 50 -foot wide zone directly adjacent to surface waters (Intermittent streams, perennial streams, lakes, ponds and estuaries) in the Neuse River Basin. For more information about the riparian area rule, please contact the Division of Water Quality's Wetland/401 Unit at 919-807-6300, or DWQ in our regional office at 252-946-6481. Please be aware that your project will be covered by the enclosed NPDES General Stormwater Permit NCG010000 (Construction Activities). You should first become familiar with all of the requirements for compliance with the enclosed permit. Sincerely, Patrick H. McClain, PE Regional Engineer Enclosures cc w/o enc: J. Stephen Janowski, PE, J. S. Janowski Engineering Amy Adams, Regional Supervisor, Division of Water Quality RECEIVED -- Erosion and Sedimentation Control Plan No.: Crave -2013-013 Project Name: Quail Woods, Phase 2, Sections 1 - 5 FEB 13 2017 June 21, 2013 MODIFICATIONS D C M m M H® CITY Page A 1. AS THE DECLARED RESPONSIBLE PARTY, YOUR LEGAL RESPONSIBILITY is to understand the Act and comply with the following minimum requirements of the Act: A. In the event of a conflict between the requirements of the Sedimentation Pollution Control Act, the submitted plan and/or the contract specifications, the more restrictive requirement shall prevail; B. The land disturbing activity shall be conducted in accordance with the approved erosion and sedimentation control plan; C. The LATEST APPROVED erosion and sediment control plan will be used during periodic unannounced inspections to determine compliance and a copy of the plan must be on file at the job site. If it is determined that the implemented plan is inadequate, this office may require the installation of additional measures and/or that the plan be revised to comply with state law. D. All site revisions, including those required by other local, state or federal agencies, . which affect site layout, drainage patterns, limits of disturbance and/or disturbed acreage must be submitted to this office for approval a minimum of 15 day prior implementing the revision; E. Revisions exceeding the approved scope of this project without this office's prior approval of the plan showing the changes can be considered a violation. Failure to comply with any part of the approved plan or with any requirements of this program could result in appropriate legal action (civil or criminal) against the financially responsible party. Legal actions could include Stop Work Orders, the assessing of a civil penalty of up to $5000 for the initial violation and/or a civil penalty of up to $5000 per day for each day the site is out of compliance. F. The CERTIFICATE OF PLAN APPROVAL must be posted at the primary entrance to the job site and remain until the site is permanently stabilized G. In cases of natural disaster related changes to the proposed land disturbing activity, all appropriate actions and adequate measure installations may be performed to prevent sediment damage, prior to submitting and receiving approval of the revised plan. A revised plan must be submitted for approval as soon as possible, but no later than 15 days after all emergency actions have been performed; Erosion and Sedimentation Control Plan No.: Crave -2013-013 �� E F � Project Name: 1 �k j Quail Woods, 2, Sections 1 - 5 June 21, 2013 FEB 13 2017 MODIFICATIONS Page B CM- MHD CITE' H. Erosion and sediment control measures or devices are to be constructed and/or installed to safely withstand the runoff resulting from a 10 year storm event (25 year storm event in High Quality Zones). The 10 year storm event is generally equivalent to a storm producing 6.5 - 7 inches in 24 hours or at the rate of 6.5 - 7 inches in 1 hour, depending on the location of the project within the region; I. No earthen material is to be brought on or removed from the project site, until the off- site borrow and/or disposal sites are identified as part of the erosion control plan. If an off-site borrow and/or disposal site is to be utilized, submit the name and identification number (E&SCP# or Mme Permit #), prior to use. J. A buffer zone, sufficient to restrain visible sedimentation within the 25% of the width closest to the land disturbance, must be provided and maintained between the land - disturbing activity and any adjacent property or watercourse. K. In order to comply with the intent of the Act, the scheduling of the land -disturbing activities is to be such that both the area of exposure and the time between the land disturbance and the providing of a ground cover is minimized. L. Unless a temporary, manufactured, lining material has been specified, a clean straw mulch must be applied, at the minimum rate of 2 tons/acre, to all seeded areas. The mulch must cover at least 75% of the seeded area after it is either tacked, with an acceptable tacking material, or crimped in place. M. New or affected cut or filled slopes must be at an angle that can be retained by vegetative cover or other adequate erosion -control devices or structures appropriate, AND must be provided with a around cover sufficient to restrain erosion within 21 calendar days of completion of any phase (rough or final) of grading (ANNUAL RYE GRASS IS NOT in the APPROVED seeding specifications NOR is it an ACCEPTABLE substitute for the providing of a temporary ground cover). N. A permanent ground cover, sufficient restrain erosion, must be provided within the shorter of 15 working or 90 calendar days (if in a High Quality Zone, the shorter of 15 working or 60 calendar days) after completion of construction or development on any portion of the tract (ANNUAL RYE GRASS IS NOT in the APPROVED seeding specifications NOR is it an ACCEPTABLE substitute for the providing of a nurse cover for the permanent grass cover). Erosion and Sedimentation Control Plan No.: Crave -2013-013 - Project Name: Quail Woods, Phase 2, Sections 1 - 5 IV ED June 21, 2013 MODIFICATIONS Page C FEB 13 2017 DCM- MMD CITY" O. All sediment and erosion control details for this project must conform to the standards as shown in the current Erosion & Sediment Control Planning and Design Manual; These details must be utilized for construction and incorporated in the plan. The Design Manual maybe found on-line at: http://portal.ncdenr.or web/lr/publications 2. Adequate and appropriate measures must be properly installed downstream, within the limits of disturbance, of any land disturbing activity to prevent sediment from leaving the limits of disturbance, entering existing drainage systems, impacting an on-site natural watercourse or adjoining property �JFAa NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory John E. Skvarla, III Governor �__. _ Secretary April 30, 2014 Quail Woods Village, LTD Attn: Mrs. Rose Anderson, President 131 Quail Woods Drive RECEIVED New Bern, NC 28560 Subject: State Stormwater Permit No. SW7140304 FEB 13 2017 Quail Woods Subdivision, Phase 2 Sections 1 thru 5ja �® ��, Low Density Stormwater Project Craven County Dear Mrs. Anderson: The Washington Regional Office received a complete Stormwater Management Permit Application for the Quail Woods Subdivision, Phase 2 project on March 11, 2014. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211. and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7140304 dated April 30, 2014, for the construction of the subject project. This permit shall .be effective from the date of issuance until. rescinded and shall be subject to the conditions and limitations as specified therein, and does not supercede any other agency permit that may be required. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter, please contact me at (252) 946-6481. Sincerely, Scott Vinson Environmental Engineer G:\LR\SWP\SAV\G-Stormwater\PERMIT\SW7140304 cc: Stephen Janowski, PE Craven County Planning/Inspections Washington Regional Office " Division of Energy, Mineral, and Land Resources - Land Quality Section Washington Regional Office 943 Washington Square Mail, Washington, North Carolina 27889 - Phone: 252-946-6481 / FAX: 252-975-3716 Internet: http://www.portal.ncdenr.org/web/IrAand-quality An Equal Opportunity / Affirmative Action Employer - 50%Recycled/10% Post Consumer Paper STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND I`ATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES STORMWATER MANAGEMENT PERMIT LOW DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules and Regulations PERMISSION IS HEREBY GRANTED TO RECEIVED Quail Woods Village, LTD Quail Woods Subdivision, Phase 2 Sections 1 thru 5 FEB 2D17 Located off Broad Creek Road, New Bern, Craven County, 'SCM- M H D CITY FOR THE construction, operation and maintenance of a 24% low density subdivision in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications, and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions and limitations: I. DESIGN STANDARDS Each of the 80 lots is limited to a maximum square feet of built -upon area as shown on the attached list, as indicated in the application and as shown on the approved plans. 2. The overall tract built -upon area percentage for the project must be maintained at 24% per the requirements of Session Law 2008-211 and Section .1005 of the stormwater rules. 3. The built -upon areas associated with this project shall be located at least 50 feet landward of all perennial and intermittent surface waters. 4. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:1) as defined in the stormwater rules and approved by the Division. 5. All roof drains must terminate at least 50 foot from the mean high water mark. Page 2 of 6 11. SCHEDULE OF COMPLIANCE 1. - Swales� and other -vegetated conveyances shall be constructed in their entirety, vegetated, and be operational for their intended use prior to the construction of any built -upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated conveyances will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted stormwater management .systems at optimum efficiency to include: a. Inspections b. Sediment removal. C. Mowing, and re -vegetating of the side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. f. Maintenance of level spreaders and infiltration areas in accordance with approved plans and O&M documents. 4. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any of the items shown on. the approved plans, including the stormwater management system, design concept, built -upon area, details, etc. b, Project name change. c. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, or selling of the project area. f. Filling in, altering or piping any vegetative conveyance shown on the approved plan. 5. The permittee shall submit all information requested by the Director or his representative within the time frame specified in the written information request. 6. No piping shall be allowed except that minimum amount necessary to direct runoff beneath an impervious surface such as a road and that minimum amount needed under driveways to provide access to lots. 7. Within 30 days of completion of the project, the permittee must certify in writing that the project's stormwater controls, and impervious surfaces have been constructed within substantial intent of the approved plans and specifications. Any deviation from the approved plans must be noted on the Certification. 8. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon area. Once the lot transfer is complete, the built - upon area may not be revised without approval from the Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred to the individual property owner, provided that the permittee complies with the requirements of Section 11.11 and 11.12 of this permit. FEB 13 2017 Page 3 of 6 DCM— M D CITY 9. Deed restrictions are incorporated into this permit by reference and must be recorded -with.the Office -of the, Register of Deeds prior to the sale of any lot. Recorded deed restrictions must include, as a minimum, the following statements related to stormwater management: a. The following covenants are intended to ensure ongoing compliance with State Stomnwater Management Permit Number SW7140304, as issued by the Division of Water Quality under NCAC 2H.1000. b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. C. These covenants are to run with the land and be binding on all persons and parties claiming under them. d. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina, Division of Water Quality. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division of Water Quality. f. The maximum built -upon area per lot is (see attachment) square feet. This allotted amount includes any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel brick, stone, slate, and coquina, but does not include raised, open wood decking, or the water surface of swimming ppools. g. Fillingin or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development except for average driveway crossings, is strictly prohibited by any persons. h. Each lot will maintain a 50 foot wide vegetated buffer between all impervious areas and surface waters. L All roof drains shall terminate at least 50 foot from the mean high water mark. j. If permeable pavement credit is desired, the property owner must submit a request, with supporting documentation, to the permittee and receive approval prior to construction of the permeable pavement. 10. The permittee shall submit a copy of the recorded deed restrictions within 30 days of the date of recording. 11. If the permittee sets up an Architectural Review Committee or Board (ARC or ARB) to review plans for compliance with the restrictions, the plans reviewed must include all proposed built -upon area (BUA). Any approvals given by the ARC or ARB do not relieve the lot owner of the responsibility to maintain compliance with the permitted BUA limit. 12. Allstormwater conveyances will be located in either dedicated right-of-way (public or rivate), recorded common areas or recorded drainage easements. The finai plats for f prolectwill be recorded corded showing all such required easements, in accordance with the approved plans. 13. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Direct o��VIVED- FEB h es have been made. 13 2017 Page 4 of 6 DCM- MHD CITY 14. If permeable pavement credit is desired, the permittee must submit a request to _ modify the permit to incorporate such language, as required_ by the Division of Water Quality. The- request -to modify must include a soils report identifying the type of soil, the Seasonal High Water Table -elevation and the infiltration rate. Upon the successful completion of a permit modification, the individual lot owners that request to utilize permeable pavements must submit the necessary forms and documentation to the permittee and receive approval prior to construction of the permeable pavement. III. GENERAL CONDITIONS 1. This permit is not transferable to any person or entity except after notice to and approval by the Director. The Director may require modification or revocation and re - issuance of the permit to change the name and incorporate such other requirements as may be necessary. In the event of a name or ownership change, a completed Name/Ownership Change form, signed by both parties, must be submitted to the Division of Water Quality accompanied by the supporting documentation as listed on page 2 of the form. The approval of this request will be considered on its merits, and may or may not be approved. 2. The permittee is responsible for compliance with all permit conditions until the Director approves a transfer of ownership. Neither the sale of the project nor the transfer of common areas to a third party, such as a homeowner's association, constitutes an approved transfer of the stormwater permit. 3. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division of Water Quality, in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. 4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Session Law 2008-211, Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al. 5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by the Division, such as the construction of additional or replacement stormwater management systems. 6. The permittee grants permission to DENR Staff to enter the property during normal business hours, for the purpose of inspecting all components of the stormwater management facility. 7. The permit issued shall continue in force and effect until revoked or terminated. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and re -issuance, or termination does not stay any permit condition. B. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines established in the North Carolina Erosion9 _K4&ntrol Planning and Design Manual. FEB 13 2017 Page 5 of 6 - MHD CITY 9. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state and federal), which have jurisdiction. 11. The permittee shall notify the Division in writing of any name, ownership or mailing address changes at least 30 days prior to making such changes. Permit issued this the 30th day of April, 2014. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION t --- --- ---------------------- for Tracy E. Davis, PE, CPM Division of Energy, Mineral, and Land Resources By Authority of the Environmental Management Commission Permit No. SW7140304 Page 6 of 6 FEB 13 2017 Quail Woods Phase 2 Sections 1-S Allowable BUA IBullt upon Areal X14 W2norab Ywal Arm pgolued l6 quilt Uaun 1 16,099 4,056 24.00 2 26,150 6,000 24,04 3 23,733 6,000 25.28 0 22,474 6,000 26.70 5 29,745 6,000 90.39 6 26,367 6,000 36.66 7 1SA29 61000 3791 8 15,534 61000 38.62 9 42,616 61000 14.02 10 56,619 20,000 17.66 11 15,000 3.600 24AD 12 15,619 3,749 24.00 13 16,51Z 31963 24.00 14 15,061 3,615 24.00 15 15,000 3,600 24.00 26 15,000 3,600 74.00 17 16,413 31939 24.00 28 16,960 4,070 7440 19 16,711 4,011 24.00 20 16,394 3,935 24.00 21 25,200 3,648 Z4.00 7Z 25,200 3,648 24.00 23 15,200 3,648 24.0 24 15,293 4670 24,00 25 22,445 5,387 24.00 Z6 Z6,266 SA04 24.00 27 39,231 9,415 24.00 28 43,144 20,000 13.18 29 42,611 10,000 23A7 30 42,094 10,000 23.76 31 41,700 10,000 23.96 32 43,454 IOAM 23A1 33 53,947 10400 18.54 34 79,192 7,006 24.00 35 30,672 7,361 24.00 36 27,603 6,625 24.00 37 42,467 ]0,000 Z3.SS 38 22,059 3,294 24.00 39 18,490 4,438 24.00 40 29,340 4,642 74.00 41 45,625 10,000 2132 42 64,079 10,000 25.61 43 82,465 10AW 12-13 44 39,143 9,394 24.00 45 70,898 9,016 24.00 46 31,626 7,590 24.00 47 401579 9,739 24.00 48 50,951 10,000 19.63 49 5,032 6,200 6140 s0 17AN 4,248 24.00 51 17,190 4,126 24.00 52 22,202 5,328 24.00 53 28,900 6,938 24.00 . 54 25,001 60192 24.00 55 4473 6,834 24.00 56 32,413 7,779 74.00 57 17,840 4,282 24.00 S0 21,192 56066 24.00 59 31,468 7,552 24.00 60 22,361 5,367 2440 61 15,696 3,769 2400 62 35,702 3,769 24AD 63 15,930 3,823 24.00 66 16,053 3,653 2440 65 16,177 3,39Z 24.00 66 10,029 4,327 24.00 67 161632 3,992 24.00 6a 34060 3,854 24AO 69 16,000 3,840 24AD 70 19,117 k5sa 24.00 71 15,385 3,692 24.00 72 15,506 3,722 24.00 73 17,4Z9 41183 24.00 74 18,166 4,359 24.00 75 20,793 4,990 24.00 76 22,708 5,450 24.00 77 21,99; 5,278 2400 78 16,787 4,029 24.00 79 17,261 4,143 24,00 s0 83;69 1OA00 -99 472,412 C E FEB 13 Z017 Form DCM MP -2 EXCAVATION and FILL (Except for bridges and culverts) RECEIVED FEB 13 2017 DCM- MFID CIT 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. EXCAVATION ❑This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. sandy loam 7 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 119 ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas: Excavating the existing edge of bank to a depth of 5' to install concrete boat ramp 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. On site, 6" - 12" around boat ramp c. (i) Do you claim title to disposal area? ®Yes ❑No [INA (ii) If no, attach a letter granting permission from the owner. d. High -ground excavation in cubic yards. 176 [I This section not applicable b. Dimensions of disposal area. 7,292 sft (within silt fence) d. (i) Will a disposal area be available for future maintenance? ®Yes []No [INA (ii) If yes, where? Area where fill placed around boat ramp 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 number of square feet affected. (ii) If yes, how much water area is affected? ❑CW ®SAV 207 ❑SB OWL []None (ii) Describe the purpose of disposal in these areas: na 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06 Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization Length 72.93 Width 14 Avg. Existing -6.9 na NA NA Depth Final Project -5.0 NA NA Depth 1. EXCAVATION ❑This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. sandy loam 7 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 119 ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas: Excavating the existing edge of bank to a depth of 5' to install concrete boat ramp 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. On site, 6" - 12" around boat ramp c. (i) Do you claim title to disposal area? ®Yes ❑No [INA (ii) If no, attach a letter granting permission from the owner. d. High -ground excavation in cubic yards. 176 [I This section not applicable b. Dimensions of disposal area. 7,292 sft (within silt fence) d. (i) Will a disposal area be available for future maintenance? ®Yes []No [INA (ii) If yes, where? Area where fill placed around boat ramp 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 number of square feet affected. (ii) If yes, how much water area is affected? ❑CW ®SAV 207 ❑SB OWL []None (ii) Describe the purpose of disposal in these areas: na 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06 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: []Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: c. Average distance waterward 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. b. Length: Width: d. Maximum distance waterward of NHW or NWL: f. (i) Has there been shoreline erosion during preceding 12 months? []Yes []No El NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. FEB 13 2017 t CM@ MHD CIS'` 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, (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: 5. GENERAL 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)? It will be contained by silt fence Backhoe 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. February 10, 2017 Date Quail Woods Subdivision, Boat Ramp Project Name 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. J. Stephen janowski, PE Appli C X'�5 , Ap r nt ' n re 252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/26/06 Form DCM MP -4 STRUCTURES (Construction within Public Trust Areas) s FEB 13 2017 DCM- MHD Cliff' 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 ❑This section not applicable a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public? ❑Commercial ❑Public/Government ®Private/Community ❑Yes ®No c. (i) Dock(s) and/or pier(s) (ii) Number 2 (iii) Length 363 (iv) Width 6 (v) Floating ❑Yes ®No e. (i) Are Platforms included? ❑Yes ®No If yes: (ii) Number (iii) Length (iv) Width (v) Floating []Yes ❑No Note: Roofed areas are calculated from drioline dimensions. g. (i) Number of slips proposed 7 (ii) Number of slips existing 0 L 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: 20 m. (i) Will the facility have tie pilings? []Yes ®No (ii) If yes number of tie pilings? d. (i) Are Finger Piers included? ❑Yes ®No If yes: (ii) Number (iii) Length (iv) Width (v) Floating []Yes ❑No f. (i) Are Boatlifts included? []Yes ®No If yes: (ii) Number (iii) Length (iv) Width h. Check all the types of services to be provided. ❑ Full service, including travel lift and/or rail, repair or maintenance service ❑ Dockage, fuel, and marine supplies ® Dockage ("wet slips") only, number of slips: 7 ❑ Dry storage; number of boats: ® Boat ramp(s); number of boat ramps: 1 ❑ Other, please describe: j. Describe the typical boats to be served (e.g., open runabout, charter boats, sail boats, mixed types). mixed I. (i) Will the facility be open to the general public? []Yes ®No 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 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: A VED ❑ Showers RECE ❑ Boatholding tank pumpout; Give type and location: FFR 142pt� b. Describe treatment type and disposal location for all sanitary wastewater. DCM- MHD CITY 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? m. Is the marina/docking facility proposed within a primary or secondary nursery area? ❑Yes [:]No 252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/27/06 Form OCM 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 (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑ ❑SAV ❑sB RECEIVED ❑WL WL ❑None p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes [:]No FEB 13 2011 If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. DCM- MHD CITY 13. BOATHOUSE (including covered lifts) ®This section not applicable I 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. 4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable a• (i) Number (ii) Length (iii) Width 5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable a. Length c. Maximum distance beyond NHW, NWL or wetlands 6. MOORING 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 b. Average distance from NHW, NWL, or wetlands ®This section not applicable b• Number d. Description of buoy (color, inscription, size, anchor, etc.) 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06 Form DCM MP -4 (Structures, Page 4 of 4) a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities. 270 If na Note: For buoy or mooring piling, use arc of swing including length of vessel. c. Width of water body 104 If 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 5_0 8. OTHER ®This section not applicable a. Give complete description: February 10, 2017 Date Quail Woods Subdivision, Boat Ramp Project Name J. Stephen Janowski, PE .. (I/,. � � #� RECEIVED FEB 13 2017 ®CM- MHD CITY 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06 sloollpi,V adeaspuel SJOA101AIMIS gee -V -Z91- (Zg�) smueld 89IRLZ ON '0111AL189.1E) sisoulow] IGGIIS PUOOOS IsI?3 LSI �A Woo '$018!OOSS 8 P U US J 9 A I I 'J, 'ONI 'S3iV(00SSV 'R ,4 :s"1193111 3N 3N I D�� FM Iv'Al-10�1VO, Hi�JON '),,iNnoO N13AV�10 'dIHSNMOi Z# 'N,\,J38 WIN (Cdmvivoo) 9 HonoHi � SNOU31S 'Z 3SVHd NOISIAIMIAS Eue-rOO.M 7IVA6 'SI!Dl@p GIDpdn ,dWDJ jDoq PuGlx3 'U01ID301 ,said Ij!qS q[/gl,/Zl, -dLuoj ir)oq joj sajou PPV 9L/6Z/6 dLUD.J jDoq pasodo-id jo Dam Ott sq dap jajDm builsixe BUIMOqS SUOIIDA919 }ods Ao/uns lr)uoi I!Ppvg i./oc/g :SNOISIAI� GX 00 Q- -32 Z I F - Z uj M ca U-1 < uj M :r z 0 V) Z 0 0 Z QW—WZ�Z-LKt�N uj Fw- 0 uj uj 0 u) Dii) ii tI [I a U, Lj Uzi L'i F - Z Z 0 0 < 0- � V) x uj C c3 c3 t3c>c3�aiiaga w u- I 0 8 vi 44 Z 0 CL F- U) Lo qg-pj—Zfq (,7f > 0 0 0 Ld 0- of) Id Y) uj Va J999J ON 'Na3g M3N e2 LIJ Z tZ Q uj C� OV08 INIOd NOSTM 11,7, ,x ciff (N cc d < (711 '30V -711A m m 0 � Z F- SGOOM -71vno Qx ui 10,-, > :o -e C) -uDj G/�ANMO cr- ui X 0 C- 0- < 0 cr_ CL < 0 0 V) I F - Z uj M ca U-1 < uj M :r z 0 V) Z 0 0 Z QW—WZ�Z-LKt�N uj Fw- 0 uj uj 0 u) Dii) ii tI [I a U, Lj Uzi L'i F - Z Z 0 0 < 0- � V) x uj C c3 c3 t3c>c3�aiiaga w u- I 0 8 vi 44 Z 0 CL F- U) L) CL LLJ > 0 0 Ld 0- of) Id Y) uj Va Z F- e2 LIJ Z tZ Q uj C� x ,x ciff (N cc < D V > LLI w 0 00 uj Qx > 0 w Z uj LLJ 8 Y ORO/ Z F- V) V) Z Z 00 I-- F- < < 0 Ld W -j -j Z W U -j X I I D V) z 06 if a. C) Z -j 0 V) uj 0 Z 0 It uj 9) 0 z W Z 0 0 1-- 0— 0) 0 0 co 0 a < x s4 L(,)j 1- 0 uj CL 5 Wm uj V) 11 Z C) w 0 uj ®s � 25 <Z 0 V) 0- W 18 F< - cc, L I x Dul W XW I m X- (n 44 Z 0 D CL F- ins L) 6 Z 0 0 z 0- Y) uj Va 31ld «t3 e2 LIJ Z tZ Q Z C� 0 ,x (N cc V > w 0 00 I x Dul W XW I m X- (n F --L, , Z D CL M ins ai. 6 Z 0 0 z Y) 31ld «t3 e2 0 0 Z C� 0 (N cc w 0 00 I NIA as Z m -j LUIAJ d:w 0 C) ou) Zujo eaa -j V) 61.0 ZZ<0— I � Id Z 0 w 0 Z M, Lulul a. 0 0 0 0 ME I I LL - 0 M ins w 1: 0 V) z 31ld «t3 e2 C� w w 3-11d .9 NIA as Z m -j LUIAJ d:w 0 C) ou) Zujo eaa -j V) 61.0 ZZ<0— I � Id Z 0 w 0 Z M, Lulul a. 0 0 0 0 ME I I LL - 0 OR 0 w w w uj 0 x CL V) sm ins Ljj 1: V) OR 0 w w w uj 0 x CL V) sm