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Home My WebLink About20120972 Ver 1_401 Application_20121012PARKER & ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners 306 New Bridge Street • P.O. Box 976 Jacksonville, NC 28541 -0976 910 - 455 -2414 • Fax: 910 -455 -3441 Firm License Number F -0108 October 19, 2012 Mr. Ian McMillan NCDENR — Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 1 2097 2 5 aping Hori2on� 1 RE: Wantlands Ferry, Section I at Towne Pointe Wetlands Permit Application AID # SAW- 2009 -00315 Onslow County, NC Dear Mr. McMillan: We have received a Nationwide Permit for wetlands impacts on the above referenced project. Therefore, I am sending you the completed form, maps, and attachments for your review and approval. Please find enclosed Four (4) packages of the following information along with check in the amount of $240.00: Also, I am sending Joanne Steenhuis one copy of everything to help speed up the process. 1. PCN Form 2. Wetlands Impacts Map (sheets 1 -4 of 4) 3. Nationwide Permit 29 dated 10- 12 -12. 4. Letter from Renee Gledhill -Early dated 08 -29 -2011 5. Letter from Bachelors Delight Mitigation Bank dated 08 -02 -2012 6. Draft Restrictive Covenants with wetlands language 7. Preliminary Plats (sheets 1 + 2 of 25) If you have any questions concerning this submittal or require any additional information, please call me or email me at paitext @bizec.rr.com. Enclosures xc: Ms. Joanne Steenhuis (w /enclosures) ec: Mr. Mike Tuton (Letter only) Mr. Steve Wangerin (Letter only) CF (P), LAM TMS /jus c2.TMS WantalndsFerry WetlandsPermdAppl Ltr 10. 18.12 Sincerely, PARKER & ASSOC S, INC. Timothy . to art, P.E. EMAIL ADDRESS: TEXT MESSAGES TO: oaitexW0izec.rr.com MAPS AND PLANS TO: PaidraftWbizec.rr.com • ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS • FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS oo� WAr�9oc y r O T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes N No For the record only for Corps Permit: ❑ Yes N No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. N Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. N Yes ❑ No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes N No 2. Project Information 2a. Name of project: Wantlands Ferry, Section I at Towne Pointe 2b. County: Onslow 2c. Nearest municipality / town: Jacksonville 2d. Subdivision name: Wantlands Ferry, Section I at Towne Pointe 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Onslow 22, LLC 3b. Deed Book and Page No. Book 3464, Page 175 -187 3c. Responsible Party (for LLC if applicable): Michael G. Tuton, Vice President 9, L T .a 8 1 3d. Street address: 1000 Hunters Trail 3e. City, state, zip: Midway Park, NC 28544 DENR - WATEP 0 AL Ty gigunwa 3f. Telephone no.: (910) 577 -1441 3g. Fax no.: (910) 577 -7319 3h. Email address: mtuton @ec.rr.com Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version r� t 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: Developer 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 411. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Timothy M. Stewart, P.E. 5b. Business name (if applicable): Parker & Associates, Inc. 5c. Street address: 306 New Bridge Street 5d. City, state, zip: Jacksonville, NC 28540 5e. Telephone no.: (910) 455 -2414 5f. Fax no.: (910) 455 -3441 5g. Email address: paitext @bizec.rr.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 531600051276 1b. Site coordinates (in decimal degrees): Latitude: 34.74520 Longitude: - 77.30470 (DD.DDDDDD) (- DD.DDDDDD) 1c. Property size: 80.39 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Rocky Run proposed project: 2b. Water Quality Classification of nearest receiving water: C -NSW 2c. River basin: White Oak River Basin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The site is currently wooded land with some wetlands. 3b. List the total estimated acreage of all existing wetlands on the property: 86.95 AC 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 24,556 LF 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to construct a road and utilities over an existing creek to access Wantlands Ferry Section I. 3e. Describe the overall project in detail, including the type of equipment to be used: Grading will be performed for roadways, drainage and utility Installation. Typical grading equipment will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type E] Preliminary ®Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Name (if known): Other: Land Management Group 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. In progress for final signatures 11- 23 -09, AID: 2009 -00315 5. Project History 5a. Have permits or certifications been requested or obtained for ®yes ❑ No Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Weyerhaeuser received a General Permit for a drive to sewage pumping Station, Which is not in Onslow 22, LLC tract. General Permit issued 10 -8 -10 6. Future Project Plans 6a. Is this a phased project? ®Yes El No 6b. If yes, explain. Onslow 22, LLC has purchased 540. 1 -acre tract from Weyerhaeser and is in process of developing. A first section, Jackson Point and Carriage Crossing has already been designed and constructed. It had no wetland impacts. Wantlands Ferry, Section I is the 2nd phase of the Onslow 22, LLC tract. Page 3 of 10 PCN Form - Version 1.3 December 10, 2008 Version EO /rc Proposed Impacts Inventory 1. Impacts Summary la. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T Culvert & Fill ® Yes ®Corps W1 ®P ❑ T For Road Riparian 0.18 Crossing ❑ No El DWQ W2 ❑ P ®T Headwall Riparian ® Yes ® Corps 0.01 ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.18(P);0.01(T) 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ❑ T Culvert/Road UT to Rocky Run E] PER ® Corps 8 58 Crossing ® INT El DWQ S2 [:]POT Headwall UT to Rocky Run ❑ PER ® Corps 8 38 ® INT ❑ DWQ S3 ❑ P FIT ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P [IT ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 58(P); 38(T) 3i. Comments: Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts if there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indiv" ually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f. Total open water impacts 0 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 0 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any im acts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar - Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number— Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary (T) impact required? 131 ❑P [IT El Yes ❑ No B2 ❑P ❑T ❑Yes ❑ No B3 ❑P ❑T El Yes ❑ No 6h. Total buffer impacts 0 6i. Comments: Page 5 of 10 i D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See attachment 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Headwalls have been designed for the culverts to minimize impact lengths. Silt fence and erosion control measures proposed at clearing limits to avoid or minimize any sedimentation runoff from entering wetlands and streams. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ® Yes ❑ No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ® Corps 2c. If yes, which mitigation option will be used for this project? ® Mitigation bank El Payment to in -lieu fee program ® Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Bachelors Delight Mitigation Bank 3b. Credits Purchased (attach receipt and letter) Type Stream Wetlands Riparian Quantity 58 LF /0.18 AC 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b Stream mitigation requested: 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested- acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Wetlands not to be impacted will be set up to be preserved via a Wetlands Conservation Map and Recorded Deed Restrictions. Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 0 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to' protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes [_1 No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 38 %± 2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Wantlands Ferry, Section I at Towne Pointe is a high density residential single family subdivision. Project built upon area is approximately 38 %, therefore stormwater ponds have been designed to treat the runoff. Stormwater drains to an UT to Rocky Run, Classified C -NSW. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ® DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ Phase II 3b.' Which of the following locally - implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ® Coastal counties 4a. Which of the following state- implemented stormwater management programs apply ❑ HQW ❑ ORW (check all that apply): ❑ Session Law 2006 -246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No attached? Under review 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information I. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal /state /local) funds or the Yes No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after- the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):- 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Each lot will have a sewer service which will flow to ONWASA's sewer system, which is routed to a USMC wastewater treatment plant for treatment. Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version i, 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh New Bern ❑ ❑ ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Data Search and Virtual Workshop — NC Natural Heritage Program 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Contacted Ron Sechler, NOAA National Marine Fish Service in Beaufort, NC (252) 728 -5090. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? We have contacted Renee Gledhill -Early at the NC State Historic Preservation Office. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes ® No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Flood Map: FIRM CPN 370340 5306 J (Onslow County) effective November 3, 2005 Mr. Michael G. Tuton Lk- Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 Attachment to Pre - Construction Notification (PCN) Form for Wantlands Ferry, Section I at Towne Pointe Section D.1.a. Avoidance and Minimization February 2012 Revised July 2012 The layout of the project has been carefully planned to minimize wetlands impacts while at the same time maximizing the potential of the project. Olde Towne Point Blvd. is aligned to cross the stream at an existing culverted crossing, thereby minimizing wetlands and stream impacts. The existing Boulevard was originally designed as a divided 4 lane (2 lanes each way) street with a 23' median. At the stream /wetland crossing, the Boulevard design has now been narrowed to a 2 lane, 26' wide road with no asphalt trail, in order to minimize the stream /wetland crossing. It is anticipated that when warranted in the future, the additional two lanes with median and asphalt trail will be permitted and constructed. In addition, the proposed roads throughout Wantlands Ferry have been positioned so that there will be no other wetlands impacts. The locations of the proposed water and sewer utilities are proposed to occur within the footprint of the proposed road so as not to have additional impacts for the water and sewer extensions. The location of the water and sewer mains at the proposed road impact areas are shown on the Impact Area Exhibit Map. For stormwater treatment, stormwater ponds are placed along a stream or low area within the subdivision so the pond outlet is close to the lowest wetland outlet elevation. The ponds are located at least 50' from the top of the bank of a stream. As designed, the stormwater ponds will not disturb any wetlands. Concerning possible draining of the Wetlands adjacent to the stormwater ponds, the stormwater section of NCDENR -DWQ currently requires soils borings, at the pond, by a Soil Scientist to investigate the soils material and seasonal high water table (SHWT) and provide calculations using the Skaggs Method to show that the water table in the wetlands will not be lowered. C1.FORMS. Wet1ands. AttachtoPCNFormforWantlandsFerryl .Rev.7.12.12 d 1 F' i- �.�►vr I 0 31 2011 North Carolina Department of Cultural Resources `° /A R1, ,� State Historic Preservation Office Claudia Brown, Acting Administrator �j Beverly Eaves Perdue, Governor Office of Archives and Uzw p/,"' s--� Linda A Carlisle, Secretary Division of Historical Resources Jeffrey J. Cr—, Deputy Secretary David Brook, Director b August 29, 2011 Athan Parker Parker & Associates, Inc. PO Box 976 Jacksonville, NC 28541 -0976 Re: Wantlands Ferry, Section I, Onslow County, ER 11 -1633 Dear Mr. Parker: Thank you for your letter of August 18, 2011, concerning the above project We have conducted a review of the project and are aware of no historic resources which would be affected by the project Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill- Earley, environmental review coordinator, at 919- 807 -6579. In all future communication concerning this project, please cite the above - referenced tracking number. Sincerely, pp 6WClaudia Brown '` 1 r 109 East low Street Raleigh NC 27601 Marling Address. 4617 Mail Sernce Center, Raleigh NC 27699 -4617 Telephone/Fax. (919) 807 - 6570/807 -6599 BACHELORS DELIGHT MITIGATION BANK STATEMENT OF CREDIT AVAILIBILITY August 2, 2012 TO: Timothy M. Stewart FROM: Bachelors Delight Mitigation Bank Parker & Associates Inc. c/o Land Management Group, Inc. 306 New Bridge Street 3805 Wrightsville Avenue, Suite 15 Jacksonville, NC 28540 Wilmington, NC 28403 Project: Wantlands Ferry, Section I at Towne Pointe (USACE Action Id. No. SAW - 2009 -00315) Dear Mr. Stewart: Pursuant to your recent credit request, Bachelors Delight Mitigation Bank (Bank) is providing preliminary acceptance to supply wetland and stream compensatory mitigation credits for potential impacts associated with the proposed Wantlands Ferry Project (Section I at Towne Pointe) located in the White Oak River Basin (HUC 03030001). Please refer to the table below depicting the current credits available and the credits requested via your recent email transmittal. f I Number of Credits Available Credits Requested Mitigation Type Total Bank Credits i (prior to request) I Stream •• -- _ i 26,507 � 3,702 -- �- -' - -58 •- - - -` i Non- Riparian Wetland i 87 I 13 i 0 IRiparianwetland- � 84 -- - -__ �_ - - - -- -125--- ------ .— .. - -� - -- - -- - 0.18 - -- -- --� Note that the Bank provides wetland credits in 0.10 -acre increments. Based upon receipt of the completed Credit Request Form (transmitted by email to Land Management Group, Inc. on August 1, 2012), the Bank will reserve 0.20 credits of riparian wetlands and 58 stream credits for a period of up to six (6) months. Upon receipt of payment, Bachelors Delight Mitigation Bank will provide confirmation of the credit transfer. It is the applicant's responsibility to ensure that the credit types and amounts requested are consistent with the compensatory mitigation requirements of the permit(s) issued. The Bank and /or its agents are not responsible for determining the applicant's mitigation requirements. If you have any questions or need additional information, please contact me by phone at (910) 452 -0001 or by email at coreziosi @lmgroup.net. Sincerely, Land Manag ment Group, Inc. Christian Preziosi Section Manager cc. Taylor Downey - WREDCO U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW- 2009 -00315 County: Onslow U.S.G.S. Quad: Camv Leie '� V . GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION , Property Owner: Onslow 22, LLC Agent: ; ,(Parker and Associates In attn: Michael G. Tuton !attn: Timothy M. Stewa E. , Address: 1000 Hunters Trail Address: `P.O. Bog 976 _ �pA Midway Park NC 28544 Jacksonville, NC 28541 ' Size and location of property (water body, road name /number, town, etc.): The Wantlands Ferry, section Iiyortion of the former Onslow 22 site is an 80.39 ac. portion of the Property located oust east of Rocky Run Rd. on the south side of Olde�&, Towne Pointe Blvd, near Jacksonville, Onslow County, North Carolina. Tag ID: 1127 -1.5. Latitude: 34.7451690 N Loneitude: - 77.3048750 W RCM Description of projects area and activity: The project involves permanent impacts to 0.18 ac. of riparian, non - riverine wetlands and 58 linear feet of stream, and temporary impacts to 0.01 ac. of riparian, non- riverme wetlands and 38 linear feet of stream for the construction of access and infrastructure for the Wantlands Ferry, Section I at Towne Pointe residential subdivision. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Permit Number: NW -29 SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS. Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted revised application and attached information dated 7/17/2012 (received 7/18/2012) and additional information dated 8/22/2012 (received 8/24/2012), and 10/4/2012 and 10/8/2012 via email. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the ,NC Division of Water Quality (telephone (919) 733 -1786) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at (910) 796 -7215. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact David E. Bailey at 910 - 251 -4469 Corps Regulatory Official Date: 10/12/2012 Expiration Date of Verification: 10/12/2014 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 attached customer Satisfaction Survey or visit hqp:// per2 .nmT.usace.ariny.mil /survey.htm] to complete the survey online. Copy Furnished: Joanne Steenhuis , NCDENR -DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405 Bachelors Delight Mitigation Bank, c/o Land Management Group, Inc., 3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403 Determination of Jurisdiction: A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). R ❑ There are Navigable Waters of the United States within the above described project area 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. C. ® There are waters of the US and/or wetlands within the above described project area 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. D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued 11/23/2009. Action ID SAW- 2009 - 00315. Corps Regulatory Official: Expiration Date: 11/23/2014 Copy furnished: Joanne Steenhuis , NCDENR -DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405 4 Special conditions: Wantlands Ferry, Section I at Towne Pointe AID# 2009 00315 1) The permittee shall execute and cause to be recorded in the Onslow County Register of Deeds an amendment to the Master Declaration of Covenants and Restrictions acceptable to the Corps of Engineers (draft reviewed and approved received 10/8/2012 via email) for the purpose of maintaining the conservation areas, as shown on the reviewed plat (Preliminary Plat, Wantlands Ferry, Section I at Towne Pointe, dated 9/2/2012, received via email 10/4/2012) in their natural state in perpetuity, prior to the sale or conveyance of any lots or other property within the subdivision. The permittee shall enforce the terms of the restrictive covenants and, prior to conveyance of the property, shall take no action on the property described in the covenants inconsistent with the terms thereof. The permittee shall provide a copy of the recorded restrictive covenants to the Corps of Engineers within 15 days of recording. These provisions relating to the wetlands cannot be amended or modified without the express written consent of the U.S. Army Corps of Engineers, Wilmington District. 2) Transfer of General Permit Verification (see Nationwide Permit Condition 29). Within 15 days of the permittee transferring ownership of the subdivision open space or common area associated with the nationwide permit verification to the subdivision Home/Property Owners Association, the permittee shall submit a letter to the Wilmington Regulatory Field Office to validate the transfer. The letter must be acknowledged, signed and dated by both the permittee and the transferee. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement: "The terms and conditions of the nationwide permit verification, including all special conditions, identified as Action ID SAW- 2009 - 00315, will continue to be binding and enforceable on the Home/Property Owners Association, as the new owner(s) of the property subject thereto." 3) In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. 4) The wetland boundary, as marked on the "Grading, Drainage, Erosion and Sediment Control Plan, Wantlands Ferry, Section I at Towne Pointe" (dated 7/17/2012, received in permit application package dated 7/17/2012 [received 7/18/2012]), shall be physically /visually identified using silt fence, safety fence, or similar products during all phases of construction in the following areas: a. The limits of the wetland impacts authorized by this permit b. The wetland boundaries within 50 feet of all construction and other land disturbing activities within the Wantlands Ferry, Section I at Towne Pointe subdivision project. 5) Future phases of the Towne Pointe subdivision will be considered part of the Towne Pointe single and complete project, and impacts will be considered cumulative with impacts permitted during earlier phases. As such, if impacts proposed in future phases in combination with impacts permitted in earlier phases exceed the Nationwide Permit threshold, future phases will be subject to Individual Permit review. Current authorized permanent impacts to Waters of the U.S. for the Towne Pointe single and complete project total 0Z13 acre, including impacts to 0.193 acre of riparian, non- riverine wetlands, and 111 linear feet (0.02 acre) of stream. Date: IOi�Z�zCIC Project Manager U.S. ARMY CORPS OF ENGINEERS Wilmington District Compensatory Mitikation Responsibility Transfer Form Permittee: Onslow 22, LLC Action ID: SAW- 2009 -00315 Project Name: Wantlands Ferry, Section I at Towne Pointe County: Onslow Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and /or the mitigation will occur in more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and /or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available' at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the appropriate ledger and provide a copy of the signed form to the Permittee and to the USACE Bank/In -Lieu Fee Program Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Requiring Mitigation* 8 - digit HUC and Basin: 03030001. White Oak'River Rasir Stream Impacts (linear feet) Wetland Impacts'(acres) (credits) Warm Cool Cold Riparian Riparian Non - Riparian Coastal 58 Riverine Non - riverine 58 0.18 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8 - digit HUC and Basin: 03030001. White Oak River Basin Stream Mitigation (credits) 'Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non- riverine Non- Riparian Coastal 58 0.18 Mitigation Site Debited: Bachelors Delight Mitigation Bank (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and /or advance credits for NCEEP), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: of Sponsor's Authorized Representative Date of Signature Page 1 of 2 Form Updated 18 September, 2012 t USACE Wilmington District Compensatory Mitigation Responsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the. Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation ( NCDOT), construction within jurisdictional areas may proceed' upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for,providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank /ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case"-by-case approval from the USACE Project Manager and /or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments /Additional Conditions: This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this form or any of the conditions of the permit authorization, contact the Project Manager at the address below. USACE Project Manager: USACE Field Office: Email: David Bailey Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 David.E.BailevZC@ usace.armv.mil %'•'ems �/ � USACE Project Manager Signature October 12, 2012 Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at htto: / /ri bits. usace.armv.mi1. Page 2 of 2 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 http . / /regulatory.usacesurvey.com/ to complete the survey online. v \,i Action ID Number: SAW- 2009 -00315 County: Onslow Permittee: Onslow 22, LLC Date Permit Issued: 10/12/2012 Project Manager: Bailey Upon completion of the activity authorized by this permit and,any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT WILMINGTON REGULATORY FIELD OFFICE attn: David E. Bailey 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Prepared by: FRANK W. ERWIN, ATTORNEY Board Certified Specialist in Real Property Law- Residential Transactions Erwin & Simpson, PLLC Attorneys 825 Gum Branch Road, Suite 115 Jacksonville, NC 28540 910 455 1800 NORTH CAROLINA ONSLOW COUNTY AMENDMENT TO MASTER DECLARATION OF COVENANTS AND RESTRICTIONS (SF/MULTIPHASE) TOWNE POINTE (47F -1 -101 et secs.) WANTLANDS FERRY-SECTION I AT TOWNE POINTE THIS AMENDMENT TO MASTER DECLARATION OF RESTRICTIVE COVENANTS OF TOWNE POINTE, made this the day of OCTOBER, 2012, by the Onslow 22, LLC, a North Carolina Limited Liability Company ( "Declarant ") of Onslow County, North Carolina. WHEREAS, the Declarant has heretofore caused to be recorded a Master Declaration of Restrictive Covenants in Book 3683, Page 380, and as thereafter amended, Onslow County Registry; and WHEREAS, the Master Declaration as above recorded and originally published expressly allowed additional tracts or parcels of land to be made subject to the terms and conditions of said Master Declaration; and ERWIN & SIMPSON Attorneys, PLLC - Telephone: (910) 455 -1800 825 Gum Branch Road, Suite 115, Jacksonville, NC 28540 l WHEREAS, the Declarant has now completed certain improvements on that certain tract of land designated as WANTLANDS FERRY, SECTION I AT TOWNE POINTE; and WHEREAS, the Declarant is the owner of that certain tract or parcel of land designated as WANTLANDS FERRY, SECTION I AT TOWNE POINTE as shown on Exhibit A, attached hereto and by reference made a part hereof; and WHEREAS, the Declarant will convey the property described in WANTLANDS FERRY, SECTION I AT TOWNE POINTE, as shown on said Exhibit A subject to all those conditions, restrictions, reservations, liens and charges set forth in the Master Declaration, and as thereafter amended, all of which is hereby incorporated by reference: NOW THEREFORE, the Declarant does hereby publish and declare all of the property described below shall be held, conveyed, hypothecated, encumbered, used, occupied and improved subject to all the terms and conditions set forth in said Master Declaration, and as thereafter amended; which is declared and agreed to in furtherance of the plan for the improvements of said property in the division thereof and shall be deemed to run with the land and shall be a burden and a benefit to Declarant, its successors and assigns, and any person acquiring or owning any interest in the real property improvements, their Grantees, successors, heirs, executors, administrators, devisees and assigns. 1. DESCRIPTION OF PROPERTY: Being all of that property as described on Exhibit A attached hereto and incorporated herein by this reference as if fully set forth. 2. WETLANDS AND CONSERVATION SPECIAL PROVISIONS: As to the property described in Exhibit A, attached hereto only, the following provision shall apply: A. Conservation Areas: The property subject to this Amended Declaration and shown as as conservation areas shall be maintained in perpetuity in their natural or mitigated condition. No person or entity shall perform any of the following activities on such conservation area: (1) fill, grade, excavate or perform any other land disturbing activities (2) cut, mow, burn, remove, or harm any vegetation (3) construct or place any roads, trails, walkways, buildings, mobile homes, signs, utility poles or towers, or any other permanent or temporary structures. (4) drain or otherwise disrupt or alter the hydrology or drainage ways of the conservation area. (5) dump or store soil, trash, or other waste (6) graze or water animals, or use for any agricultural or horticultural purpose This covenant is intended to ensure continued compliance with the mitigation condition of a Clean Water Act authorization issued by the United States of America, U.S. Army Corps of ERWIN & SIMPSON Attorneys, PLLC - Telephone: (910) 455 -1800 825 Gum Branch Road, Suite 115, Jacksonville, NC 28540 2 Engineers, Wilmington District, Action ID SAW - 2009 -00315 and therefore may be enforced by the United States of America. This covenant is to run with the land, and shall be binding on the Owner, and all parties claiming under it. This paragraph 2 may not be amended without the express written consent of the U.S. Army Corps of Engineers, Wilmington District. 3. INCORPORATION BY REFERENCE: All of the terms, conditions, provisions and rights reserved by the Declarant as set forth in the Master Declaration as recorded in Book 3683, Page 380, and as amended thereafter, Onslow County Registry, are incorporated herein by reference. IN WITNESS WHEREOF, as the above date, Grantor (whether person, corporation, limited liability company, general partnership, limited partnership, or other entity) has signed this instrument in the ordinary course of business, by the signature(s) below if its duly authorized representative(s), as the act of such entity. ONSLOW 22, LLC (SEAL) STEVEN W. WANGERIN, MANAGER (SEAL) MICHAEL G. TUTON, MANAGER ERWIN & SIMPSON Attorneys, PLLC - Telephone: (910) 455 -1800 825 Gum Branch Road, Suite 115, Jacksonville, NC 28540 North Carolina Onslow County I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated above: STEVEN W. WANGERIN Date: (Official Signature of Notary) , Notary Public (Notary's printed or typed name) (Official Seal) My commission expires: North Carolina Onslow County I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated above: MICHAEL G. TUTON Date: (Official Signature of Notary) Notary Public (Notary's printed or typed name) (Official Seal) My Commission Expires: ERWIN & SIMPSON Attorneys, PLLC - Telephone: (910) 455 -1800 825 Gum Branch Road, Suite 115, Jacksonville, NC 28540 EXHIBIT A TO AMENDMENT TO MASTER DECLARATION BEING all of those numbered lots as shown on that plat entitled "FINAL PLAT WANTLANDS FERRY AT TOWNE POINTE, Section F' as recorded in Map Book , Page _, Onslow County Registry. K:\ HDC\ ONSLOW22LLC\ TOWNEPOINTE \RC \CARRIAGECROSSING -TP -AMD 112911 K:\HDC \ONSLOW22 ,LLC \TOWNEPOINTE\RC \WANTLANDS FERRY - SECI -TP AMD 022112 R16606 rev few 022412 revised 080112fwe revised few 090412 K:\HDC \ONSLOW22 ,LLC \TOWNEPOINTE \WANTLANDS FERRY - SECT -TPAMD REV 100412 ERWIN & SIMPSON Attorneys, PLLC - Telephone: (910) 455 -1800 825 Gum Branch Road, Suite 115, Jacksonville, NC 28540 V y w 7 s~ i m 0 a G i fV Existing Design Jackson Pointe ex. Dirt at Towne Pointe Onslow 22, LLC D.B. 3464, Pg. 175 I `' M.B. 60, P.g. 181 (Tract 1) I ` R- 450.00' D.B. 3104, Pg. 214 L =237.62' M.B. 57, Pg. 91 2 t - J I Ch- 548'36'31 "F Vacant 963'44'10"E 167.85' 234.87' RA Zone Existing Design Olde Towne Pointe Boulevard N26 I5' E 100.00' 100' R/W Ex. 10' Temporary Construction Easement M.H. 60, Pg. 181 -- ---� s 63'e4'10 "W 1(07.85'- �\ _ - Ex. 50' Reserved Open. i =x. 50' Reserved] ` Buffer Space I, "1 ijjjjj � W W i Huffer Existing Design I W W 111 R- 350.00' t. W Pine Thicket Lane r L- 184.82' I N33'28'53'W� 01 _ Ch- N48'36'31 "W 501 R/W 67 68 iII �69 r ) 182.68' I W W W i 70 Existing Design '= `� �\ - % �`� �- W :.�..::: �� •.�_ _® \ / � � W Wry � / W io First Post Road 28 °E m 501 R/W 71 W s \ eA.. Existing Design Carriage Crossing 74 1 I 73 % W i. at Towne Pointe _ ek \ Fio d / Onslow 22, LLC 64; , -0 Zone D.B. 3464, Pg. 17TH �o1 M.S. 60, P.Q. 181 (Tract 1) I _ -1 W W W Flood', e� D.B. 3104, Pg. 214 _� J 2�, � W Zone ; �� M.B. 57, Pg. 91 _ (- W W W Shaded X '" Vacant RA Zone ,,' / i/ sting Wetlands W /r W ao i- rj� /�. 0.761 jOt.si< n Line ! W U! IStc>rrtz t� d ter (Typ.) / W ,:`� ! /i�: 26.1! Deterti j> W � FIoodi' f 50' o» and / z � j/l Zone Ex. �f Shaded X Stormwater - -„ W //j ;• / : %J NO3'5154g , E 20.98 Bu FFromrp To NIO'20'46 "E 18.72' Of Bank Centerline Curve Data CURVE RADIUS LENGT14 TANGENT CHORD BEARING DELTA 3 400.00' 21i.22' 108.13' 208.77' N48'36'31 "W 30115117" 4 500.00' 115.48' 58.001 115.23' N26'51'53 "W 13'14'00" 5 350.00' 145.55' 73.84' 144.51' 532'09'42 "E 23'49'38" 72 310.00' 327.89' 181.16' 312.82' N76'13134 0E 60'36'10" 73 310.00' 43.95' 1 22.01" 43.92' 569'24'38 "E 8107126" 74 1000.00' 189.98' 95.28' 189.69' 559'54'22 "E 10'53'06" 75 1245.00' 303.90' 152.71' 303.15' S51'04'05 "E 13'59'09" 76 310.00' 147.88" 75.38' 146.48' S36' 49'01 "E 27'19'57" 77 310.00' 335.37' 186.21' 319.25' N19'29'27 "W 61'59'07" 80 310.00' 236.44" 124.30' 230.75' 502'48'06 "W 43'41'57" 81 310.00' 130.85' 66.42" 129.88" 531'08'24 5E 24 °11'05" 82 310.00' 368.42" 2001.47' 347.12' 577'16'45 0E 68.05'36" 83 600.00' 85.07' 42.61' 85.00' 569'2438 "E 8'07'26" 84 310.00' 349.58' 196.01" 331.35' N74'13'19 "E 64'36'39" 85 230.00' 156.51' 81.42" 153.51' 502'58'02 "E 38'59`21" 86 310.00' 52.88" 26.51' 52.82' 1 NO3'50'53 "E 9'46'27" 87 310.00' 162.64' 83.24' 160.79' 506'17'44 "E 30'03'39" Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential conflict, error or question regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer shall not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor belie °ves that staking may not be presery ed, the contractor shall regyest the staking entity to place staking in on, area where its preservation can be insured. 50' Stormwater Buff.'' °sr From Top Of Bank Wetlands Line. --I Wetlands Are Subject To Conservation Restrictions. See Restrictive Convenants. W W Adjoiner's Lot Number ' a B -B 29'25'45 "W W W ^ - - Concrete - Run Drive D.B. - Deed Book W W W • (Public Sleet) g 5 - O Temporary MBL Gut -de -Sac 4,f_,4. 1011"7!k2- .iJ rev. c ,�ne�\�e- velaQer's r] �rESS i Rev. 10/04/12. JJS - Shouted the wetlands conservation areas Rev. 09/19/12 JJS: - Rev. lot lines along wetlands creating an open space for wetlands areas Rev. 07/11/12 JJS - Added 10' utility along the R/W for lots #95 s 100 -113 Rev. 06/04/12 , JJS Rev. widths of pavement for Samuel Run Dr., Dru•nmmd Grove Ln., 4 New Wo nover Tr.; removed 2 lanes t median from Olde Towne Pointe Blvd. Rev. 03/16/12 JJS Rev. pond #1 *,total number of lots to 154 lots Rev. 01/24/12 JJS. Replot for plot stamp Rev. 01/17/12 JJS - Rev. sheet numbers; added easements Rev. 09/27/11 JJS - Labeled stormwater detention pond numbers; rev. density numbers in tract data W Inset W #4 t-t 1- 556.00' L�127.03" Weyerhaeuser Real Estate FR Ch =526'51 53 E 126.75 Development Company W W W W W M.B. 60, Pg. 181 (Tract 3) D.B. 3104, Pg. 214 M.B. 57, Pg. oll ' •M( W W L= 14.52" '..` W W Undeveloped RA Zone ><,-7.62' \ DSO i W �s �0, � ?k �o jc Wetlands Line. --�' Wetlands Are Subject To Conservation Restrictions. See Restrictive Convenonts. -100' Ingress, Egress and Regress Easement Per M.H. 60, Pg. 181 Po101de 7,, I'2te Bo e W ulW . 1OOf � j� and •� :�� a00 el 'V91, R- 1050.00' EZL- 178.69' Ch- 548'57102 "E 178.47' ___ __- Ex. 10' Temporary -- _ Construction Easement F _Lure Soul e and M.H. 60, Pg. 181 Ch -522 30 47 E 61.90' - 572'47' 17 "W 50.00' Onsl�w 2�, LLC D.B. 3464, 'Pg. 175 M.B. 60, P�,,. 181 (Tract 1) D.B. 3104, Pg. 214 M.B. 51, Pg. 91 Undeveloped 20' RA Zone \So \ •S W W �� 521'19'33 "E col \ \✓ 26.47' �'R= 285.00'' /L= 11.54' Ch- 507'13'1'E /i Temporory'1 Gul -de -Sac Legend: \ 69 r Adjoiner's Lot Number ' 536`10'27 "N 50.00' B -B 29'25'45 "W Ch - 32.98' Samuel ^ - - Concrete - Run Drive D.B. - Deed Book CO 501 R/W �N (Public Sleet) g 5 - O Temporary MBL Gut -de -Sac - s = 36'13'54 "W Pg. 5.60' PT - "---R= 1270.00' R - Radii 537.07'17 "W L =2.38' 1 I 35.61' Ch- N53'42'52 "W - �- - 23'32'43 "W 2,38 T yp. 65.20' s.t. 510'32'58 "E M.B. 60, Pg. 181 (Tract 1) 59.28' o !Turp - - - Wetlands Line Landing Laney :3 501 R/W W W (Public Steet) , W W R- 335.00' L- 61.gq' Ch -522 30 47 E 61.90' - 572'47' 17 "W 50.00' Onsl�w 2�, LLC D.B. 3464, 'Pg. 175 M.B. 60, P�,,. 181 (Tract 1) D.B. 3104, Pg. 214 M.B. 51, Pg. 91 Undeveloped 20' RA Zone \So \ •S W W �� 521'19'33 "E col \ \✓ 26.47' �'R= 285.00'' /L= 11.54' Ch- 507'13'1'E /i Temporory'1 Gul -de -Sac Legend: \ 69 r Adjoiner's Lot Number other land usage ............ L- Arc Length B -B - Back of Curb To Bas:k of Curb Ch - Chord ^ - - Concrete - Curve Number D.B. - Deed Book Ex. - Existing N/C - Pandicap g 5 - O Lot Number MBL - Minimum Building Line PC - Point of Curvature Pg. - Page PT - Point of Tangency R - Radii R/W - Right -of -way src� Stop Sign - �- - Street Sign T yp. - Typical s.t. - 10'x70' Sight Triangle M.B. 60, Pg. 181 (Tract 1) Wetlands - Wetlands To Be Conserved - - - Wetlands Line 41 . .. r 1- .• fir. ` .._ � , IL.jbf i s p ;spy a Old Towne Pointe �b Boulevard A (0 ? Site O o / o �--' C�•p�tro NC Nu, 24 o,, 0 Vicinity Sketch Not to Scale TRACT DATA Total Area ..................... 80.39 Ac. Acreage in Parks or other land usage ............ 0 Ac. Number of Lots ................. 154 Lots + 4 Open Spaces Minimum Lot Width .............. 60 FT Minimum Lot Size ............... 20,000 S.F. Average Lot Size ............... 12,370 S.F. Smallest Lot Size .............. 8,774 S.F. (Lot 170) Linear Feet of Streets ......... 18,315± L.F. Proposed Use ................... Single Family Existing Land Use .............. Undeveloped Water Service .................. ONWASA Sewer Service .................. ONWASA Zone ........................... RA Zone Fire District .................. Piney Green ISO Rating ........ ........ .. 5 Density For Section I & II Density Allowed ................ 2.2 units /ac. Density Proposed ............... 2.1 units /ac. Tax Map 1127, Parcel 1.5 Deed Ref.: D.B. 3464, Pg. 175 M.B. 60, Pg. 181 (Tract 1) D.B. 3104, Pg. 214 M.B. 57, Pg. 91 SETBACKS Front Yard ..................... 25' Side Yard ' ...................... Side Street .................... 20' Rear Yard ...................... 15' NOTES: 1. All streets to be public. (N.C.D.O.T.) 2. All street signs provided by owner. 3. At all intersections: 20' radii. at all rights -of -way 30' radii at all edges of pavement. 4. All street right -of -way to be 50' unless otherwise noted. 5. Pavement width to be: - Mittam's Point Drive, Turp Landing Lane, and Tuscarora Trail to be 34' b -b. - Holmes Point Court, Dexter Court, Alum Spring Court, New Hanover Trail, Drummond Grove Dane, Samuel Run Drive, and Gabriella Way to be 26' b -b. - Olde Towne Pointe to be 26' b -b lanes. 6. Flood lines drawn from electronic overlay e of digital flood maps per FEMA Map CPN 370340 5306 J, ( Onslow Co.) effective Nov. 3, 2005. 7. All easements are to be public drainage & utility at dimensions shown, unless otherwise_ _ noted. Easements shown as _ _ _ or Maintenance outside of NCDOT right -of -way is to be done by others. 8. There are no Areas of Environmental Concern as defined by CAMA on this site. 9. Wetlands line surveyed on January 2009, and signed by the U.S.C.O.E. on 11/23/2009. 101. Sight distance easements shown hereon shall remain as property of homeowners but shall remain free of all structures, trees, shrubbery, and signs, except utility poles, fire hydrants and traffic control signs, which could restrict driver's vision. 11. Stop signs shall be Rl -1, 30 "x30" high intensity diamond grade reflective, installed on a breakaway or two piece "U" channel post, 7 (seven) feet above adjacent pavement height to bottom of sign face, with a horizontal clearance of a minimum of 1 foot from existing pavement edge to outermost part of sign. 12. Street signs shall be engineer grade reflective, installed on a 2 3/8" O.D. galvanized post using same vertical and horizontal clearance as stop sign. 13. This property is not within j mile of a voluntary agriculture district. 14. Stormwater access & maintenance easements are reserved going to the ponds and surrounding the ponds as shown on this plan. THERE IS NO LOT 212 Preliminary Plat - Not for recordation, conveyances, or sales PRINTED. I Q -15 PARKER & AS, 0CIATES INC CONSULTING ENGINEERS LAND SURVEYORS LARD PLAN P. 0. QOX 0,76 JACKSONVILLE NC 18541 -0976 GPS : wl profile 1; wl profile 2; wl profile 3; wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 Disk Name: Acod #2316 Filename: WantiondsFerrySectl- RevCen.DWG JJ5Sheet 1 of 25 Job No.: 5100818 -4gg6 WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp., Onslow Co., North Carolina.> Oexier /Developer: Onslow 22, LLC <� P.O. Box 1066 �> Jacksonville North Carolina 28541 gum, (0110) 577 -1441 ATE: Oq /O2 /11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =100' FEET Parker & Associates, Inc. Bel Consulting Engineers - Land Surveyors - Land Planners P.O. Box 976 - 28541 -0976 306 New Bridge Street - 28540 Jacksonville, North Carolina Phone (910) 455 -2414 Fax (910) 455 -3441 1P Firm Ueense Number: F -0108 Existing Design Legend: Carriage Grossing _ oiner's Lot Number at Towne Pointe \ Ad 69 r j Onslow 22, LLC - D.B. 3464, Pg. 175 M.B. 60, P.g. 181 (Tract 1) L- Arc Length D.B. 3104, Pg. 214 B -B - Back of Curb To Back of Curb M.H. 57, Pg. all _ Ch - Chord Vacant - - Ex. 50 Stormwater W ° _ ' 83 i RA Zone r 78 i / - • •1 77 ' w W +� �• n - Concrete -- - -=- Buffer From Top Of Bank W W W W W W W W ' W _W - J yf.• W �� ,- �y W` •• ` •wM��w � W •\S' +• • ^W ^ • O� // Y W W W • W W W W W W • v-- V W W W '� W W W W W W Existing W W ^ ea ,gn, - Curve Number W Sf 3.2y4' Sls02'W 46'E W 3 �' Q, , W W W W W w/ W W W W W - ••.y��WW _.�,•, N$2'O12 u E,,30.45 W y W W W _ „ � 526'14'43"1,1 D.B. Deed Book W` W W .�b31'••!'�'tl °59 "E 53.63' W ,� \ 1�,44'3f 22 9 37,40 W W W --c•- .w< w v\ W W W W .- r' I& g gn „ 526 °07'13 "E S4t.'32'Q8 "E 44.16 33.33' Ex. - Existing Top Of �JCIStIn Des, W W W W W W W W W a.y,1_ ,u " W W Bank W '- '539'09 44 W 29.83 / S68'04 52 E W WOr-N' S��I'W� W W �•' � W �•23W W� W/ W W W W W W W W W v W H/G - Handicap CTYP•) \A1 fly, u 853'051 " W Sqg.? ' „ W W 57.43 W W �1• �Y. -•�W W W W W '• A\' W542'3q O�i E 147.6'7' 223E ��p� Lot Number MBL - Minimum Building Line W / W .v /, /. i , . �` ,:. %\ / , �. //� / / •/ ,: Wetlands ; / \ )pen / /. __ -- - Overhead Powerline /Wettands,� \ i / , ,:;i ;; /z /,�i %r %; , /., ;,,a;- Wetlands Line. / ' //i / ; \� / - Point of Curvature W W W ' . ,! /�,,,. �� / /,� , / / , ,`/ , /5pace� / %/, �`� /, /i i / /;! %; <;;,;'% ,_ Are Sub "ect To PG 50 StormwaterW �i \ / //, /� /i /,.. /,�f,„1. / Wetlands J / �\ / O` /�" �� ictions i � '/,/• /!� `. / 733 ` /� ` /,i•� / /%� � Conservation Restr Buffer From r W / �% / /, - P - P e Top Of Bank �� W j /f /' //� �?q,, �� 51.g2�33 b ,;f t ° ji% 05�, j ' See Restrictive Convenants. g 20' 2.41 .'� / - Tangency ,�� /i/ :! 75.12' 78.26 �i/ ` 20.8°1 or• 6'4., 3, � \ K O, b RT -Radii of Tan enc W W W ��J� /� 75.12' 32.12' -- \ / / � (X� R/W - Right-of-way Floodf�y �� ,C ', 222 n '�• _ - 28.02" ---- -.._.o snap Stop Sign Progress Energy W \ W ` 05 �� Shaded X /r l ood ° 223 _ is o N N 230 ;1 s O - 30' R/W Centered. W W g N o On Power Line ' / /� / /l�`- Z X L =58 95' _° 224 225 $ 226 227 228 229 0 0 -� - Street Sign W W„ �` / /if / / Onslow 22, LLC, D.B. 3464, Pg. 175 M.B. 60, P.Q. 181 (Tract 1) D.B. 3104, Pg. 214 M.B. 57, Pg. 91 NOTE: Line '�� •108.18' N18 °02'26 0E - 77.67' \ / 221 -. L =11.12' u' \9 r 160' 20' - Typ. - Typical lttam'S L =14.30 oint Dr ve ,' kaper 25 L s.t. - 10'x70' Sight Triangle / L =44.78 213.00' 50' W , 85•cr.10' _ "� - Wetlands 48.10 „ 75 00, / 1 1201.55 - Wetlands To Be Conserved L =45.69' St eel) N54 "27 49 "W 26 �' L- 87.63' L=83.30' 59.70 G „55" - - - Wetlands Line - PT 26 H 4H N65.2 W O U �'rl 220 75.00' 75.00' 7.0� a.t r - �G , M LB 70.x1' t�$.1 4' I I ` 0 , 1 \ 2�' s.t. 5 t"1B� u+ o Cif L 48.98' 28.37' $ o M8L No 206 o 13 113 0 ►�' O L =31.67` � o = 20' I n 217 N 216 v J N L 62.15 0 207 I I O 3 0 _� H. 219 - 218 t O° �I g io 209 208 0 ° �r� o aIO.W' o- _ o 2 75.00' O �1 -�° 80 75.00' L 8_ .86 W , ,, h-r•. �. 0, t I , N f/ d 166.36'x+ - ' 120.0 u± 20 `� , �� N 122.x' o 0 0 L =49.37 20' 205 m� o I 114 0 j-10, Easement N� � r c' - 25' MB New Hanover 242.891 135.001' 26.53' w 0,00 Trail 20.28' (Public 41 / s \ Street) L- 44.631 2Q4 $ 5.20'55 "E 26 50' R/ YY 2�c1 9 \\ 214 $ 19.80' / 30.51' 8 (Public Steet) / l 46.76' \ =32.010, �i t24.bq' P' 11205, 4,?. , _. L�F(o• , Oq N 1 S "W f%i /r s >\ ry too / 20 /i, cv t5 6, tJ o 203 ` C �s 171 a o�''� • O 20 S N23'50'46 "W / / `�S ® O 6 v f / 1%n �) L =48.56' 85.70' 10 ,8 213 0 ``$ % %'/ 1� 10, d9 \N ` \ZO '`% IV 202 \ 172 ' •� r f/. i %r %� //, / / / %; 1' 99,(7,, � n� �% /� W � �\ / �• %i /i %ij / / /.fi Onslow Sands Inc. \0 / . / / Q- r, ./ / / v� / f 6 00 9 S o 173 r � .,/ � / / O.B. 3584, Pg. 561 \ /� \A \ 0' r, !% % Wetlands Line. / i Open < / % �� I 4 M.B. 61, Pg. 181 / / i, Space _ �� % /� %j • %% A ' y„�, Wetlands Are Subject To oad ft !�!/ 201 �� g6 32 s Conservation Restrictions. Hooded/Dirt. rt eo /'/,//. / //! O 174 ° RA Zane 8,2, i /,�i, ;/: \ \ O �? �, , > See Restrictive Convenonts. Stormwater .n /% O 4' Conc. 01.96' O ri ; Z / Space f�� o. �p ,,,•;; Pe , Access a /ii < %/` ,j/ ;/f f Sidewalk Wetlands Line. Maintenance Wetlands Are 5,bject To / Easement Conservation Restrictions. o s r00 . • /: ' i i ,f / See Restrictive ,Convenants. •a�( ��/ �/% � � / % ✓� eon . 20' 61 Top Of Bank i \ :. O 198 4i 177 /0.., (TYP•) ;,�� / -$� /,: iii /� � °� � >S 20' 7 19 50' Stormwatsr g ��. % / �`% p�' > C� $• � ?S, (// h 67.92, ��i /il.� /�, ,�S Buffer From Top Of Sank 196 \ Wetlands Line "A "213" BEARING LENGTH N2q'34'58 "W 3.71' N62'18'37 "W 21.40' N87'48'lq "1^J 32.01' N55'33'50 "W 21.05' 581'30100" W 38.80' 530'40'00 "W 25.88' N80'26'53 "W 36.44' N84'32'25 "W lq•g3' 530.28'52 "W 20.86' N77'15'31 "W 30.67' N52 °42'15 "W 25.14' N72'01'07 "W 2q.60' 570'3q'07 "W 25.fng' N17'05'01"N 64.23' S45'38'02 "W 11.15' N07 °5240 "W 74.24' N60'53'58 "W 28.17' N67 °02'46 "W 26.83' 547 °51'16 "W 2q.22' N10'58'02 "E 66.43' N14'28'58 "W 17,07' N57'5043 "W 32.85' N74'0q'26 "W 37.g8' N26'38'51 "W 16.76' N04 °13'35 "E 21.3q' N36'52'53 "W 34.58' N53'23'01 "W 35.10' N601'57'17 "W 78.g8' N3114'36 "W 24.21' N11'58'36 "W 27.78' N18'13'28 "E 38.05' N43'43'22 "E 41.06' N47'0q'25 "E 24.85' N51'26'05 "W q.q4' 556'17'35 "W 20.82' S65'11'24 "W 30.81' N84'44'31 "W 30.00' 541'42'48 "W 13.00' N80'15'46 "W 33.21' N85'58'31 "W 26.701' N48'16'12 "W 42.31' N42'5q'13 "W 27.18' N28'305; "W 38.64' N17'3q'40 "W 27.14' NO3 °37'34 "E 22.36' N82'31'06 "W 23.55' N28 °44'58 "W 21.73' NO3'57'11 "E 16.301' NO(VIV47 "W 27.37' N08'2001 "W 17.75' N40'25'23 "W 14.41' N58 °16'2)"W 16.12' N23'45'33 "E 20.64' N04'40'52 "E 18.33' N74-4q' 1-711W 36.45' N(oq'46'24 "W 16.6 -' N24'30'30 "W 26.17' N13'32'06 "E 15.00' N63'06' 14" E 15.00' 575'08'45 "E 25.7q' S4q'51'22 "E 22.05' 525'54'38 "E 27.00' 547'52'36 "E 26.11' S6q'15'34 "E 21.41' N83 °42'28 "E 21.37' N5q'24'41 "E 23.3q' Nlq'36'51"E 44.82' N06'46'32 "W 20.701' N31'51'2q "E 23.25' N50'48'lq "E 1q.02' N75'51'43 "E 21.86' N72'44'12 "E 38.52' N3q'36'07 "W 32.74' NII'38'36 "W 101.87' N22'01'20 "E 27.g9' N22'55'41 "E 13.63' N01'24' 19 18.26' N16'3q'16 "W 16.13' N24'42'5 9 "W 15.84' N10'54'42 "E 31.63' Nlq °41'37 "E 22.3 ;' N10'4513q "E lq.(oq' /// b , Wetlands Line "A " - "B" ';%/ / 3j �, ii�� O �� J/6 27.70 / `�. t . 0 • a S, 2 / - % , n P /' / / /li / pen 13 011` t6A 28 �� o�' >So % ads% /% 24.019 47. // \/ 124. 194 o, 32.010' Sgi5 /%\ .. .•� �/ , / ./ %;! %/' /' <��0 \.10 '? 20 �/� 182 x•02" 0 4 %,'� Inset ��j Floodi Stonnwater (3� e sg ,�y `�O. O 27.83 �/ l p W W W W #3 -.. /i ZOI 1C /� \ !.•'/ Detention 10' �r ?p �0V 0 \ O W W W / Shaded X % /% ' .0 m 183 0 0? a J Inset #1 f FIooC.! Pond #3 n ^ �? m N N See /// \% Open �o /�, / : o 9s . 184 „E„ Not to Scale / % ;�'� /;,''!` \ Zone :P Space L-50 68' ( A0 8 \ ? 3 Inset BEARING LENGTH N07'17'00 "W 20.17' N15'02'04 "E 22.83' N44'2q'OS "E 21.11' N1q'1q'52 " "W 23.42' N25'15'08 "W 15.05' N16'25'48 "W 26.32' N41'02'17 "E 31.45' N48'11'23 "E 32.70' N40'32'45 "E tq.17' N01'0VOWN 22.36' N3q'54'43 "E lq.qq' N61'25'44' "E 20.82' N10'Ol'Oi"E 18.33' N52 °50'36 "E 28.54' N31'33'44 "W 17.45' 97q °20'48 "W 18.06' 54g'51'31 "W 21.55' 540 °44'56 "W 20.38' 94;'42'35 "W 1q.70' 520'03'33 "W tq.38' 527'22'46 "W 25.05' 567'25'41 "W 21.21' 52q'3141 "W 20.51' 541'28'27 "W 20.67' S61'42'40 "W 32.87' 561'58'44 "W 14.5q' 518'57'05 "W tq.26' 540'30'13 "W 3q.g2' 510 °13'10 "W 23:13' 515'514WE 25.85' 507'48'07 "E 20.14' 515'36'40' "E 26.66' 527 °3q'41 "E 20.6q' S02'33' 17'.' E 22.30' 556'21'02 "W 18.02' 552'42'07 "W 17.11' 516'54'3q "W 17.81' SOq'48'42 "W 23.05' S02'57'4q "E 21.62' SOq'42'05 "W 31.84' 500'57'55 "E 30.45' 536'51118 "W 30.68' 574'17'55 "W 16.831 583'36'45 "W 27.61' S6 ;'17'06 "W 23.73' N70'5;'26 "W 24.251 N44'14'53 "W lq.3q' N38'27'18 "W 20.14' N06'19'53 "W 22.54' N34'24'24 "W 40.02' N06'2q'3611W 33.g8' N16'16'17 "W 23.30' N06'2q'27 "W 22.76' N06'03'45 "E 23.141 N07'31'01"E 23.60' N14'24'5q "W 21.65' N08'46'40 "E 28.47' N01'3q'26 "W 23.68' N34'17'03 "E 24.34' N2q'lq'37' "W 23.001 N04'47'55 "E q.q7' Nlq'23'4q "W 34.83' NO3'13'35 "W 24.g1' N37'43'00 "E 1q.83' N38'38'36 "W 22.25' N25'23'11 "W 18.5q' N06'17'22 "E 2q.80' N10'58'1 7 "W 25.6q' N20'24'28 "W 24.23' N21'tq'17 "E 28.Oq' N30'46'53 "E 26.64' N15'61'26 "E 27.17' N01'53'2al"W 21.61' N22'24'18 "W 25.g7' N17 001'26 "W 201.87' Nll'24'11 "W 14.38' N65'24'44 "W 27,05' N47'5q'00"W 20.71' N00'45'37 "W 17.58' N08'17'23 "W 24.57" N24'27'31 "W 18.gq' N66'38' 14 "W 4.18' N30'32' 14" E 26.57' N20 °50'38 "W 51.74' N23'24'02 "E 28.43' N35'18'2q "W 11.67' Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential conflict, error or gyestion regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer sh:l not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may not be preserved, the contractor shall regyest the staking entity to place staking in an area where its preservation can be insured. N42'18'27 "W 42.64' / / /,;, f�, \� `� 193 p .11 ` 0 185 #2 13.72 < 81 45 i �io`??g6 < >• G 0 po' \ >5. , ' \ m 5 � 4 /�° S43'13'57 HE E �20 /5� 6 \ 2p N21'52'17 "W 60.80' PT 2M� R -286 .00 po L- 4q.54' a 32.20' N05'24 34 u W 51.25' a , /y in a, o. 73� 12.900,• � m \'I 36 < 543. 7s m �/; i %' % ' / / �`� ^ /l. �9 �\�Z ®�' 190 7S. 1357a 401.48' Landmark Venture Partners, LLC / ?6 26.20' 1 `� 'n D.B. 1726, Pg. 324 N58'43'53 "W f / ?p. S >' 26.83' , / S o +So�9 >, 9 �p 13.80' ?S' x.001 536'48'2q "W g Mobile Home Park 83.42" ' i' i� /�- in L 50.00 ,dam RA Zone 41.53 i�t m 192 n �� 'i / y /:/ / f, / / %i1r u� , N 191 9.381 n ` N18'24'51 "W 36.02„ j _ , L= 58.23'- , fd 9? .li 0 188 187 0 186 11.58 �. 102. , -� s O O O O !0 576'31'43 "W Temporary \� , n t / /, / /// / `>' %/, /% i / i r r r ✓::.y Cn A ' cut ,ri � 3 Sy i -�r'LO tV � Q �-° S f � " 83.16 A brie. s / /, " /. gee Nlq'31 28 W 58.501 /, ` j/ Inset #2 06 22 \ v\ J Inset Way, / I >; a / , Not to Scale Rev. 10/17/12 JJS - Rev. owner /developer's address 4 100' taper to 160' taper= on Mittam's Point Dr. Rev. 10/04/12 JJS - Show the wetlands conservation areas; add wetlands line (charts Rev. 04/19/12 JJS - Rev. lot lines along wetlands creating an open space for :jmtlands areas Rev. 06/06/12 JJS - Added lot line between lots 202 4 203 (c) Rev. 07/11/12 JJS - Added 10' utility along the R/W for lots #113 -114 ♦ 171 -177 Rev. 06/04/12 JJS - Rev. width of pavement for New Hanover Tr. Rev. 03/16/12 JJS - Removed lot #212; revised ponds; added stormwater buffer along Rocky Run Branch Rev. 01/24/12 JJS - Replot for plot stamp Rev. 01/17/12 JJS - Rev. sheet numbers; added easements Rev. 09/27/11 JJS - Labeled stormwater detention pond numbers; rev. 'New Hanover" street label N20'37'48 "E 22.71' 546'42'53 "E 6 W N86'10'32 "E 33.85' 582'05'07 "E 27.54' N20'20'20 "W 6391 N70'34'13 "E 30.28' N81'231001E 25,32' N48'2240% 24,52' 564 °40'34 "E 19.44' N72'32'20 "E 36.70' N70 °Oq'26 "E 34.10' 56q °58'5q "E 34.29' 566'57'26 "E 44.06' 510'51'54 "E 16.19' 537'02'45 "E 26.88' 522'34'30 "E 30.53' 563'51108 'E 26. 012' N86'3q'34 "E 15,01' 522'33'4q 1'E 46.32' N87 °23'03 "E 25,42' 547'56' 16 "E 13.33' 522'55140 "E 27.g7' 565'48156 11E 30.501' 532'40'37 "E 33.4q' 570'14'02 "E 26.03' N86'46'50 "E 32.30' 528'35'54 "E 30.25' S77'2q'lq "E 41.34' N53 °3041"1 36.38' 546 °1002 "E 24.3q' 563'33'31 "E 38.56' 541'47158 "E 25.40' 576'18'27"1 20.51' N70'5q'25 "E 31.16' 523'23'24 "E 33.03' 507'58'28 "E 21.10' S5q'Oq'5q "W 24.48' 534'22'4q "E 20.26' 560'28145 11E 24.46' NI0'1243% 31.37' N8q'07'0q "E 26.28' N17'32'07 "E 26,68' N70'48'66 "E 45.39' 505'40'03 "E 44.65' S30'3q'04% 25.41' 550'5q'38 "E 25.85' 513'1744"1 3.3.15' 521'03' 14 "E 7.78' 553'45'07 "E 41.34' 565'18'43 "E 37.31' 5301'35'44"1 12.21' 523'52'54 "W 20.94' 510'54'50 "W 16.5q' 505'52'43 "E 18.60' 550'46'03 "E 12.45' 512'22'07 "E 24.84' 510'21'31 "E 15.34' 540'22'05 "E 12.84' 515'11'43 "E 15.8/ 90213'01"1 17.27' N74'2q'30 "E 20.44' N00'40158 "W 21.g0' N10'26'48 "W 17.42' N78'05'30 "E 28.04' NOO'17'31 "W 19.58' N18'36109 "W 31.;5' N78 °25'48 "E 34.10' N43'02'05 "E 33.06' S61 °38'45"1 23.57' 575'17'26 "E 47.30' 51q'28'14 "E 14.47' 551'07'20 "E 20.12' Contractor shall insure that he and all his workers (contractors, subcontractors and other site personnel) do not damage construction stakes or other measures used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor. Contractor shall cause his workers to observe and verify to the fullest extent practicable that stakes, other measures and grades are, or appear to be, accurate and correct, and immediately, but prior to any associated work, notify the staking entity of any potential conflict, error or gyestion regarding the work. The Engineer shall not be responsible if all of the above measures are not strictly adhered to. The Engineer sh:l not be responsible where due to damage, his staking can not be verified. For critical or costly components of the work, where the contractor believes that staking may not be preserved, the contractor shall regyest the staking entity to place staking in an area where its preservation can be insured. N42'18'27 "W 42.64' / / /,;, f�, \� `� 193 p .11 ` 0 185 #2 13.72 < 81 45 i �io`??g6 < >• G 0 po' \ >5. , ' \ m 5 � 4 /�° S43'13'57 HE E �20 /5� 6 \ 2p N21'52'17 "W 60.80' PT 2M� R -286 .00 po L- 4q.54' a 32.20' N05'24 34 u W 51.25' a , /y in a, o. 73� 12.900,• � m \'I 36 < 543. 7s m �/; i %' % ' / / �`� ^ /l. �9 �\�Z ®�' 190 7S. 1357a 401.48' Landmark Venture Partners, LLC / ?6 26.20' 1 `� 'n D.B. 1726, Pg. 324 N58'43'53 "W f / ?p. S >' 26.83' , / S o +So�9 >, 9 �p 13.80' ?S' x.001 536'48'2q "W g Mobile Home Park 83.42" ' i' i� /�- in L 50.00 ,dam RA Zone 41.53 i�t m 192 n �� 'i / y /:/ / f, / / %i1r u� , N 191 9.381 n ` N18'24'51 "W 36.02„ j _ , L= 58.23'- , fd 9? .li 0 188 187 0 186 11.58 �. 102. , -� s O O O O !0 576'31'43 "W Temporary \� , n t / /, / /// / `>' %/, /% i / i r r r ✓::.y Cn A ' cut ,ri � 3 Sy i -�r'LO tV � Q �-° S f � " 83.16 A brie. s / /, " /. gee Nlq'31 28 W 58.501 /, ` j/ Inset #2 06 22 \ v\ J Inset Way, / I >; a / , Not to Scale Rev. 10/17/12 JJS - Rev. owner /developer's address 4 100' taper to 160' taper= on Mittam's Point Dr. Rev. 10/04/12 JJS - Show the wetlands conservation areas; add wetlands line (charts Rev. 04/19/12 JJS - Rev. lot lines along wetlands creating an open space for :jmtlands areas Rev. 06/06/12 JJS - Added lot line between lots 202 4 203 (c) Rev. 07/11/12 JJS - Added 10' utility along the R/W for lots #113 -114 ♦ 171 -177 Rev. 06/04/12 JJS - Rev. width of pavement for New Hanover Tr. Rev. 03/16/12 JJS - Removed lot #212; revised ponds; added stormwater buffer along Rocky Run Branch Rev. 01/24/12 JJS - Replot for plot stamp Rev. 01/17/12 JJS - Rev. sheet numbers; added easements Rev. 09/27/11 JJS - Labeled stormwater detention pond numbers; rev. 'New Hanover" street label Inset #3 Not to Scale XX R/W N16 '56'23 "W I Iq.40' y �I ubtic Matilda J. Diy.,on 4 others / P Progress Energy D.B. 2863,, Pg. 438 \ \�\ 30' WW Centered %/ N70 °42'26 "W 1 - -82' N47'03'2q "W 23.07' N06'3047 "W 14x52' N33'37'10 "W 1834' N04'55'35 "W 26AW N2al'41123 11W 28.87' N45 °05'27 "W 21.87' N16'00'17 "W 32.07' N07'0149"E 27.g6' N68'Ot'36 "W 25,84' N31'52'07 "E 47.65' Wetlands Carl A. Vandiest \ D.B. 1505, Pg. 367 \ Single Family RA Zone , Top Of -Bank' (TYP•) 'oe o. o`� N83'36'15 "W r., ,j %' /'• 71.57' ,2' •/Y y n /f .Wetlands Line. Wetlands Are Subject To IN/ ,' a "' Conservation Restrictions. jjSee Restrictive Convenants. Onslow 22, LLC D.B. 3464, Pg. 175 M.S. 60, Pg.. 181 (Tract 1) D.S. 3104, Pg. 214 M.B. 57, Pg. 91 Undeveloped � j RA Zone 8 r T ,V� p 50' Stormwater dK Buffer From ✓� %a'� a` "' °?'�" Top Of Bank g` ' ;ES< Wetlands Line "A " - "B" BEARING LENGTH 1405'33156 1W 25.23' N70 °42'26 "W 1 - -82' N47'03'2q "W 23.07' N06'3047 "W 14x52' N33'37'10 "W 1834' N04'55'35 "W 26AW N2al'41123 11W 28.87' N45 °05'27 "W 21.87' N16'00'17 "W 32.07' N07'0149"E 27.g6' N68'Ot'36 "W 25,84' N31'52'07 "E 47.65' N26'20'05% 35.51' N46'3 ;'56 "E 33.015' N20'37'48 "E 22.71' 546'42'53 "E 6 W N86'10'32 "E 33.85' 582'05'07 "E 27.54' N20'20'20 "W 6391 N70'34'13 "E 30.28' N81'231001E 25,32' N48'2240% 24,52' 564 °40'34 "E 19.44' N72'32'20 "E 36.70' N70 °Oq'26 "E 34.10' 56q °58'5q "E 34.29' 566'57'26 "E Wetlands Line "A " - "B" BEARING LENGTH 1405'33156 1W 25.23' N70 °42'26 "W 1 - -82' N47'03'2q "W 23.07' N06'3047 "W 14x52' N33'37'10 "W 1834' N04'55'35 "W 26AW N2al'41123 11W 28.87' N45 °05'27 "W 21.87' N16'00'17 "W 32.07' N07'0149"E 27.g6' N68'Ot'36 "W 25,84' N31'52'07 "E 47.65' N26'20'05% 35.51' N46'3 ;'56 "E 33.015' N20'37'48 "E 22.71' 546'42'53 "E 6 W N86'10'32 "E 33.85' 582'05'07 "E 27.54' N20'20'20 "W 6391 N70'34'13 "E 30.28' N81'231001E 25,32' N48'2240% 24,52' 564 °40'34 "E 19.44' N72'32'20 "E 36.70' N70 °Oq'26 "E 34.10' 56q °58'5q "E 34.29' 566'57'26 "E 44.06' 510'51'54 "E 16.19' 537'02'45 "E 26.88' 522'34'30 "E 30.53' 563'51108 'E 26. 012' N86'3q'34 "E 15,01' 522'33'4q 1'E 46.32' N87 °23'03 "E 25,42' 547'56' 16 "E 13.33' 522'55140 "E 27.g7' 565'48156 11E 30.501' 532'40'37 "E 33.4q' 570'14'02 "E 26.03' N86'46'50 "E 32.30' 528'35'54 "E 30.25' S77'2q'lq "E 41.34' N53 °3041"1 36.38' 546 °1002 "E 24.3q' 563'33'31 "E 38.56' 541'47158 "E 25.40' 576'18'27"1 20.51' N70'5q'25 "E 31.16' 523'23'24 "E 33.03' 507'58'28 "E 21.10' S5q'Oq'5q "W 24.48' 534'22'4q "E 20.26' 560'28145 11E 24.46' NI0'1243% 31.37' N8q'07'0q "E 26.28' N17'32'07 "E 26,68' N70'48'66 "E 45.39' 505'40'03 "E 44.65' S30'3q'04% 25.41' 550'5q'38 "E 25.85' 513'1744"1 3.3.15' 521'03' 14 "E 7.78' 553'45'07 "E 41.34' 565'18'43 "E 37.31' 5301'35'44"1 12.21' 523'52'54 "W 20.94' 510'54'50 "W 16.5q' 505'52'43 "E 18.60' 550'46'03 "E 12.45' 512'22'07 "E 24.84' 510'21'31 "E 15.34' 540'22'05 "E 12.84' 515'11'43 "E 15.8/ 90213'01"1 17.27' N74'2q'30 "E 20.44' N00'40158 "W 21.g0' N10'26'48 "W 17.42' N78'05'30 "E 28.04' NOO'17'31 "W 19.58' N18'36109 "W 31.;5' N78 °25'48 "E 34.10' N43'02'05 "E 33.06' S61 °38'45"1 23.57' 575'17'26 "E 47.30' 51q'28'14 "E 14.47' 551'07'20 "E 20.12' 513'5322 "E 85.44' N86'0q'20 "E 30.24' 921'44SWE 22.416' 955'54'52 "E t0.51' 0 Wetlands Line "A"213" BEARING LENGTH 545'45'20 "E 17.12' N68'01'35 "E 24.82' 562'15'28 "E 22.66' N85'51'33 "E 17.8q' 946'20'38"1 26.74' N73'07'43 "E 18.72' 586'03'25 "E 35.33' 582'27'22"1 16.01' 556'02'43 "E 32.25' 526'1414"1 tq.45' 538'54' 15 "E 34.43' 573'10'00 "E 13.7q' NO2'15'35 "W 15.15' N29'203ol"W 16.701' N66'42'35 "E 23.84' N20'38'32 "E 15.24' N60'18'30 "W 32.68' N16'27'15 "W 20.7q' 541 °41'12 "W 12.50' N41'2546 "W 30.20' N63'21'41 "W 25.75' N21'06' 16 "W 27.43' N24'41'OWN 35.gq' N73'30'33 "W 22.7q' 1449'2841 "W 40.84' N05'52' I6 "W 23.31' N14'2q'00 "E 21.30' NO2'41'53 "W 32.gO' N07'01'51"E 36.53' N26'42'40 "E 25.44' N44'51'58 "E 1q.08' N7q'15'34 "E 22.65' N40'02'00 "E 1q.45' N58'21'54 "W 15.gq' N78'3q'22 "W 32.4q' N48'38'11 "W 26.80' N41'53'55 "W 31.g3' N13'46'14% 3q.31' N18'15'03 "W 25.33' N36'2014 "E 24.84' 577'11'55 "E 54.30' N35'2q'01 "E 34.67' N85'01'1 3"E 32.48' N60'4040% 25.02' N76'53'41 "E 23.05' N78'4q'lq "E 23.70' N15'08'11 "E 23.20' N64'28'51% 26.44' N43'24' 12 "E 18.78' N42'40'28 "E 27.60' N 6 6'55 47 " E 36.201' 577'14'14 "E 1q.57' N83'42'11 "E 37.82' N46'26'Ot "E 5.12' Wetlands Line "B "- "C" RA:)IJS1LENG,;TW11ANGEN T ICWORDI BEARING I DELTA 2418.13' 45AW 23.02' 45.010' N35'57'02 "W 8'49'50" 427.50' 14.52° 1 7.26' 1 14.52' N32'30'30 "W 1'56'46" Wetlands Line "C "2131" BEARING LENGTH N33 °28'53 "W 10.48' N11 °31'07"E 8.49' N33'26'09 "W 6.71' Wetlands Line "E " - "F" BEARING LENGTH N35'O6'37 "W 6.78' N44'00'34 "W 38.55' N41 °16'57 "W 29.83' N45 °02'27 "W 38.40' N16'02'26 "E 34.70' N35'30SWE 32.g8' N43'13'41 "W 32.63' N04'22'10 "E 36.65' N6q °50'43 "E 61.16' 512'38'2q "E 17.26' 582'tq'26 "E 3q.44' S88'26 `11 "E 38.48' 94q °4c,� 11 lq.g8' 521'25'27 "E 43.56' 553 °Oq'11 "E 31.16' S6q'25'26 "E 34.75' 545'29'44 "E 23.80' 500'14'1WE 37.07' 562'56'21 "W 35.44' 532'26'06 "W 30.61' 525'27'57 "E 38.08' 515-57'13"H 22.60' Wetlands Line "G " - "H" BEARING LENGTH 541 °51' 13 "E 38.44' 548'27'00 "E 32.gO' 514'52'43 "E 38.42' 524'26'48 "E 35.012' 526'05'03 "W 26.46' 526 °32'08"1 20.46' 901'18' MVE 30.421 546'05'23"1 40.04' 536'10'51"1 27.63' $58 °20'56"1 32.12' S15'51'0q "W 31.70' 937'4q'31 "E 20.01' 510'51'17 "E 44.28' 917'01'51 "W 28.46' 532'38'23 "E 30.47' 506'47'48"1 34.53' 517'10'37 "E 38.88' 522'20'20 "W 32.50' 510'04'18 "E 31.23' 543'16'25"1 14.38' 576'01'25"1 44.02' SOS °40'10 "E 3q.41' 907'14'45 "E 36.14' 547'14'41 "W 44.63' Wetlands Line "H " - "G" BEARING LENGTH N54 °25'34 "W 38.15' N48'47'55 "W 42.54' NO2'41'01 "W 2q.55' N36 °43'42 "W 34.70' N34'03'45 "E 16.71' N28'38'31 "W 46.62' N07'25'24 "E 48.43' N23'05'26 "W 37.87' N17'41'01 "W 18.0q' N27'47'04 "W 38.57' N27'26'56 "W 32.2q' N22'31'53 "W 33.35' N31'27'07 "W 56.02' N15'16'35 "W 28.67' N14'26'17 "W 38.4q' NOO'02'38 "W 24.51' N20'33'4q "W 32.00' N10 °05'10 "W 25.06' N3g'3q'54 "W 40.35' N40 °46'02 "E 24.61' THERE IS NO LOT 212 Preliminary Plat - Not for recordation, Conveyances, or sales WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp•, Onslow Co., North Carolina Owner /Developer: Onslow 22, LLC 825 Gum Branch Road, Suite 115 Jacksonville, North Carolina 28540 (4110) 455 -1800 DATE: 09/02/11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =1001 ENK FEET Parker & Associates, Inc. 41Ug gorI4 Consulting Engineers - Land Surveyors - Land Planners GPS wl profile 1; wl profile 2; wl profile 3; P.O. Box 976 - 28641 -0976 wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 308 New Bridge Street 28540 Disk Nome: Acad #2316 Jacksonville, North Carolina Filename: WonttandsFerry5ectl- RevGen.DWG JJS Phone (910) 455 -2414 - Fax (910) 455 -3441 Job No.: 5100818 -401% Sheet 2 of 25 Firm License Number: F -0108 Wetlands Line "C "2131" BEARING LENGTH N33 °28'53 "W 10.48' N11 °31'07"E 8.49' N33'26'09 "W 6.71' Wetlands Line "E " - "F" BEARING LENGTH N35'O6'37 "W 6.78' N44'00'34 "W 38.55' N41 °16'57 "W 29.83' N45 °02'27 "W 38.40' N16'02'26 "E 34.70' N35'30SWE 32.g8' N43'13'41 "W 32.63' N04'22'10 "E 36.65' N6q °50'43 "E 61.16' 512'38'2q "E 17.26' 582'tq'26 "E 3q.44' S88'26 `11 "E 38.48' 94q °4c,� 11 lq.g8' 521'25'27 "E 43.56' 553 °Oq'11 "E 31.16' S6q'25'26 "E 34.75' 545'29'44 "E 23.80' 500'14'1WE 37.07' 562'56'21 "W 35.44' 532'26'06 "W 30.61' 525'27'57 "E 38.08' 515-57'13"H 22.60' Wetlands Line "G " - "H" BEARING LENGTH 541 °51' 13 "E 38.44' 548'27'00 "E 32.gO' 514'52'43 "E 38.42' 524'26'48 "E 35.012' 526'05'03 "W 26.46' 526 °32'08"1 20.46' 901'18' MVE 30.421 546'05'23"1 40.04' 536'10'51"1 27.63' $58 °20'56"1 32.12' S15'51'0q "W 31.70' 937'4q'31 "E 20.01' 510'51'17 "E 44.28' 917'01'51 "W 28.46' 532'38'23 "E 30.47' 506'47'48"1 34.53' 517'10'37 "E 38.88' 522'20'20 "W 32.50' 510'04'18 "E 31.23' 543'16'25"1 14.38' 576'01'25"1 44.02' SOS °40'10 "E 3q.41' 907'14'45 "E 36.14' 547'14'41 "W 44.63' Wetlands Line "H " - "G" BEARING LENGTH N54 °25'34 "W 38.15' N48'47'55 "W 42.54' NO2'41'01 "W 2q.55' N36 °43'42 "W 34.70' N34'03'45 "E 16.71' N28'38'31 "W 46.62' N07'25'24 "E 48.43' N23'05'26 "W 37.87' N17'41'01 "W 18.0q' N27'47'04 "W 38.57' N27'26'56 "W 32.2q' N22'31'53 "W 33.35' N31'27'07 "W 56.02' N15'16'35 "W 28.67' N14'26'17 "W 38.4q' NOO'02'38 "W 24.51' N20'33'4q "W 32.00' N10 °05'10 "W 25.06' N3g'3q'54 "W 40.35' N40 °46'02 "E 24.61' THERE IS NO LOT 212 Preliminary Plat - Not for recordation, Conveyances, or sales WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp•, Onslow Co., North Carolina Owner /Developer: Onslow 22, LLC 825 Gum Branch Road, Suite 115 Jacksonville, North Carolina 28540 (4110) 455 -1800 DATE: 09/02/11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =1001 ENK FEET Parker & Associates, Inc. 41Ug gorI4 Consulting Engineers - Land Surveyors - Land Planners GPS wl profile 1; wl profile 2; wl profile 3; P.O. Box 976 - 28641 -0976 wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 308 New Bridge Street 28540 Disk Nome: Acad #2316 Jacksonville, North Carolina Filename: WonttandsFerry5ectl- RevGen.DWG JJS Phone (910) 455 -2414 - Fax (910) 455 -3441 Job No.: 5100818 -401% Sheet 2 of 25 Firm License Number: F -0108 Wetlands Line "E " - "F" BEARING LENGTH N35'O6'37 "W 6.78' N44'00'34 "W 38.55' N41 °16'57 "W 29.83' N45 °02'27 "W 38.40' N16'02'26 "E 34.70' N35'30SWE 32.g8' N43'13'41 "W 32.63' N04'22'10 "E 36.65' N6q °50'43 "E 61.16' 512'38'2q "E 17.26' 582'tq'26 "E 3q.44' S88'26 `11 "E 38.48' 94q °4c,� 11 lq.g8' 521'25'27 "E 43.56' 553 °Oq'11 "E 31.16' S6q'25'26 "E 34.75' 545'29'44 "E 23.80' 500'14'1WE 37.07' 562'56'21 "W 35.44' 532'26'06 "W 30.61' 525'27'57 "E 38.08' 515-57'13"H 22.60' Wetlands Line "G " - "H" BEARING LENGTH 541 °51' 13 "E 38.44' 548'27'00 "E 32.gO' 514'52'43 "E 38.42' 524'26'48 "E 35.012' 526'05'03 "W 26.46' 526 °32'08"1 20.46' 901'18' MVE 30.421 546'05'23"1 40.04' 536'10'51"1 27.63' $58 °20'56"1 32.12' S15'51'0q "W 31.70' 937'4q'31 "E 20.01' 510'51'17 "E 44.28' 917'01'51 "W 28.46' 532'38'23 "E 30.47' 506'47'48"1 34.53' 517'10'37 "E 38.88' 522'20'20 "W 32.50' 510'04'18 "E 31.23' 543'16'25"1 14.38' 576'01'25"1 44.02' SOS °40'10 "E 3q.41' 907'14'45 "E 36.14' 547'14'41 "W 44.63' Wetlands Line "H " - "G" BEARING LENGTH N54 °25'34 "W 38.15' N48'47'55 "W 42.54' NO2'41'01 "W 2q.55' N36 °43'42 "W 34.70' N34'03'45 "E 16.71' N28'38'31 "W 46.62' N07'25'24 "E 48.43' N23'05'26 "W 37.87' N17'41'01 "W 18.0q' N27'47'04 "W 38.57' N27'26'56 "W 32.2q' N22'31'53 "W 33.35' N31'27'07 "W 56.02' N15'16'35 "W 28.67' N14'26'17 "W 38.4q' NOO'02'38 "W 24.51' N20'33'4q "W 32.00' N10 °05'10 "W 25.06' N3g'3q'54 "W 40.35' N40 °46'02 "E 24.61' THERE IS NO LOT 212 Preliminary Plat - Not for recordation, Conveyances, or sales WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp•, Onslow Co., North Carolina Owner /Developer: Onslow 22, LLC 825 Gum Branch Road, Suite 115 Jacksonville, North Carolina 28540 (4110) 455 -1800 DATE: 09/02/11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =1001 ENK FEET Parker & Associates, Inc. 41Ug gorI4 Consulting Engineers - Land Surveyors - Land Planners GPS wl profile 1; wl profile 2; wl profile 3; P.O. Box 976 - 28641 -0976 wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 308 New Bridge Street 28540 Disk Nome: Acad #2316 Jacksonville, North Carolina Filename: WonttandsFerry5ectl- RevGen.DWG JJS Phone (910) 455 -2414 - Fax (910) 455 -3441 Job No.: 5100818 -401% Sheet 2 of 25 Firm License Number: F -0108 Wetlands Line "G " - "H" BEARING LENGTH 541 °51' 13 "E 38.44' 548'27'00 "E 32.gO' 514'52'43 "E 38.42' 524'26'48 "E 35.012' 526'05'03 "W 26.46' 526 °32'08"1 20.46' 901'18' MVE 30.421 546'05'23"1 40.04' 536'10'51"1 27.63' $58 °20'56"1 32.12' S15'51'0q "W 31.70' 937'4q'31 "E 20.01' 510'51'17 "E 44.28' 917'01'51 "W 28.46' 532'38'23 "E 30.47' 506'47'48"1 34.53' 517'10'37 "E 38.88' 522'20'20 "W 32.50' 510'04'18 "E 31.23' 543'16'25"1 14.38' 576'01'25"1 44.02' SOS °40'10 "E 3q.41' 907'14'45 "E 36.14' 547'14'41 "W 44.63' Wetlands Line "H " - "G" BEARING LENGTH N54 °25'34 "W 38.15' N48'47'55 "W 42.54' NO2'41'01 "W 2q.55' N36 °43'42 "W 34.70' N34'03'45 "E 16.71' N28'38'31 "W 46.62' N07'25'24 "E 48.43' N23'05'26 "W 37.87' N17'41'01 "W 18.0q' N27'47'04 "W 38.57' N27'26'56 "W 32.2q' N22'31'53 "W 33.35' N31'27'07 "W 56.02' N15'16'35 "W 28.67' N14'26'17 "W 38.4q' NOO'02'38 "W 24.51' N20'33'4q "W 32.00' N10 °05'10 "W 25.06' N3g'3q'54 "W 40.35' N40 °46'02 "E 24.61' THERE IS NO LOT 212 Preliminary Plat - Not for recordation, Conveyances, or sales WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp•, Onslow Co., North Carolina Owner /Developer: Onslow 22, LLC 825 Gum Branch Road, Suite 115 Jacksonville, North Carolina 28540 (4110) 455 -1800 DATE: 09/02/11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =1001 ENK FEET Parker & Associates, Inc. 41Ug gorI4 Consulting Engineers - Land Surveyors - Land Planners GPS wl profile 1; wl profile 2; wl profile 3; P.O. Box 976 - 28641 -0976 wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 308 New Bridge Street 28540 Disk Nome: Acad #2316 Jacksonville, North Carolina Filename: WonttandsFerry5ectl- RevGen.DWG JJS Phone (910) 455 -2414 - Fax (910) 455 -3441 Job No.: 5100818 -401% Sheet 2 of 25 Firm License Number: F -0108 Wetlands Line "H " - "G" BEARING LENGTH N54 °25'34 "W 38.15' N48'47'55 "W 42.54' NO2'41'01 "W 2q.55' N36 °43'42 "W 34.70' N34'03'45 "E 16.71' N28'38'31 "W 46.62' N07'25'24 "E 48.43' N23'05'26 "W 37.87' N17'41'01 "W 18.0q' N27'47'04 "W 38.57' N27'26'56 "W 32.2q' N22'31'53 "W 33.35' N31'27'07 "W 56.02' N15'16'35 "W 28.67' N14'26'17 "W 38.4q' NOO'02'38 "W 24.51' N20'33'4q "W 32.00' N10 °05'10 "W 25.06' N3g'3q'54 "W 40.35' N40 °46'02 "E 24.61' THERE IS NO LOT 212 Preliminary Plat - Not for recordation, Conveyances, or sales WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp•, Onslow Co., North Carolina Owner /Developer: Onslow 22, LLC 825 Gum Branch Road, Suite 115 Jacksonville, North Carolina 28540 (4110) 455 -1800 DATE: 09/02/11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =1001 ENK FEET Parker & Associates, Inc. 41Ug gorI4 Consulting Engineers - Land Surveyors - Land Planners GPS wl profile 1; wl profile 2; wl profile 3; P.O. Box 976 - 28641 -0976 wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 308 New Bridge Street 28540 Disk Nome: Acad #2316 Jacksonville, North Carolina Filename: WonttandsFerry5ectl- RevGen.DWG JJS Phone (910) 455 -2414 - Fax (910) 455 -3441 Job No.: 5100818 -401% Sheet 2 of 25 Firm License Number: F -0108 THERE IS NO LOT 212 Preliminary Plat - Not for recordation, Conveyances, or sales WANTLAND'S FERRY, SECTION I AT TOWNE POINTE A PLANNED RESIDENTIAL DEVELOPMENT White Oak Twp•, Onslow Co., North Carolina Owner /Developer: Onslow 22, LLC 825 Gum Branch Road, Suite 115 Jacksonville, North Carolina 28540 (4110) 455 -1800 DATE: 09/02/11 GRAPHIC SCALE: 1" =100' 0 50 100 200 300 SCALE: 1" =1001 ENK FEET Parker & Associates, Inc. 41Ug gorI4 Consulting Engineers - Land Surveyors - Land Planners GPS wl profile 1; wl profile 2; wl profile 3; P.O. Box 976 - 28641 -0976 wl 3; wlrp#3; wl pond 3 topo; wl pond 3 again Field Book: Towne Pointe; Pg. 26 -40 308 New Bridge Street 28540 Disk Nome: Acad #2316 Jacksonville, North Carolina Filename: WonttandsFerry5ectl- RevGen.DWG JJS Phone (910) 455 -2414 - Fax (910) 455 -3441 Job No.: 5100818 -401% Sheet 2 of 25 Firm License Number: F -0108