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HomeMy WebLinkAbout20060649 Ver 1_COMPLETE FILE_20060412?Ecosystem PROGRAM Mr. Wes Fryar Land Management Group, Inc. P O Box 2522 Wilmington, NC 28402 May 12, 2006 Project: Blake Tract County: New Hanover PL-CQ 2,L-0 ( CC,4 9 CPF 23 QP= @ R ow [=:s B MAY 3 0 2006 DENR - WATER QUALITY WETLANDS AND STOWWATER BRANCH The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NC EEP will be approved. This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401 Certification an invoice will be issued and payment must be made. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following table. River Basin Wetlands Stream Buffer Buffer Cataloging (Acres) (Linear Feet) Zone 1 Zone 2 Unit (Sq. Ft.) (Sq. Ft.) Riparian Non-Riparian Coastal Marsh Cold Cool Warm Cape Fear 1 0 0.18 0 0 0 0 F 0 0 03030007 1 I I -J Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Chris Mankoff at (919) 716-1921. Sincerely, William D. Gilmore, PE Director cc: Cyndi Karoly, Wetlands/401 Unit Doug Huggett, Division of Coastal Management Lillette Granade, USACE - Wilmington Noelle Lutheran, DWQ Regional Office - Wilmington File x"torigg... E ... Prot-", D" Stag 'ap NCDENR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net C? ? ? UGY??i.G?l 9od16J1#m Xox2522 Wilmb "., &49 Vert ?28402 g"V"r'J 2urscli ?J/ iCe ya4h 3805 elf 1 venue 914&'15 9) fdm"??' "--8403 April 7, 2006 9,ione: 940-452-0001 Xaa:9-10-1152-0060 u?uEU?.?m?toa?.net TO: Ms. Jennifer Frye 2 0 0 6 0 0 4 9 U.S. Army Corps of Engineers P.O. Box 1890 Wilmington, NC 28402-1890 RE: NWP 39 Application; Archie McGirt, Blake Tract, New Hanover County, NC AID#: 200600452 Dear Jennifer: Enclosed is a NWP 39 application for your review. This application is submitted on behalf of Archie McGirt for a project located off North 23rd Street, located in New Hanover County, NC. The applicant is proposing to construct 6 storage units with associated pavement and walkways within this tract. Although he has attempted to minimize impacts through careful site design, approximately 0.18 acre of 404 wetlands and 0.21 acre of isolated wetland impacts are proposed. Because isolated wetland impacts have been minimized to less than 1/3 acre, the applicant is planning to proceed with this activity without written concurrence from DWQ. The Pre-Construction Notification form, associated maps, and site plan are enclosed for your review. Please contact me if you have any questions. Thank you for your assistance with this project. Sincerely, Wes Fryar Wetland Scientist Encl. C: Mr. Archie McGirt Ms. Noelle Lutheran, DWQ Ms. Cyndi Karoly, DWQ L"l APR 1 2 2006 k6;Q A QUALITY 4i+F7j TER DENR WA t DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Detennination Manual) Project / Site: Blake Tract Date:, an is -?006 Applicant / Owner. Archi MP? cc?_ County: New Hanover Investigator:Christian Preziosi _, State:N.C. Do normal circumstances exist on the site? Yes X No-. Community ID: Is the site significantly disturbed (Atypical situation)? Yes HoL&_ Transect ID: Is the area a potential problem area? yes, No X Plot ID: (explain on reverse if needed) Pt 1 Borrow Pit VEGETATION Dominant PlantSpecies Stratum Indicator Dominant Plant Species Stratum Indicator 1, Eupatodum CapillifOlium Tree FACU 9. 2. Pinus taeda re FAC 10. 3.Andropo9on virginicus Herb FAC- 11. 4. Gordonia iasianthus Tree FAGW 12. 5.Acer rubnum Tree FAC 13. T 6.Utguidambar styraciflua Tree FAC+- 14. 7.Myrica cerifera Shrub FAC is. 8.Quercus nigra Tree FAC 16. Percent of `Dominant Species that are OBL, FACW, or FAC excluding FAC+ 75% Remarks: Wetland Vqe elation Present Based Upon Greater than 50% of the Plant Specie ar a not Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample p of was taken... 34.26257°N, 77.918480W HYDROLOGY-' X Recorded Data (Describe In Remarks): Wetland Hydrology Indicators _ Stream, Lake, or Tide Gauge X Aerial Photographs Primary. Indicators: Other Inundated XTSaturated in Upper 12" No Recorded Data Available Water Marks Drift Lines Field Observations: - Sediment Deposits _ Drainage Patterns in Wetlands Depth of Surface Water: None (in.) Secondary Indicators: Oxidized. Roots Channels in Upper 12" Depth to Free Water in Pit: 12 (in.) _ Water-Stained Leaves Local Soil Survey Data Depth to Saturated Soil:. 12 (in.). X FAC-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name (Series and Phase): Leon sand Drainage Class:poorly drained Taxonomy (Subgroup):Aeric haplaquods Confirm Mapped Type? Yes_ NoX Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munseli Moist) (Munsell Moist) Abundance/Contrast Structure. etc. 0-4 Al • 10 YR 4/2 sand; sg; loose 4-16 A2 10 YR 5/3 sand; sg; loose 16-20 E 10 YR 6/2 sand; sg; loose Hydric Soil Indicators: Histosol _ Concretions _ Histic Epipedon _ High Organic Content in Surrace Layer in Sandy Solis Sulfidic Odor Organic Streaking in Sandy Soils _ Aquic Moisture Regime Listed On Local Hydric Solis List _ Reducing Conditions Listed on National Hydric Soils List _ Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes X No Is the Sampling Point Wetland Hydrology Present? YesX No Within a Wetland? Yes_ NoX Hydric Soils Present? Yes - No X Remarks: Location (describe) s no N lassifed as awetland based upon the criteria set forth in the 1987 Army Corps of Engineers Wetlands De meation Manual. Applicant/ Owner: Archie McGirt Agent: Land Management Group, Inc. PO Box 685 PO Box 2522 Wrightsville Beach, NC 28480 Wilmington, NC 28402 910-452-0001 Office Use Only: 0 ® ? orra Version May 2002 0 0 4 9 USACE Action ID No. 200600452 DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ? 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39; GC3402 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check D D II. Applicant Information rLE APR 1 2 2006 1. Owner/Applicant Information DENR - WATER QUALITY Name: Mr. Archie McGirt WRR?.VAIM..-...CH Mailing Address: Archmill Place, Inc. P.O. Box 685 Wrip-htsville Beach, NC 28480 Telephone Number: (910) 612-0868 Fax Number: 910-796-0286 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Mr. Wes Fryar Company Affiliation: Land Management Group, Inc. Mailing Address: P.O. Box 2522 Wilmington, NC 28402 Telephone Number: (910) 452-0001 Fax Number: (910) 452-0060 E-mail Address: wftar@lmgroup.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Blake Tract 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): R04100-006-003-000 4. Location County: New Hanover Nearest Town: Wilmington Subdivision name (include phase/lot number): N/A Directions to site include road numbers, landmarks, etc.): From Wilmington, US Highway 17 south to N. 23' st. Tract is on the right, across from the sewage disposal plant. 5. Site coordinates, if available (UTM or Lat/Long): 34.26257 'N 77.91848 ° W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): - 6.18 acres 7. Nearest body of water (stream/river/sound/ocean/lake): Smith Creek 8. River Basin: Cape Fear River Basin 03030005 (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: This site is undeveloped. Adjacent land use is undevelo end, commercial, or industrial. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The applicant proposes to construct 6 storage buildings on-site with associated pavement and walkways with a maintenance easement along the south side of the furthest building south. Fill material will be trucked in to the area needed for construction. Additional material may be trucked in if needed. A track hoe and bulldozer will be used to level spoil material. Silt fences will be used to reduce erosion into adjacent wetlands. 11. Explain the purpose of the proposed work: To construct self storage buildings with associated pavement and walkways. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. 404 wetlands were delineated on site by Land Management Group, Inc. Mrs. Jennifer Frye of the USACE confirmed the line on 1/12/2006. The wetland survey is included in this application. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: The applicant proposes to impact approximately 0.18 acres of jurisdictional 404 wetlands, and 0.21 acres of isolated wetlands. 2. Individually list wetland impacts below: Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact (acres Located within 100-year Floodplain** (es/no Distance to Nearest Stream (linear feet) Type of Wetland*** 1 Fill 0.18 no -400 Forested wetland * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.eov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 1.01 acre Total area of wetland impact proposed: 0.18 acre 3. Individually list all intermittent and perennial stream impacts below: N/A No stream impacts Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usas.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: N/A Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: N/A No open water impacts Open Water Impact Site Number (indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation N/A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. In the site design of this nroiect. wetland impacts were avoided and minimized to the maximum extent practicable Because of local setbacks and areas needed for maintenance access, the applicant has used as much buildable land as possible to carry out the proposed project. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at hqp://h2o.enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. The applicant proposes to mitigate for wetland impacts by placing the remaining wetlands on-site into preservation excluding a 20' (700 ft) buffer along the south eastern boundary needed for fence maintenance as well as offering an upland buffer along North 23rd Street for preservation This would equal 0.81 acres of wetlands and 0.186 acres of uplands, for a total of 0.996 acres that would be placed into preservation. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) N/A It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 2 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. There is no existing `pervious cover within the property. Total proposed impervious cover will consist of building rooftops, pavement and walkways, which will be 181,658 ft2 or 4.17 acre, or 59.4% of the total site. The applicant will install silt fencing around the construction area to reduce erosion into wetland areas. A stormwater pond is proposed to control stormwater on the southeastern side of the site. XII. Sewage Disposal (required by DWQ) 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. The lot will tie into the local sewer system. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes E] No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agents Signature ` Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 _T' ,f ' r •` ^V {i ` - 1? ,:C''' 113 *t son 'Wp ('14400" 4V ?Jkyf i!-Ottfiborc . ? %2 EXt7 420 ARLI&r 133 K i n f ri N f ?.. r -_ Tyr k s ? i i,,.-- • 7 ?' - E_ T ; s. ?,- ?_ 1 CIDIJ.S.S. North 'C st rtr J- 17 74 76 133 •?., - ' K; '`....`. _ - ` ,? -- ., ? ° :7- T •. .a N 1 ?4 TT ?? tv, let Park v u L/ ?A APR 2 200; -Boundaries are approxr-ate and are SITE DENR - WATER not meant to be absolute nWQuAL;rv ?y'p???RnrvL;? SCALE 1 1 Mile Map Source: North Carolina Atlas & Gazetteer. Pg 84.2003 STO Archie McGirt Land Management Group, Inc. Blake Tract Environmental Consultants Figure 1 New Hanover County, NC Wilmington, N.C. Vicinity Map 40-05-893 l n„ :r fir;( t t • t•fx?A,t y ? '`91.5 yr; h ???? ?' , ?"'y? Air p. yA AV "UAW g 61 1,.. :rt t4 •? s ?P e _ p@TOWffl APR 12 2006 DENR - WATER QUALTY WETLANDS AND STOFWW 'Boundaries are approx mate and are SITE no meant to be absolute. Map Source: Castle Hayne Quadrangle 7.5 minute (topographic) 1990. SCALE 1" = 600' Archie McGirt Land Management Group, Inc. Figure 2 Blake Tract Environmental Consultants New Hanover County, NC Wilmington, N.C. USGS Topgraphic Map 40-05-893 January 2006 JO Bp Le Le DOI r ; 10" I;_ DO Ke DO APR 1 2 200', DENR - WATER QUALITY c r u x are SITEWETIANDSANDSTOWWATERBRANCH not meant to be absolute Map Source: NRCS Soils Map. SCALE 1" = 300' Archie McGirt Land Management Group, Inc. Blake Tract Environmental Consultants Figure 3 New Hanover County, NC Wilmington, N.C. Soils Map 40-05-893 January 2006 R@12aeROO APR 1 2 2006 *Boundaries are approximate and are not meant to be absolute. 01 1 r- DENR - WATER QUALITY WETLq" AND #TO* Al' j BRANCH SCALE 1" = 300' Map Source: 1998 NAPP aerial photography Archie McGirt Land Management Group, Inc. Blake Tract Environmental Consultants New Hanover County, NC Wilmington, N.C. 40-05-893 January 2006 Figure 4 Aerial Photograph Areas considered to be uplands (planned disturbance and areas of impervious surface may require stormwater and sediment/erosion control measures) Areas considered to be jurisdictional wetlands as regulated bythe U.S. Army Corps of Engineers (no development, soil disturbance or fill activities without prior 404/401 certification) The Information contained on thl has been paced in the fled and' ^ 7 101 ? \lV:// ^ „? {c.? D on the map using an aerial phot Th•n disfan.ces shown ore >,fi 1 2 2 Total acerage 6.18 D R - WATER QUALTY Wetlands -- .5 (8,T%r Uplands -- 5.68 (91.9%) Map Source: 1998 NAPP aerial photography Archie McGirt Blake Tract New Hanover County, NC 40-05-893 Land Management Group, Inc. Environmental Consultants Wilmington, N.C. January 2006 SCALE 1" = 300' Figure 5 Aerial Photograph with Wetland Overlay iAGENT AUTHORI7ATi~ON FORM I/we, the undersigned, hereby authorize Land Management Croup, Inc. to act as our agent in the determination of jurisdictional wetland boundaries an the subject property, Blake Tract; New Ibnover County. lay way ofthis form, Vwe additionally authorize access to the site by representatives ofthe US Army Corps ofEngirieers and/or the NC Division' of Coastal Management for the purpose of reviewing the flagged wetland boundary and providing a final jurisdictional determination, Any questions regarding the jurisdictional wetland determination. should be directed to Land Management Group, Inc. Please provide the following infoc=ior Property-Addressand Parcel M Number: Qment Property Owner Name: 131A <e, L.OU - 5 Owner Address & Phone Number: Please ssrde Yes or No for the following Questions: I/We tore the current owners: Yes ?00 We are under contract to purdmse the subject property: _ 'des No I(We ere under option.to purchase the subject property: Yes I We have nv legal interest in subject property: Yes (Q (i :a. SPx 'vc request Nat& Sift icicecess wiU be remicud wirhout nodcelaathoatior? by currant .. OW=) kJts Kxci Print owned s Name Owner's Signature (not required If under caczt = or under option) Date E010 39'Q iN3W3EbNVWGHV-I 6g3?Z t+6i? 5V:PT soagl0EJZl Z ' d 9BZ096L0 i 6 joqS i`ag uo t -4ounr RaiiuoW wuir I = I I 9002 60 uer "o ? ®5 Date DATA. FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project/ Site: Blake Tract Date: fang 2oo8 Applicant I Owner: Archie hncurt County: New Hanover Investigator:Christian Preziosi State:N_c - Do normal circumstances exist on the site? . Yes X No Community ID: Is the site significantly disturbed (Atypical situation)? Yes No• x Transect iD: Is the area a potential problem area? yes- duo .X Plot ID: (explain on reverse if needed) PL 2 Upland -VEGETATION Dominant Plant Species Straturh Indicator Dodnirant Plant Species Stratum Indicator. 9, Plantanus occidentalis _ Tree FACW g. 2. Liguidambat sturaciflua Tree FAC+ 10 3. Ligustrum sinense Shrub FAC 11. 4:Smilax spa. Herb - 12. 6. i is ro$undifoiia Herb FAC 13. 6.Magnoria grandiflora Shrub FAC± 14. 7. is. s. 16. Percent of Dominant Species that are OBL, FACW, Or FAC excluding FAC-). 80% Remarks: Wetland vegetation Present ased upon Greater ?jh -?`0% of the Plant Sye??? ar re not Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample p of was taken... 34.26092°N, 77.9199OPW HYDROLOGY X Recorded Data (Describe In Remarks): Wetiand Hydrology Indicators T _ Stream, Lake, or Tide Gauge X Aerial Photographs Primary Indicators: Other - Inundated ^Saturated in Upper 12" No Recorded Data Available - Water Marks -? _ Drift Lines Field Observations: _ Sediment Deposits Drainage Pattems in-Wetlands Depth of Surface Water: None (in.} Secondary Indicators: Oxidized Roots Channels in Upper 12" Depth to Free Water in Pit: 18 Water-Stained Leaves _ Local Solt Survey Data Depth to Saturated Soil: 18 Cin.) - FAG-Neutral'rest - Other (Explain in Remarks) Remarks: SOILS WETLAND DETERMINATION Map Unit Name (Series and Phase): Seagate fine sand Drainage Class:sornewhat poorly drained Taxonomy (Subgroup):Thermic typic haplohumods Confirm Mapped Type? Yes_ NoX Proffe.Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inchesl Horizon (Mansell Moist) (Munsell Moist) Abundancelbontrast Structure, etc. 0-5 Al 10 YR 3/3 Fs, sg; loose 5-8 A2 5 YR 4/4 Fs; sg; loose 8-18 B 10 YR 616 Fs; sg; loose Hydric Soil Indicators: Histasot Concretions Histic Epipedon - - High Organic Content in Surface Layer in Sandy Soils _Sulfidie Odor Organic Streaking in Sandy Solis TAquic Moisture Regime Listed On Local Hydric Soils. List _ Reducing Conditions Listed on National •Hydrlc Soils List Gleyed or Low-Chroma Colors -Other (Explain in Remarks) Relmarksc Hydrophytic Vegetation Present? Yes X No . is the Sampling Point Wetland Hydrology Present? Yes No X Within a Wetland?. Yes- No X_ Hydric Soils Present? Yes No X Rerrsarks: Location (describe) i s na , iassified as a wetland based upon the criteria set forth in the 19$7 Army Corps:of Engineers Wetlands De treat o n Manual. Applicant/ Owner : Archie McGirt PO Box 685 Wrightsville Beach, NC 28480 Agent-.Land Management Group, Inc. PO Box 2522 Wilmington, NC 28402 910-452-0001 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project I Site: Slake Tract Date: an .a ?2QQQ Applicant / Owner: /irrT,ie McGirt County: New Hanover lnvestlgator:Chr.-1stian Preziosl State: N.C. Do normal circumstances exist on the site? yes -X No- Community ID: Is the site significantly disturbed (Atypical situation)? Yes No• X Transect ID: Is the area a potential problem area? yes NoX Plot ID: (explain on reverse if needed) Pt 3 Wetland VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Uquidambar styraciff is Tree FAC+ g. 2. Pinus taeda Tree FAC 10. &Acer rubrum Tree FAC 11. 4. nllyrica cerifera Shrub FAC -12. S.Quercus nigra Tree FAC 13. T 6.Arundinar1a gi9antes Shrub FACW 14. 7.Magnolia virginiana. Tree FACW+ is. Percent of Dominant Species that are OBL, FACW,-or FAC excluding FAC-). 100%'. Remarlm: Wetland Vegetation Present Based Upon Grater than 70°10 of the Plant Specie- ar are Not Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample p of was taken:... 34.26065"N, 77.9191 VW HYDROLOGY X Recorded Data (Describe In Remarks): Wetland Hydrology indicators Stream, Lake, or Tide Gauge X Aerial Photographs : Primary Indicators: Other Inundated X Saturated in Upper 12" No Recorded Data Available _ Water Marks Drift Lines Field Observations: _ Sediment Deposits _ Drainage Patterns in Wetlands Depth of Surface Water:. None (in.) Secondary Indicators: Oxidized Roots Channels in Upper 12" Depth to Free Water in Pit: 6 (in.) X Water-Stained Leaves _ Local Soil Suryey Data Depth to Saturated Soil: 6 (inf.) X FAC-Neutral Test - Other (Explain in Remarks) Remarks. SOILS Map Unit Name (Series and Phase): Urban Land Drainage Class' NA Taxonomy (Subgroltp):NA Confirm Mapped Type? Yes- NoX Profile Description: Depth Matrix Colors - Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Mansell Moist) Abundance/Contrast Structure, etc. 0-6 A 10 YR 3/2 FS; sg; loose 6-18 E. 10 YR 512 FS; sg; loose 18-24 B 10 YR 3/2 FS; sg; loose Hydric Soli Indicators: Histosol _ Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils _ _ Suffidic Odor -Organic Streaking in Sandy Soils aquic Moisture Regime Listed On Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List _ Gleyed or Low-Chroma Colors J Other (Explain In Remarks) Remarks- WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes X No - Is the Sampling Point Wetland Hydrology Present? YesX No Within a Wetland? YesXX No Hydric Soils Present? YesX No Remarks: Location ldescrib j'fsl? not classified as a wetland based upon the criteria set forth in the 1987 Army Corps of Engineers Wetlands Delineation Manual. Applicant/ Owner : Archie McGirt PO Box 685 Wrightsville Beach, NO 28480 Agent : Land Management Group, Inc. PO Box 2522 Wilmington, NO 28402 910-452-0001 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200600452 County: New Hanover U.S.G.S. Quad: Castle Havne NOTIFICATION OF JURISDICTIONAL DETERNIINATION Property Owner/Agent: Louise Blake: A Living Trust Address: 1914 Le Gare Court Wilmington, NC 28403 Telephone No.: Property description: Size (acres) 6.86 Nearest Town Wilmington Nearest Waterway Smith Creek River Basin Cape Fear USGS HUC 03030007 Coordinates N 34.2628 W 77.9185 Location description The tract is located at 2312 North 23rd Street, in wetlands adjacent to Smith Creek, north of Wilmington, North Carolina. Indicate Which of the Following Apply: 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). 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. X 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. _ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . 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 Wilmington, NC, at (910) 796-7215 to determine their requirements. Page 1 of 2 Action ID: J 00 & on cf,5:;1- 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 Jennifer Frye at 910-251-4923. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is adiacent to Smith Creek, a tributarv to the Northeast Cape Fear River, a navigable Water of the U.S. Please be aware that this property also contains a non-iurisdictional isolated wetland. Please contact the North Carolina Division of Water Quality at (919) 733-1786 to discuss the State's regulations and requirements for these waters. It was determined that this wetland is not bordering neighboring or contiguous with any-jurisdictional waters. This determination is based on information submitted by LMG, Inc and a site visit by Jennifer Frye on 1/12/2006. Remarks: copy furnished: Archie McGirt PO Box 685, Wrightsville Beach, NC 28403 Land Management Group Inc PO Box 2522, Wilmington, NC 28402 Noelle Lutheran, DENR-DWQ Wilmington Regional Office 127 Cardinal Drive, Wilmington, NC 28405 Corps Regulatory Official: - Date 01/30/2006 Expiration Date 01/30/2011 FOR OFFICE USE ONLY: • A plat or sketch of the property and the wetland data form must be attached to the file copy of this form. • A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be transmitted with the properly owner/agent copy of this form • If the property contains isolated wetlands/waters, please indicate in "Remarks section and attach the "Isolated Determination Information Sheet" to the file copy of this form. Page 2 of 2 NC GRID (NAD '83) Ira .30, •? o L1 L2 LO am UQ o a. Oy O UO m ISOLATED ti3 ?1? J NON- Sl)I70O W 9,010 AS. f. mN r W 0.21_ACtWW Q O Z ? W W W W „?fA W W W O ;0 / W W Amy tib N ;0 M to ??Z m? m ro NOTES: 1. TRACT IS LOCATED IN ZONES "C" AND 'A6' (EL 9) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENC S FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 370168 0040 D DATED: 4-15-86. 2. SITE AREA = 7.02 AC.t. 3. RATIO OF PRECISION = 1:10,000+. NEW HANOVER INTERNATIONAL AIRPORT BOOK 1874, PAGE 126 CERTIFICATE OF THE U.S. ARMY CORPS OF ENGINEERS: THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. SIGNATURE, U.S. ARMY CORPS OF ENGINEERS OFFICIAL TITLE DATE 94 5145 EXPIRATION DATE OF DELINEATION: ,3? 913" 113 j 8 USACE ACTION ID: 8 x .xc :; c w;` ? u j UPLAND z: - ?°v;0 253,704 s.f. N 5.61 ACt L28 L31? ?53 C 4?' WL4?? L43 V? i44 L4g1,46 yDW5g.08 2?( ? oW W 3 is L38 u y 4- V V V V V W kp 4- ???? W W W V W W W V W W W W. W W V W ` Q ?9 V 2< 2 L37 W• W W W II ? L21 v t??/ `V 3 `? ?'? W W W V L20 X19 W ??1) W W ?? W ?W f W V V W W W W W V 4-404 WETLANDS W W W W W W W W W 43 964 s f *TEMPORARY W, W W W CONSTRUCTION W'. W W ?co ? e ,? ?j r 9 . . , W W W W W V TEMPORARY 0' M y W W W W W W W W y. L1 3 S65 CONSTRUCTION V ASEMENT W W W Y W W W W W W V W q W V W co W 4- w W W W W W 5Y C E W SC 54 L53 L 2 ? -1 . L 5 Lil W 56 NCOOT BOOK 3082, PAGE 384 o e °„ 8-390/175 T=438.00 12°48 37 " 870 53 L58 UPLAND S01 '32'39"W 7,942 s.f. 160.18' (TOTAL) N89'2843W ` - _ - - ®® '? , d= CH N04'5139 W =- N01'3-- 7'27"W 0.18 ACf ' ERMANENT -N01 '23'26"E 32.44 POINT IN CENTER ® OUNDAR SENT R "'" CH.26.04' DRAINAGE S88'36'00"E CH.184.69' (CALCULATED) EA M ENT 50 00' OFF CONCRETE SPAN RIDGE ACROSS D AR PRE . 5 „ R01'29'46 W 1033 51 (DEED T1E) 10i EASEMENT W W' W W N N ACt ti B S81'52'27" FARMER R?W SOUIN ? Y-1 rllr 31.75 NOF?' LINE TABLE LINE BEARING DISTANCE L16 N66'2423"E 18.14 L17 N41'21'19"E 19.41 L18 N28'30'1 8"W 24.20 L19 N29'02'38" 35.39 L20 N 4'12'44"E 40.88 L21 N07'38'04"E 22.92 L22 N72'1 2'52"W 13.90 L23 N30'23'04"W 22.78 L24 N26'22'27"E 20.40 L25 N62'28'23"E 23.41 L26 N13'21'40"E 14.15 L27 N55'23'34"E 10.33 L28 S03'1 5'50"W 35.05 L29 S44'50'36"W 16.79 L30 S30'00'58"E 18.97 LINE TABLE LINE BEARING DISTANCE L31 01'31'15"E 22.44 L32 S35'59'49"E 18.35 L33 S14'26'30"W 38.55 L34 S15'57'10"W 27.80 L35 S24'10'18"E 23.78 L36. S39'25'24"W 17.17 L37 S05'33'54"E 22.27 L38 S01 *02'56"W 42:27 L39 S21.56'20"W 27.01 L40 S2496'24"E 41.71 L41 S25'1 0'37"E 34.75 L42 S17'20'44"W 31.09 L43 S01'39'17"W 46.40 L44 S09'55'29"E 53.42 L45 S11'01'48"W 35.84 LINE TABLE LINE BEARING DISTANCE L46 S1 2'47'50"E 28.29 L47 S40'07'06"E 24.76 L48 N88'27'21"W 2.71 L49 N33'52'43"E 44.87 L50 N22'50'36"E 37.18 L51 N21'43'30"W 27.43 L52 N05'02'09"E 41.32 L53 NO110'16"W 33.29 L54 ' N07°10'13"W 35;45 L55 N1 0'53'38"W 46.47 L56 N04'26'49"W 39.93 L57 N07'48'57"W 60.17 L58 588'34'01 "W 6.07 ,... ,.," SMITH CREEK ---- JUIZ15 21C110N6?l, POUNPAZY MAP or THt ?LAKr 1?ZAC-r AS RECORDED IN BOOK 2775, PAGE 110 (SECOND TRACT) OF THE NEW HANOVER COUNTY REGISTRY CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA SCALE: 1" = 100' FEBRUARY 1, 2006 cxajj5ivm-yPOtl NGHir MCCAR r P.O.. BOX 685 WRIGHTSVILLE BEACH, NC 28480 ????G °0' ,?? ARO(/ ?., I- E D E N ?? Q ?,.• ?ss?oN•., .0.?t 1A ? 0 EXISTING IRON . ? 0 EXISTING MONUMENT L•31 (CONTROL POINT) 0 EXISTING DOT R/W DISC a; ?,. ?0, ARNOLD W. CARSON PLS PC '0-7 O ? 4. ;? ' 0 SET IRON ROD 406 NORTH THIRD STREET 8401 WILMINGTON, • SU Q. , • •., 9 ? D ? 791 3 ? ?y 100' Sd 0 100' 200' 300' LINE TABLE LINE BEARING DISTANCE L1 S11'35'18"W 29.08 L2 S11' 7'33"W 35.39 L3 S1 4'06'27"W 40.29 L4 S81 *53'02"W 17.85 L5 N55'1 4'57"W 64.80 L6 N22'40'1 8"W 57.90 L7 N59'54'03"E 40.55 L8 N82'1 3'29"E 29.89 L9 S85'53'08"E 33.00 L10 S67 29'20"E 19.93 L11 N88'11'04"E 4.72. L12 569'46'11 "E 28.10 '29'15"E 23.55 L14 N3598'55"E 30.02 L15 N30'45'26"W 24,05 Flood Hazard Map "?'{ >,r? I?)Nyoi)JIANI )Ird :1;Y?a? Flood Hazard Map Page 1 of 1 .? ? Airport-Rlud. OS FLOOD HAZARD AREAS +l rnington Intl Gdt Airport m6nrl nntf, g _ N r ?i fz princess Place Dr 1.9 mi / 3.1 km acn Map Centerpoint: -77.91282, 34.25630 Map Produced: Fri Apr 7 06:56:57 2006 ESRI/FEMA Project Impact Hazard Information and Awareness Site http://www.esri.com/hazards APR 1 2 2006 DENR - WATER QUALITY WERLANDS AND ST~ATER BRANCH http://mapserver2.esri.com/cgi-bin/hazard.adol?s=0&cd=x&p=1 &c=-77.912821,34.256305... 4/7/2006 \ ?- '? R l a Cross sear, Transect W Storage:. S(dg X ro). Ore Storjr . ??\ N .r. : ? Storage 'k io 540 C,a x rsa) ?I ?, i// aide. p? '•\ ? 20' Area to he excluded y y y y y ?•• . from preservation for mainten A2 W W v -" Y ? v v y W y W VJ? v ` y w w W r WBtra,cy to by w w w W y W w Y w v PI"??.v J? y "L V V v w w w y `Y V V w W y `Y v y S ?' V v w W W W `Y W y W w W ` w Witigation/Presewatior,Areas, ?0' \ n W v y W W v W W v W \ ?` PjaOV v W w W V? y y W W v BuFp° w .Y .Y `Y w w .. .Y 1(° ?Pvblic \ ?? r t° Y Y Y Y ° w w y w \ @ j `Y W ??'? ?gd?OO y ? *Boundaries are approximate and are not meant to be absolute. Archie McGirt Blake Tract New Hanover County NWP 39 Application 'qLftftftftft SITE Land Management Group, Inc. Environmental Consultants Wilmington, N.C. April 2006 NTS Reference Map for Site Plan o 0 o d J j J ?, z CD ? C ,y cc cw c C° ? coo x?f7 ao p* C p, pw Y O CD co o o =- J a D CD CD D . (o j I! A Z 2006 a o ?? DENR - WATER TV o WE LM AND STOW ATEN BRANCH x ° o °D I II i II I~ O~0 N I A i Y??Gq z N? o ?q z?? o wfi M it i - il N 1 cn ? 0 p N I jl N C? i u 'x ?.. ? N O N C CD ?3 i C O CD o I A I 'V NC GRID (NAD '83) N 0.00 UQ - 9OY UO 0 m 3a?o\ V W W i 404 WETLANDS o W 9,010 s.f, i m N r 0.21 ACt i 03 W W W W ao % $ m P? ? N m ? Z m ??z m? P 4 ro 41. UPLAND 253,704 s.f. 5.61 ACf NEW HANOVER INTERNATIONAL AIRPORT BOOK 1874, PAGE 126 St4?s9,t3"w ?tt L38 L37 W W 9\'a L20 i i W i i i W i i' W W 404 WETLANDS CONSTRUCTION i W i W i V i 43,964 -L i W W i i i ii EASEMENT W W ry W TEMPORRA ty01 iACf W i i W i W i m, Ate'/ " W W W V i W i i i i W W i W W CONSTRUIj I ON EASEMENT R/ W V W W W -. . Cn , C11/ W W a BOOK 3082 PAGE 384 _ + ,®....'r ~' Rs-390+ 175 7=438.00 HO ARY `?=12 N0451'39 W CH.870.5N01'3 ? ? „ J- CH.26.04 •pRESENT UNOPR ? ??? FORMER RAW BO N0 I Y'?V_ N-1?'I? r""' (100 R/? LINE TABLE LINE BEARING DISTANCE L16 N66'24'23"E 18.14 L17 N41'21'19"E 19.41 L18 N28'30'1 8"W 24.20 L19 N29'02'38"E 35.39 L20 N04'1244"E 40.88 L21 N07'38'04"E 22.92 L22 N72'12'52"W 13.90 L23 N30'23'04"W 22.78 L24 N26'22'270E 20.40 L25 N62'28'23"E 23.41 L26 N13'21'40"E 14.15 L27 N55'23'340E 10.33 L28 S03"15'50"W 35.05 L29 S44'50'36"W 16.79 L30 S30'00'58"E 18.97 LINE TABLE LINE BEARING DISTANCE L31 S01'31'15"E 22.44 L32 S35'59'49"E 18.35 L33 S14'26'30"W 38.55 L34 S15'57'10"W 27.80 L35 S24'10'18"E 23.78 L36 S39'25'24"W 17.17 L37 S05'3354"E 2227 L38 S01'02'56"W 42.27 L39 S21 '56'20"W 27.01 L40 S24'16'24"E 41.71 L41 S25'10'37"E 34.75 L42 S17'20'44"W 31.09 LT 3- 46.40 L44 S09'55'29"E 53.42 L45 S11'01'48"W 35.84 NOTES: 1. TRACT IS LOCATED IN ZONES "C" AND "A6" (EL 9) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 370168 0040 D DATED: 4-15-86. 2. SITE AREA = 7.02 AC.t. 3. RATIO OF PRECISION = 1:10,000+. ? _L?3 - r-- . -. .58 UPLAND S01 '32'39"W 7,942 s.f. 160.18 (TOTAL) AINAGE T0.18 ACt- N51-23'26"E tA INAG T S88'36'00"E,,4 CH.184.69' (CALCULATED) kSEMEN E NOTE 5 50.00' Le- „ cnl m UQ Z:W N.N LINE TABLE LINE BEARING DISTANCE L46 S1 2'47'50"E 28.29 L47 S40'07'06"E 24.76 L48 N88'27'21"W 2.71 L49 N33'52'43"E 44.87 L50 N22'50'36"E 37.18 L51 N21'43'30"W 27.43 L52 .N05'O2'O9"E 41.32 L53 N01'30'16"W 3329 L54 N07'10'13"W 35.45 L55 N10'53'38"W 46.47 L56 N04'26'49"W 39.93 L57 N07'48'57"W 60.17 L58 588'34'01 "W 6.07 CERTIFICATE OF THE U.S. ARMY CORPS OF ENGINEERS: THIS CERTIFIES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. SIGNATURE, U.S. ARMY CORPS OF ENGINEERS OFFICIAL TITLE DATE EXPIRATION DATE OF DELINEATION: USACE ACTION ID: Eic" ?p ??1ntk??cesl"?` ?s tO NN ro? z LINE TABLE LINE BEARING DISTANCE L1 Sl1'35' 8"W 29.08 L2 S1 1'37'33"W 35.39 L3 S1 4'06'27"W 40.29 L4 S81 *53'02"W 17.85 L5 N55'1 4'57"W 64.80 L6 N22'40'1 8"W 57.90 L7 N59*5,V03"E 40.55 L8 N82'1 3'29"E 29.89 L9 S85'53'08"E 33.00 L10 S67'29'20"E 19.93 Lll N88'1 1'04"E 4.72 L12 S69'46'1 1"E 28.10 L13 S65'29'1 5"E 23.55 L14 N35'1 8'55"E 30.02 L15 N30'45'26" W 24.05 L - N89'28'43"W 32.44' POINT IN CENTER OF CONCRETE SPAN '29'46"W 1033.51' (DEED TIE BRIDGE ACROSS SMITH CREEK JLRWICIONA1, 60UNPAt2Y MAP APPAq Rj D 1BOOK 2775, PAGE 110 (SECOND TRACT) OF THE NEW HANOVER COUNTY REGISTRY C'f#APE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA pW? n,SCALE: 1" = 100' sxu. vrox FEBRUARY 1, 2006 ALI " ARGNIE MCCiRf P.O. BOX 685 WRIGHTSVILLE BEACH, NC 28480 011141n1111001 I_EGEN =) 0 EXISTING IRON 0 EXISTING MONUMENT (CONTROL POINT) 0 EXISTING DOT R/W DISC • SET IRON ROD merAw ®Y, ARNOLD W. CARSON PLS PC 406 NORTH THIRD STREET WILMINGTON, NC 28401 (910) 772-9113 GAROJ/4e'?. 2; 0 9t R 6LD W _GP`?• 100' 5d' 0 100' 200' 300' N{ Crown Box 1 I \ ' \ \ ?C Corporation < { New INmF over D.B. III8-815 International Airport Zm ing Al \ L D.B. 1874-126 d Use: Ird1%trial Lard W Land. Use, Airport A J J OnecStoty. Stq?a?e A v v N Bldg. 26, 6C? s f.. (70' X 5W)' < CYIe-story .. ?F\ Storage 400 .0. Genera! Notes: 1. New Hoover Co. Pamet No.- \ APR 1 2 2006 3128(07) - bB - 6244 'TfY"EPFS?tON'y: +? 2. Total Tract Area- 6.86 oz.* .. z Bidej, 800 s.F: 44, 3. Zoning District: Al 4. Lad Classification, Transition went `? \ \ \\ `? ` \ \ \ \\ W W W W v W W \ \ jj + \ \ W W W W W W W W W _?? `^ ?\ \ S rpe \ \ W W W W W Notiorid6- to W W W W \ l+ \ W W W W W W W W W •k W W W \? \ \ ` W W W W W W W W W W W W W W W W ?\ W W W W W W W W W W W W W W W \ \ W W W W W W W W W W W W W W \? \ W W W W W W W W W W W W \ \ \ anj44d W W W W W W W W W "4' t W W W W W W W W \ ?Aubria Ri \ \ ` \ j?r a ba W W W W W W W Development Data: \ !Y) attar \ ? W W W W W Office Area - 1200 sf. \ \ tar W W W W Storage Area - 172,100 s.f. Total Bldg. Area - 1731300 s.f. s W W W 8 t` Impervious Swfaces - \ \ \ \ N 8i9atr? W W W W Rooftops - 109,250 s.f. Paverr rt - 71,664 s.f. \ W ? Walks - 744 s.f. \ Total - 181,658 s.f. (59.4x) JN o z> w 'e ? n 0 x p\ _ pLL s M N c ii K E c w 3 e 0 Z r Q J N Na cn3 N <m W ? vn W I ZW mm 3F Z $ 3W m O N K y m U N aon Z w c c N O ?a G U S3 It 0 Q g CL t?I (3) ?WtJ z vV ? L L ? 0 ? C m ' V I CL 'rte/\1 1 '2 Z N N d 9 a 11IChecked By.? 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