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HomeMy WebLinkAbout20080964 Ver 1_More Info Received_20080718 Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, North Carolina 28412 910.452.2711 (office) • 910.452.2899 (fax) Date: 15 July 2008 08- ogLo Lk SEGi Project #: 06-178.01 Client Name: Holy Cross Episcopalian USACOE Action ID#: N/A Transmittal Letter JUL S 2008 To: Mr. Ian McMillan JENk vvF,:: ;v.AUTY Of: 401 Oversight/Express Review Permitting Unit WETLANDS ANTI STfJRMW",'TER BRAIN(* Attached you will find:* ? Proposal ? Sketch(es) ® Permit App. ? Signed Wetland Map ? Photo(s) ? JD Package ? Report(s) ? Plans ? Information Request ? Other Copies Dated Description 5 14 July 2008 Revised Isolated Wetland Fill Application 5 11 July 2008 Isolated Wetland Boundary Survey *If noted items are NOT attached, please contact our office. These are being delivered: ® For your Review/Comment ? For your Records ? Returned for Correction(s) ? Corrected and Returned ? For your Signature ? As Requested ? Other: By: ® Hand Delivery ? Fed-Ex ? UPS ? Regular Mail ? Other Notes: Attached is the revised isolated fill application for the Holy Cross Episcopalian site off Myrtle Grove Road. Per Chad Coburn's request, a redelineation was conducted by a DWQ representative from Raleigh, who delineated a total of 0.586 acre isolated wetland (versus the 0.96 acre previously delineated by SEGi). Please replace the PCN on file with the revised application attached herein. In addition, a copy of the revised survey has been included in this package. The Corps signature block has been revised to reflect the State agency. Will the State be signing isolated wetland boundary maps (similar to the Corps signing maps, so that our clients may rely on a signed survey from DWQ)? If you have any questions or concerns re this project, please feel free to contact me at 910.452.2711. Thanks! Signature and (Typed) Name: Amanda L. Kolb Date: 15 July 2008 P Office Use OnJ: USACE Action ID No. 1. II. Revised Version December '06 DWQ No. O 8 - 0 q to (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ?x Isolated Wetland Permit from DWQ ? 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Isolated Wetland Permit 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, 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 here: ? Applicant Information 1. Owner/Applicant Information: Name: Holy Cross Episcopal q lvJ A c/o Mr. Ted Guilford Mailing Address: 406 Sierra Drive J L i 20 8 Wilmington, NC 28409 Telephone Number: 910.794.2176 Fax Number: N/A ?N?? LAN{?? '•?" '. E-mail Address: N/A 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: Ms. Amanda Kolb Company Affiliation: Southern Environmental Group, Inc. Mailing Address: 5315 S. College Rd. Suite E Wilmington, North Carolina 28412 Telephone Number: 910.452.2711 Fax Number: 910.452.2899 E-mail Address: amanda@segi.us Page 1 of 10 w 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: Holy Cross Episcopalian 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): R07620-001-004-000 & R07620-001-003-000 4. Location County: New Hanover Nearest Town: Wilmington Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Follow Piner Road south, until your reach the stop sign. Take a right onto Myrtle Grove Road. Sites are on the right approximately 1/8 mile ahead. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody) Decimal Degrees (6 digits minimum): 34.1282°N 77.8802 °W 6. Property size (acres): 4.901 acres (213,487.56 square feet) 7. Nearest body of water (stream/river/sound/ocean/lake): UT to Mott's Creek River Basin: Lower Cape Fear (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.nc.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: Page 2 of 10 At the time of this application request, the sites are mostly cleared, though an area of thick vegetation exists to the northwest. The properties are both currently used for residential purposes. The properties contain mobile homes, workshop-type structures, sheds and debris (such as abandoned cars, tractors, tires, etc.). Two existing dirt access roads lead to the dwellings on the southern parcel, and a single dirt road leads to the mobile home, shed and storage located beyond a fence on the northern property. A wetland delineation was conducted on the property, and it was determined that the on- site wetlands are considered "isolated", and thus, are not regulated by the US Army Corps of Engineers. The isolated wetlands on the subject properties are vegetated with a canopy of red bay (Persea borbonia), pond pine (Pinus serotina) and water oak (Quercus nigra), a shrub laver of titi (Cyrilla racemiflora), and a vine layer of laurel greenbriar (Smilax laurifolia) and Carolina yellow jasmine (Gelsemium sempervirens). Indicators of hydrology include a prevalence of species with an indicator status that is wetter than facultative. Saturated soil was found at 12 inches below the surface. The underlain soil type, Lynn Haven (poorly drained), as mapped in the USDA New Hanover County Soil Survey (1977), is listed in "Hvdric Soils of the United States". The uplands on these tracts are vegetated with a canopy laver of live oak (Quercus EjM!igiana) and water oak (Quercus nigra). There was no evidence of hydrology within 24 inches of the surface. The underlain soil type Lynn Haven (poorly drained), as mapped in the USDA New Hanover County Soil Survey (1977), is listed in "Hvdric Soils.of the United States." The general land use in the vicinity of the subject parcel is mostly residential. The surrounding areas are steadily transitioning to clusters of single-family residential subdivisions. 10. Describe the overall project in detail, including the type of equipment to be used: The Applicant is proposing to construct a church and associated attendant features on the subject parcels, to be located at 5812 & 5820 Myrtle Grove Road in Wilmington, Federal Point Township, New Hanover County, North Carolina The church and most of the attendant features, will be constructed solely in uplands This isolated wetland fill request is for the incorporation of an athletic field to be located behind the new church Approximately 25,509 square feet (0.586 acre) of fill is requested The fill material will be stabilized via compaction, and will be seeded with grass The proposed development plans will conform to zoning requirements for the subject parcels and will be consistent with the New Hanover Zoning Ordinances Utility corridors, sewer areas fire hydrants and parking lots will be put into service to meet the needs of the congregation. The utilities, namely storm pipes, water lines and sewer services, will laid underground. Heavy equipment will be used in this project, such as an Page 3 of 10 excavator, hack hoe and bull dozer. The machinery will be used to clear the land stabilize the soil and establish grade. 11. Explain the purpose of the proposed work: The purpose of the overall project is to construct a church which will accommodate the followers of the Holy Cross Episcopalian Church, a new fellowship forming in southern New Hanover County. Currently, worship services are offered at Ashley High School on Sundays. The construction of this house of worship will allow the congregation to gather in a centralized location and also provide followers with a place to host religious functions. The purpose of the proposed fill is to provide Church parishioners, and the surrounding community, with an area that can be utilized for Church purposes. Church services may include: outdoor services (Easter sunrise service), serve as overflow parking in the event of a Church or community function: or, provide the congregation with an area to hold picnics, play soccer, kickball, or perform other outdoor activities. 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. The sites were delineated by Southern Environmental Group, Inc., and verified by Ms. Jennifer Frye (USACE). According to the Jurisdictional Determination Tear Sheet. signed by Ms. Frye on 16 March 2007, the property contains non jurisdictional isolated wetlands. The Action ID number associated with this project is SAW-2007-1038-065. The site was surveyed by Patrick Bristow, who surveyed 0.586 acre (25,509 square feet) of isolated wetlands on the property (see attached wetland boundary survey). JBS Consulting, the engineer of this project, has applied for both the Stormwater permit, and the Sedimentation and Erosion Control permit, and is currently awaiting a response from the respective agencies. 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. Page 4 of 10 There are no future permits anticipated for this project Project is being submitted as single and complete. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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. Provide a written description of the proposed impacts: A single wetland impact is proposed and is associated with the incorporation of an athletic field, to be located behind the new church 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within -year 100 Floodplain (yes/ no) Distance to Nearest Stream (linear feet) Area of Impact (acres) 1 Fill Isolated No N/A 0.586 Total Wetland Impact (acres) 0.586 3. List the total acreage (estimated) of all existing wetlands on the property: Total estimated wetlands on-site: 0.586 acres (25,509 square feet) 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the Page 5 of 10 original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on map) Before Impact (linear feet) (acres) Total Stream Impact (by length and acreage) N/A N/A Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma ocean, etc.) (acres) Total Open Water Impact (acres) N/A 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Im act (acres : N/A Wetland Impact (acres): 0.586 ac en Water Impact acres : N/A Total Impact to Waters of the U.S. acres N/A Total Stream Impact (linear feet): N/A 7. Isolated Waters Do any isolated waters exist on the property? © Yes ? No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. A single impact is proposed to the isolated wetland complex on-site. and totals 0.586 acre (25.509 sauare feet). This impact is necessarv for the completion of an athletic field, to be located behind the new church. Pond Creation: Yes 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.): Excavation Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Stormwater Management Page 6 of 10 Current land use in the vicinity of the pond: Residential Size of watershed draining to pond: 2.02 acres (87,991.2 square feet) Expected pond surface area: 0.16 acre (6,888 square feet) 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. The purpose of the proposed fill is to provide Church parishioners and the surrounding community, with an area that can be utilized for Church purposes Church services may include: outdoor services (Easter sunrise service), serve as overflow parking in the event of a Church or community function, or, provide the congregation with an area to hold picnics, play soccer, kickball, or perform other outdoor activities As the isolated wetland complex found on-site comprises a majority of the northwestern property boundary, it would be impossible to construct the project, as proposed without impacting wetlands. 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, 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 NCEEP concurrence shall be placed on hold as incomplete. Page 7 of 10 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 htt2://h2o.enr.state.nc.us/ ncwetlands/strmgide.html. 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. Mitigation is not offered for this project, as the requested impacts are below the threshold requirements. 1. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wry/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): N/A. Amount of buffer mitigation requested (square feet): N/A. Amount of Riparian wetland mitigation requested (acres): N/A. Amount of Non-riparian wetland mitigation requested (acres): N/A. Amount of Coastal wetland mitigation requested (acres): N/A. 1. 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. Page 8 of 10 Yes ? No ? IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) 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 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify)? Yes ? No 0 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* mpact :? a re feet) J I Total -- -- - Multiplier Required 3 1.5 - cone i extenas out 3u feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 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. X. 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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level Existing impervious surface: 2.37% Proposed impervious surface: 26.64% (at total build out) -Please see attached "Impervious Surface Percentage Calculations" worksheet Stormwater will be controlled via an on-site retention pond Page 9 of 10 XI. 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. Sewage will be disposed of via municipal methods. II. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes O No Is this an after-the-fact permit application? Yes O No XII. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? `Yes O No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This is an individual development, which is not associated with any other development plans. The completion of this project will not result in development outside the proposed project area and will have a minimal effect on downstream water quality. XIII. 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). 1 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 I, PATRICK C. BRISTOW, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY 5UPERVI5I0N: DE5CRIPTION A5 SHOWN ON THE FACE OF THI5 PLAT; RATIO OF PRfC15ION A5 CALCULATED BY COMPUTER 15 1:10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINE5 PLOTTED FROM INFORMATION REFERENCED; THAT THI5 PLAT WA5 PREPARED IN ACCORDANCE WITH 'THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROUNA'; MTNE55 MY ORIGINAL 51GNATURE. UCEN5URE NUMBER AND 5EAL THI5 I I TH DAY OF JULY A.D. 2008. -rte ?? ? •? ???.?0-v? PATRICK C. BRISTOW N.C. PL5 No. L-4148 I L- 1008 ??•??N CAR6 ?., J? (? FSSI , S E A L L-4148 O u SURVEY REFERENCE DEED BOOK 1555 PAGE 820 DEED BOOK 2520 PAGE 195 MAP IN DEED BOOK GOO PAGE G49 MAP IN DEED BOOK 207 PAGE 338 CERTIFICATE FOR THE STATE DIVISION OF WATER QUALITY: THI5 CERTIFIES THAT THI5 COPY OT THI5 PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF ISOLATED WETLANDS AS DETERMINED BY THE UNDERSIGNED ON THI5 DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF ISOLATED WETLANDS MAY BE RELIED UPON FOR A PERIOD OF FROM THI5 DATE. 51GNATUKE OF STATE DIVISION OF WATER QUALITY OFFICIAL DATE OF SIGNATURE WP CHAMBERS DB 1210 PG 1783 528'47'09'W -az- 105.83' LINE TABLE LINE LENGTH BEARING L 1 39.53 515'37'06'W L2 26.94 534'2027'W L3 23.22 577'4328'W L4 31.74 504'2G'37'W L5 30.79 586-14-57-E LG 32.09 534'04'50'W L7 47.02 515.42'58'W L8 36.43 526'39401E L9 57.67 568.07-45-E L10 54.79 N26'4G'4I'E L I I 37.77 N40'0023'E 29.65 N3G'55'33'E 4.41 N70'09'48'E L 16.8 I N78'40'03'E 20.49 N54'06'47-E G 21.78 N27'23'43'E L17 16.85 N2G'51'52'W 1-18 25.14 559'38'51'E L19 14.27 58013G'29'W L20 27.50 N38'46'01'W L21 43.53 567'3G'03'E L22 23.53 578'05'57'W N l9 lD Z a IL IL I ?` N PI JOHNSON TRACT a0 I DB 2182 PG 468 U _ N U) N Q N IQ m 0 MJA^ArV Q-F I I .._____.. _... 501'05'48'E 58.89' (TIE) THI5 POCKET A / 1 15 5Q. PT. v to N72' I TWE 84.70' (TIE) LOT 4 s?9 \ -?-? _ _ 0 N/F ??n \ WHITMAN DB 1137 PG 143 \95 33 3"N qq \ ?y 2? 2 0 09 rotl??% NOTE: THI5 LOT 15 LOCATED IN ZONE X g FIRM COMMUNITY PANEL # 370168 3133 J DATED: APRIL 3, 2000 O / g //rte LOT 4 NORMAN EARL PINER DIVISION MAP IN BOOK GOO, PAGE G49 109,425 SQ. IT. 2.512 ACRES (UPLANDS) 848 5Q. FT. 0.020 ACRES (WETLANDS) TRACT I DB 1555 PG 820 44,885 5Q. FT. 1.030 ACRES (UPLANDS) 9,619 SQ. IT. 0.221 ACRES (WETLANDS) TRACT 2 DB 1555 PG 820 33.GG8 5Q. FT. 0.773 ACRES (UPLANDS) 15.042 5Q. FT. 0.345 ACRES (WETLANDS) ISOLATED WETLAND BOUNDARY SURVEY FOR r HOLY CROSS EPISCOPAL CHURCH .f LOT 4 NORMAN EARLE PINER LAND5 * DB 1555, PG 820 (TRACTS 1 2) m ?y MA50NE3ORO TOWNSHIP NEW HANOVER COUNTY, N.C. c 0 ProJects\HOLY CROSS EPISCOPAL CHURCH\dwa\TREE ToPnnwr_ co ?r JULY 1 1, 2008 LEGEND 100 0 50 100 200 O = IRON PIPE OO = SET IRON PIPE = CENTERLINE I INCH= 100 FEET ID = CONCRETE MONUMENT © PATRICK C. 13RI5TOW LAND SURVEYING, PC JULY 2008 MAIL = ISOLATED WETLANDS I I I y I I ? I ? F p0 It) UI ;I- LOCATION N WS E MAP I NOT TO SCALE I NIF FAULK DB 4705 PG 375 WETLAND DELINEATION BY SOUTHERN ENVIRONMENTAL GROUP, INC. TOTAL 51TE INFORMATION < '? ISOLATED WETLANDS 25,509 50 FT. 0.586 ACRES ± LG ?I UPLANDS 187,978 50. FT. 4.315 ACRES ± TOTAL ACREAGE 4.901 ACRES ± ? AL I Lo THIS POC?QQ 25,105 Sm ?D N/F ` GAINEY A J L I 0 L 1 L 12 m DB 669 PG 504 `F Lh THI 5 POCKET I `289 5Q. FT. TRACT I I TRACT 2 I I i I I N W E 1?17 S PATRICK C. BRISTOW LAND SURVEYING, PC 5653 B•1 CAROUNA BEACH ROAD WUMI dGFON, N.C. 28412 PHONE (910) 791.1500 FAX (910) 791.15M