Loading...
HomeMy WebLinkAbout20041536 Ver 1_Complete File_20040915OF W ATFR Michael F. Easley, Governor ? 9 ? ( ` r William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources .? Alan W. Klimek, P.E. Director Division of Water Quality August 23, 2005 DWQ # 20041536 Pitt County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Leon R. Hardee 3425 JC Galloway Road Greenville, NC 27858 Subject Property: Windbrooke Subdivision, Section 3 Juniper Branch [03-03-05, 28-101-6, C, NSW] NOTICE OF WITHDRAWL Dear Mr. Hardee: On September 15, 2004, you requested a 401 Water Quality Certification from the Division of Water Quality (DWQ) for your project. We wrote to you on September 20, 2004 discussing concerns that we have regarding the design of the project *and stating that it would be placed on hold for three weeks giving you time to address DWQ's concerns. As of today, DWQ has not received a response to this request. Therefore, your file is hereby considered withdrawn and will not be reviewed until DWQ's earlier concerns are addressed. Once you have collected sufficient information to have a complete application (please see our September 20, 2004 letter for the missing information), you will need to reapply for DWQ approval. This includes submitting a complete application package with the appropriate fee. Please be aware that you have no authorization under Section 401 of the Clear Water Act for this activity and any work done within waters of the state would be a violation of North Carolina General Statutes and Administrative Code. Please call Mr. Ian McMillan at 919-715-4631 if you have any questions or concerns. Permitting Unit cc: Washington DWQ Regional Office Washington Corps of Engineers Central Files File Copy Paul Farley, Land Management Group„ Post Office Box 2522, Wilmington, NC 28402 Filename: S:\2005 Correspondence\04-1536 Leon Hardee (Pitt) Withdrawal.doc 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Ralcigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / lntemct: h"p://h2o.enr.state.no.us/ncwetlands Nob'te Carolina Ntima!!y An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10`7o Post Consumer Paper d SGNd113M-0M0:3WUN 26892216%:-181 82:2T NOW b002-L2-d3S LAND MANAGEMENT GROUP, INC. .Environmental Consultants Post Office Box 2522 Wilmington, North Carolina 28402 RHONE No: 910-452-0001 FAX No: 910-462-0060 4E. Robert L. Moul Suite 14 Larry F. Baldwin Downey Branch Office Park W. Stephen Morrison 3805 Wrightsville Avenue G. Craig Turner Wilmington, NO 28403 PLEASE DELIVER'THE FOLLOWING DOCUMENT(S) TO: "I0?x o",, 7?3- 64t3 THIS TRANSMITTAL. IS FROM:' 4 L NUMBER OF PAGES (INCLUDING THIS COVER) DATE: 47 a TIME OF TRANSMISSION: L56 0 Sa TIME RECEIVED: ZO/TO 89dd 1N3W89VHVHQNd7 09e0Z9b0 6 1:3:5L b00Z/LZ/60 z •d SGNU-113M-OMO:3WUN 2G89Z21GTG:-181 62:2T NOW tb002-l2-d3S Land Wanagement la. roue, Inc. Environmenta(Consultants Post Office Box 2522 Wfmingtog, North Carolina 28402 (Downey Branc( Office Tar#, 3805 ,*Nyktsvif(eAvenue, Suite 15 14, Cmington, .5VC 28403 September 27, 2004 Mr. John Dorney NC DWQ 2321 Crabrtree Blvd. Suite 250 Raleigh, NC 27604 fax RE: Winbrook DWQ # 04-1536 Dear Mr. Dorney: (Phone. 910-02-0001 (Fax 910-452-0060 u,m w.Cm#r'oup. net I am in receipt of your letter dated September 20, 2004. We will address your comments as soon as possible. Please keep project on file. Thank you. Sincerely: Pa M. arley Wetland Scientist cc: Ken Malpass ZO/Z0 39dd 1N3W39dNdWQNd-I 0900Z9VOT6 TO:VT V00Z/LZ/60 Low" 0F W ATFRQ Michael F. Easley, Governor William G. Ross Jr., Secretary rolina Department of Environment and Natural Resources North Ca -? Alan W. Klimek, P.E. Director Division of Water Quality September 20, 2004 DWQ Project # 04-1536 Pitt County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Leon R. Hardee 3425 JC Galloway Road Greenville, NC 27858 Subject Property: Windbrooke, Section 3 REQUEST FOR MORE INFORMATION Dear Mr. Hardee: On September 15, 2004, the Division of Water Quality (DWQ) received your application dated August 22, 2004 to impact 60 feet of streams to construct the proposed residential fill. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. PCN Application and Maps a. Your current PCN proposes 10 feet of stream impacts with cumulative impacts of 60 feet but the plan shows stream impacts of 180 feet. Please clarify. b. Please provide plans that clearly depict the location of all buffers protected under the Tar- Pamlico Buffer rule, 15A NCAC 02B .0259 (see littp://li2o.enr.state.nc.us/admin/rules/) and any proposed impacts to these buffers. a. Please provide new PCN and updated plans that include Section X. 2. Mitigation a. Please be aware of all mitigation requirements for buffer and stream impacts as per DWQ requirements. Stream mitigation will be required for impacts equal to or greater than 150 feet of streams. Buffer mitigation will be required if the proposed road crossing exceeds 150 feet or 1/3 acre of buffer impacts. 3. Stormwater i-. a. Please show all stormwater outfalls and diffuse flow as required by the Tar-Pamlico Buffer Rules. One 401 Wetlands Certification Unit NNati ally 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919.733-6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper Leon R. Hardee Page 2 of 2 September 20, 2004 Please respond within three weeks of the date of this letter by sending this information to me in writing and Tom Steffens or Kyle Barnes of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Danny Smith or Mr. John Dorney at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, C ?A John Dorney, 401 Oversite / Express Review Permitting JRD/bs Enclosures: PCN Application cc: DWQ Washington Regional Office USAGE Washington Regulatory Field Office File Copy Central Files Paul Farley, Land Management Group, Post Office Box 2522, Wilmington, NC 28402 Filename: 04-1536 NVindbrooke Section 3 (Pitt) On Hold .Ganef Wanagement group, Inc. ?ij BnvironmentaCConsultants Post Office (Box2522 ZWifmington, Xorth Carolina 28402 Downey Branch Office ('arfi, 3805'Wrightsviffe Ucnue, Suite 15 Wifmingtot; NC 28403 August 22, 2004 Mr. John Dorney NC DWQ 2321 Crabtree Blvd Raleigh< NC27604-1160 RE Windbrooke Section 3 Crossing Request Dear John: WETLANDS /401 GROUP SEP 1 5 2004 WATER QUALITY SECTION I have enclosed seven copies of the application for the above mentioned crossing request. The crossing of Juniper Branch is necessary to provide access to otherwise inaccessible uplands. No wetlands will be affected, only the channelized tributary. Please feel free to contact me if you have questions. Sincerely: Phone: 910-452-0001 E c 910-452-0060 www. fmgroup. net 0ii 11 336 Paul M. Farley Wetland Scientist Office Use Only: Form Version May 2002 0:153.5 USACE Action ID No. 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 pro'ect: ? 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: 14 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 here: ? II. Applicant Information 1. Owner/Applicant Information Name: Leon R. Hardee Mailing Address:_ 3425 JC Galloway Road Greenville, NC 27858 Telephone Number: 252-756-7921 Fax Number: E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if th e Agent has signatory authority for the owner/applicant.) Name: Paul Farley Company Affiliation: Land Management Group Mailing Address: P.O. Box 2522 Wilminaton, NC 28402 Telephone Number: 910-452-0001 Fax Number: 910-452-0060 Page I of I E-mail Address:_ 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: Winbrooke Section 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): Parcel 54448, Tax Map # 5605.02 4. Location County: Pitt Nearest Town: Greenville Subdivision name (include phase/lot number): Winbrooke Section 3 Directions to site (include road numbers, landmarks, etc.): Take Hwy 33 west from Chocowinity. Go through Grimesland. Turn left on SR 1759. Go through Simpson. Turn left on SRf 2241 (Ivy road) Turn right on Mobleys Bridge Road. Turn right on Windbrooke Drive. Go to the end of the road. Tract is in front of you. 5. Site coordinates, if available (UTM or Lat/Long): 33° 32' 52" 77° 17' 32" (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): 7. Nearest body of water (stream/river/sound/ocean/lake): Juniper Branch which is channelized 8. River Basin: Tar/Pamlico (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: adjacent to existing residential and farmland Page 2 of 2 10. Describe the overall project in detail, including the type of equipment to be used: Proiect includes construction of 17 residential lots and related infrastructure includeing 1783 linear feet of streets (2.65 acres). Work will be completed to acceptable construction standards. Proposed impacts include a road crossing. Project boundaries prohibit completion without access 11. Explain the purpose of the proposed work: To allow for completion of residential subdivisions including a crossing of an unnamed tributary subject to buffer requirements 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. Wetland delineation approved by William Wescott and Tracy Wheeler of the USACE. 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. No further impacts are foreseen or proposed 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. 1. Provide a written description of the proposed impacts: A 10' x 60' crossing of the tributary to provide access to otherwise inaccessible uplands. Page 3 of 3 2. Individually list wetland impacts below: No wetland impacts. Crossing is of waters only. 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*** * List each impact separately and identify temporary impacts. 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. ** 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 httn://www.fema.gov. *** 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: 0.25 Total area of wetland impact proposed: 0.0 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please seci ) See map crossing -10' Juniper Branch -10 perennial * 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 wvvvv.uses.eov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, vvww.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 60 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Page 4 of 4 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 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. Tract has upland areas on other side of previously channelized tributarv which cannot be accessed without a crossing 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 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 Page 5 of 5 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 http:/ih2o.enr.state.ne.us/ncwetlands/strmgide.htm1. 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. Mitigation not proposed since impacts are less than one acre and impact less than 150' of stream 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.ne.us/wm/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): 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 ? Page 6 of 6 X1. 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 are 17 lots in the proposed subdivision. The tract is comprised of 29.41 acres or 1,281,099.6 sq ft. The proposed street area is 2.65 acres or 115,434 sq ft. Assuming 3000 sq ft of driveway and home cover per lot will leave a total impervious cover of 3.8 acres (166,434 sq ft) or a total of 13% of the tract. The property is currently vacant. 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 sewage disposal will be by individual septic systems approved by the Pitt Coun Health Department XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No 0 Is this an after-the-fact pens m 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). 7(zZ(,1 hl plicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 N 61 NOT TO SCALE Windbrooke Section 3 Pitt County, NC Land Management Group, Inc. Environmental Consultants Wilmington, N.C. ust 2004 Buffer Crossing Vicinity Map SCALE 1" = 2000' Windbrooke Land Management Group, Inc. Buffer Crossing Section 3 Environmental Consultants USGS Topo Map Pitt County, NC Wilmington, N.C. Greenville SE Quad March 2004 ?..,.. ? ?c •t-r? `,.•{?"? ??_.?? 1? ??r ??„ `!`??"' \?.? tlrr^a ?~..?•? - tlr.a j ?+????,_'y? Ct!r ?' ` "?.'?rl I '??+. •?_?1 )te to 13 l '4 t V ftrJl r ) f r 1 r? C??-"`?.?' ? tits t ` y p ,,r l.c 3 ff - I ? ..;;? +, r.: [3 y ?'? ,?•t' ; f?? f' }? *r [:c 4 1 'r,,?,j `.. f^_ yI` :idH ?J ?.,. t`? ? /'?...1 'n'nE3 f A. f r? '_ ?: it`.1 ', ;~`'?---?-?i*'.`?•.-.1 ?} t./, a -'. ?V_At 170 ??'1• f •'a(I cjt R y t (t ? ? /L)) I r . l ,? , t1 ?. i. I \'t;, ;j J. ?,., i ` ? '?.J ', r! `4 " ern A • j I lll'' 1 1 C, 3 SCALE 1" = 1320' Turtlewood Tract Land Management Group, Inc. Buffer Crossing Brunswick County, NC Environmental Consultants NRCS Soils Map Wilmington, N.C. March 2004 j N 61 ii i o. t 1 t t t ? Windbrooke Section 3 Pitt County, NC and Management Group, Inc. Environmental Consultants Wilmington, N.C. August 2004 Buffer Crossing Crossing Area 0.64 ACsI-- n Crossing Area 1"=100' . Windbrooke, Section 3 Site Plan Scale 1 200' 'A 'AS UTEA CMMATIQL 1TI!iFD W A'0 AFFRM D BY EASILM PILES 0.A CE MU E OF AW EP ma CE PAYEIEIT C:D ff.YEUfE EF DIM s1B BDTT01 BMX OF GITG ELSI CUMDE GF SVIE -1f- EXISTING C910.A --EE- PM-M CLYTZIA My IBS'En CAP CMMUTED PWTIC ME PIPE w CFLLIIED IET11 PIPE (Y IEIWc m I-.- PIPl . 1 1' . , . .. C3 WIS P WETLANDS 1401 GROUP SEP 1 5 2004 WATER QUALITY SE 10? .LandWanagement Group, Inc. EnvironmentaCConsultants Post Office (Box,,2522 Wilmington, North Carolina 28402 Downey Branch Office Park, 3805'Wizghtsviffe Uenue, Suite 15 Wirmington, NC 28403 August 22, 2004 Mr. John Dorney NC DWQ 2321 Crabtree Blvd Raleigh< NC27604-1160 RE Windbrooke Section 3 Crossing Request Dear John: (Thone: 910-452-0001 Ta.X. 910-452-0060 www. Cmgroup. net WETLANDS/ 401 GROUP SEP 15 ?00 WATER QUALITY SECTION I have enclosed seven copies of the application for the above mentioned crossing request. The crossing of Juniper Branch is necessary to provide access to otherwise inaccessible uplands. No wetlands will be affected, only the channelized tributary. Please feel free to contact me if you have questions. Sincerely: Paul M. Farley Wetland Scientist Office Use Only: Fonn Vcrsion May 2002 01! 5 3 6 USACE Action ID No. 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 pro'ect: ? 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: 14 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 here: ? II. Applicant Information 1. Owner/Applicant Information Name: Leon R. Hardee Mailing Address: 3425 JC Galloway Road Greenville, NC 27858 Telephone Number: 252-756-7921 Fax Number: 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: Paul Farley Company Affiliation: Land Management Group Mailing Address: P.O. Box 2522 Wilmington, NC 28402 Telephone Number: 910-452-0001 Fax Number: 910-452-0060 Page 1 of 1 E-mail Address:_ 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: Winbrooke Section 3 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): Parcel 54448, Tax Map # 5605.02 4. Location County: Pitt Nearest Town: Greenville Subdivision name (include phase/lot number): Winbrooke Section 3 Directions to site (include road numbers, landmarks, etc.): Take Hwy 33 west from Chocowinity. Go through Grimesland. Turn left on SR 1759. Go through Simpson. Turn left on SRf 2241 (Ivy road) Turn right on Mobleys Bridge Road. Turn right on Windbrooke Drive. Go to the end of the road. Tract is in front of you. 5. Site coordinates, if available (UTM or Lat/Long): 33° 32' 52" 77° 17' 32" (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): 29.41 7. Nearest body of water (stream/river/sound/ocean/lake): Juniper Branch which is channelized 8. River Basin: Tar/Pamlico (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: adjacent to existing residential and farmland Page 2 of 2 10. Describe the overall project in detail, including the type of equipment to be used: Project includes construction of 17 residential lots and related infrastructure includeing 1783 linear feet of streets (2.65 acres). Work will be completed to acceptable construction standards. Proposed impacts include a road crossing. Project boundaries prohibit completion without access 11. Explain the purpose of the proposed work: To allow for completion of residential subdivisions including a crossing of an unnamed tributary subject to buffer requirements 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. Wetland delineation approved by William Wescott and Tracy Wheeler of the USACE. 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. No further impacts are foreseen or proposed 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. 1. Provide a written description of the proposed impacts: A 10' x 60' crossing of the tributary to provide access to otherwise inaccessible uplands. Page 3 of 3 2. Individually list wetland impacts below: No wetland impacts. Crossing is of waters only. Wetland Impact Site Number (indicate on ma) Type of hnpact* Area of Impact (acres) Located within 100-year Floodplain** (es/no Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. 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. ** 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:/hvww.fema.p_ov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/salt,,vater 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: 0.25 Total area of wetland impact proposed: 0.0 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please s eci ) See map crossing -10' Juniper Branch -10 perennial * 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/straightcning, 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.us,,s.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, wtivw.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 60 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Page 4 of 4 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 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. Tract has upland areas on other side of previouslv channelized tributarv which cannot be accessed without a crossing 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 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 Page 5 of 5 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 http:/ih2o.enr.state.nc.us/ncwetlands/strm,gide.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. Mitigation not proposed since impacts are less than one acre and impact less than 150' of stream 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.ne.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): 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 ? Page 6 of 6 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 are 17 lots in the proposed subdivision. The tract is comprised of 29.41 acres or 1,281,099.6 sq ft. The proposed street area is 2.65 acres or 115,434 sq ft. Assuming 3000 sq ft of driveway and home cover per lot will leave a total impervious cover of 3.8 acres (166,434 sq ft) or a total of 13% of the tract. The property is currently vacant. 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 sewage disposal will be by individual septic systems approved by the Pitt Coun Health Department XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact pens n 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). 'J(zL(L X plicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 NOT TO SCALE Windbrooke Section 3 Pitt County, NC and Management Group, Inc. Environmental Consultants Wilmington, N.C. ust 2004 Buffer Crossing Vicinity Map r.5 V .. Cerra V SCALE 1" = 2000' Windbrooke Land Management Group, inc. Buffer Crossing Section 3 Environmental Consultants USGS Topo Map Pitt County, NC Wilmington, N.C. Greenville SE Quad March 2004 A,j {? c Z' ' i\ :.?-?;??, I. ?? ? y'••_. r..,.= 41'21??. -. ; ? 'rP a? 4y7`5.. )t e f l-r-r rt!'U S rte, ry Ur a 1 ?" 1"1-`` r= = ^u a s _ 41 'I , t rr ?j I ? trrC3 .. `Fi 4 yj? ?' ?_. "?_ fYr r VV / ? Id. t_a 111_x` .r iC fr i 4'ta:}? Il ij ,? /.? J .R ??,'•. `.f-\f •- .'may; L W• !!.. ..? .- ? r" "! tF it t ,:,,?U'?. '; Fx1 f Y.nU ?4 V SCALE 1" = 1320' Turtlewood Tract Land Management Group, Inc. Buffer Crossing Brunswick County, NC Environmental Consultants NRCS Soils Map Wilmington, N.C. March 2004 N 1 39 S 1 "0.1A 4 E ? "? -n1, 1 4 zn, W I C I CUSTOM Windbrooke Section 3 Pitt County, NC Land Management Group, Inc. Environmental Consultants Wilmington, N.C. August 2004 ?ASE?lENT Buffer Crossing Crossing Area Crossing Area 1"=100' . Windbrooke, Section 3 Site Plan Scale 1 200' f 1 ,a uEr e4 08 tall P yyq{' % $ N[iE VIER MUMUTICN. nI'J A-V APPENU 07 EASTEPS PIYS CCR CENTEdINE GF RM EP EOt CF PAMOr 0.O CENTMIX (IF aITCN Bu RMGW L" CF DITCH 0.57 C4YTEMn, IF SV1E -IF- EXISTING EdSTCl7 ---%- PRPM CLNTM NY INVEM CPIP CUMCATE) PWTIC IIAE PIPE dP CPUGlrta IETAL PIPE Fa? AFT. f3N fI r.-1- UNITED STATES POSTAL SERVICE • Sender: Please print your name, address, and ZIP+4 in this box • NC DENR Division of Water Quality Wetlands/401 Certification Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 First-Class Mail Postage & Fees Paid USPS Permit No. G-10 fs 1 ?tllt??!!l?l??Fl?tlill?llliltFtlI?l?i??!!ll??iiltll?Il!!!!?{f? a Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. o Print your name and address on the reverse so that we can return the card to you. ® Attach this card to the back of the mailpiece, or on the front if space permits. Article Addressed to: Leon R. Hardee 3425 JC Galloway Road Greenville, NC 27858 DWQ# 04-1536 - Pitt A. X \N ? \ i ? Agent Q/ ?d-Addressee B. Received by (Printed Name) C. to of Deliv D. Is delivery address different fro Item 1? Yes If YES, enter d very address below: ? No 2 P. 1c, 3. Service TypV t V l N Certified Mail ? Express Ma ? Registered LU Return Receipt for Merchandise ? Insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Fee) ? Yes 2. Article Number 7004 1160 0002 2706 5991 ? (transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 DWQ# Date Who Reviewed: Plan Detail Incomplete ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes.on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide cross section details showing the provisions for aquatic life passage. - ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater.management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. ? Please indicate whether or not the proposed impacts already been conducted. ; Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additiohal information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide copies of the application, copies of the site plans and other supporting information. Mitigation ? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. Al.* p oy i s 3 c ? -V -7/(6/0 cF o 1'7 "(ta "let PC-11V JL (4P10Z;V &F ,L( /L7 DW 5i v5 ,,2s ~ I I 1 a` ~ I ~ik. is yd - I I I of ~ I HARVEY I I ~ _ i STOKES I ~ 2ti~ ~ I D8 110 P 412 j 1 . - % I SINGLE FAMILY I j / I I / . i ° , r 1 i / I N 41 51 53 E 1 I TOTAL AREA.° ..................29.41 AC ~ ~ ~ ~ ' / I 36.66' I j / I 1 WAYNE STOKES PARCEL NUMBER ....................54448 ~ I I OB 353 P 796 ~ TAX MAP NUMBER .................5605.02 ' ~ / S 89°1B'oo°w i I / N p/° 1 I NUM ° • ° • . . . . . . . . . . ° e . • . • ° . BER OF LOTS 17 ~ / 22.86 Bg s9 11 e I FARM ,~~1 / ' 90' F I ~ LINEAR FEET IN STREETS.........1783 FT its i' 1 / AREA IN STREETS ................2.65 AC N / ~ ~,i' 20°38 ~ AREA IN OPEN SPACES, ~ lgef? / ° '35"W 138.03 , /Z, 1 5 22 RECREATION, ETC ................0.00 AC ~ .69 N N18° N3°1421W283 WAYNE STOKES 3 ~ d6~1/ p ~ ,i ~ /6 DB 353 P 796 ~ FARM I n S TS° S~ ~ ? i'~ 1B e1Y 1 ~ ~y s 6SS, ~ , wDIbED I s H~ N r dUDSON PORTER 9°s3, ~9e f001EIIP ft01D ~ MB 56 ° PG 155 ~ d 96y F~ s39 aar~rror 4r.o ~ By ~ i MB 57 ° PG B8 Fps ~ 1 SINGLE S6 fo0 IEIII iLQm ~ 69 ' ~ FAMILY a~rra ~ 0 4~ ~f 0 6 . 1 1"= 2000' ,5,x,4 wanEa waDDEa ,g6 .,.,.,.,,,,~„w rt,; ~ ~ 1 ~ i ~~~YI ~ ~°~~e I ' ~ ® '~E V,5 ,p0 ~ _ ~ q5 6 TEE ~ , 3' ; Vie. t ~ - 6'PLUG TAPPED 2' ~ s ~ "4 \ ~ \ N 4°20'44" ~ 2'POST NYORANT ! J e, - ` , ~ ' 9 324' ~ E 1067.34 100 IEIR f100D 1 / O s 3 } r ~ _ \ f a ~ : I`\ ~ t2o' , I, aEVAna a.o ~ dUDSON PORTER J / ~~4 ~a ~ r / ~ ~ \ = • ~ 1 120 I 6 ~ a: \ , `t ; c~ l 10' I j I Fy° i 237 t MB 56. PG 155. d MARVIN EVANS + ~ ` ! : PG 88 ' ' ` ~ ' ,I ~'6p' 4j: ELECiAICAI I - Sp ~ 207' MB 57, I A R T ~y,,~ EASEMENT 6 .V. 4~ ~ II . ~ ti _ ~ , DB 11 P 178 r'~r` ` ~ ; ; ' . ~"s ,a / ~ h , I F-, w U SINGLE .-1 v ~ ,~°°~,.1 4b 12t19D LF sD cMP s. I r. z i ~ '°9 ~ ~ ~ FAMILY i i'~ l - f N s FARM / ; ~ / ? SAM'-CUT d ~ N rD~ED ~~e~~~ ~ ~/qr v/-FES a 0.30% ~ I I~' d' ~ PROPOSED ~ t ~~O' ~ ice' / ~ i~~+ ' / fX~ ~ is ~ { $ `p ~ 38 ~ I ~i rF~~~ ~.,,r ' , I r s PYC waTER' r ~ x , . - \ i 9. Itb ,>'a ~ ~ I. I-_ ...MAIN , ~ ~ - . _ :r 39 • a 9B : :mo ,1.15 Ac; N ~ t 35 °I o I~ , , , ; / 3' . ! 64 LF 24"AC ~ ~,a 'BLS. A.64 AC N N. Q 34 ~ / ,f' r ~ / ~ ~ ~ ~ a 0.91 AC ,r r y. ~ ~ ~ 9)~ ~ ~ V ~ -0.91 AC ~ 'I , ~F L v~ '9'RlPRAP ~ ~~''0.64 AC . `v= ~ N IR ~ ~ r N w/ 121 FES v ~ 9 I, ~ ~ Ch I . , 0 r / . x ~'!q ` Q0.30X \ .g4~gs 'c~ / \',.rr>x tPrPS':r'~ifa~",y ~'ft I t_ l 0.81 AC ti r / t' j % S 6 1 ~,4 ; , / DEES ABBOTT ~ ~t,,:~,:.~ ~ ~ B ~ ~ r1s ~r ao... n ar I S+ I I a / E N 4'20 44 E r q~9F~ qy ~ 4FPfl6„te t ~ L: ~ 6 G.Y. 1 1 / ~ ~ l y ' 1' DB 1276 P 200 , ' AEIOIE ~ o - ' e ~ \ _ 5! 34.33 IC/U d \ I~. p, ~ cos 40 LF 24 ACP , Il.._~, , ~6.V . - ~ r/ 121 FES °ta° 6->E 4 I ~ ~ / ' ~ ~ ° ' ' ` 117) / SINGLE ; vasr xralAl/r - 30 f i' ` ~i' vv / FAMILY 1.12 AC 1 I ~T.; -p ~~,S;L _ 60 pP_ ~ ` a 0,30) desx'B'RtPaw I w Ir o°, ~ / ~ f 36.s~ _ ~b M6L lrRrm..... ..ts I • 1 D / 3D~', Sj M, ~>A; ( ~ ,I " q~~ ~r rmtxer "'..~s r I.. r N;; : U SON PORTER 80 LF 18 RCP `t l , 4 I ' ~ rmmRr~::.rrs r U I v/ 12! FES rr ti M8 56. PG 155. d / "6B .:,,~y' ; ' `5~ INV 43.6 ~ 117"\ staEalFPiR...l.4.}I r, x-.t, D.78% 1 ~Q`~. a s/ ~=ti 12 ' m~.. ...his ..Q ! MB 57, PG 88 / ~ \ ,f~ r -I~~i~ 15S1N~~E. AV / 1~i6) / A~ ~ ~ ',,:'y~ ~r - • fi r9".--` 1'6.V.. _ ~a~ ~ ~ IpIIM.~: ;INV 43 0T - . .I 46.56 a I s , 89' ~ ~ .~6~'65 f J'' ' $ INGLE / 6 . / \ ~ ` dUDIT t r;~' 6--x.' ~ -''r'RtPR~w= ~ , N 4'20'44"E~ 9T'(C/l) Et1D `'~a 33 1.75 AC ~t~ ~ ~ ~ ~ FAMILY ,,J~4 401E 24 ACP t to '1---=-:; _ \ 1 .f; r` I \ ~ \ DB 1280 P 540 \ ,,w, iN ~ v ~ ' ~ 1 `v ~ ~ `v Nraeaxr,~ \ G\ 6rv w/ (@1 FES s, ' ~ i>rr ~~o;RE...,.~ WINDBRO INV 46.8 \ I l % r ~ - t.3 its ~rrw.,..r.IPw. ~ OKE DRIVEn--- s`. / / i.'r L ~I Y 43.3 s u (60 PUBLIC R/W - / _ / .t.'..p ry"' ~ 0 ~ 2.95. _N 4.20'44'E 81.45' , r_ ~ ~ / 20 P I ' ~,;,r ~ i ~ ~,,a ' V ~ i I ~ i A i'~v v 1121 w Jy;, 70-~~ ~u:...-~~~~~.,~n Its 2 VYTI cc/u 55 / ' i " ~ u ~s. 276' / j I ~ J t 00 LF 30 RCPT `~-'k- t - y.. ' ~ Iv 5 -~Lltl FES ! ' AV. 426 , d,d.E,E.t.'.h.p :.L 9 1 \ ~>'r : !'1,- i x,18, I , ~ ~ ~ ; , . 1 i • `S 85.39' 10Nt ' ] . 8 0.2 -'`y-~-' _ 1~ ass' x RfP RSP S~ 445' ~ N 42 3 - is 9 + 6END5 P~± I I .t, ; j I 'i ; ' ~I~~®~®®~~ SINGLE i ' ' ~ g0~~~"•:162.T8 lC/Lt [NY 42. ! ; ~ txAiFrPrai~r l .a / / I ~ o . ; I auss'9'RrP I ; , \ r :RrAB,.sirer c ITTP) / • ' ~ 'b R!P \ S GfP1R..Il.f lM7E5 i a RfPIP,WO~~ N. '"I ~ L..,...,. LEANRi.......... /FFI t , - \ f0 J f i - , ArPiff., r _ELECTRICAI 0 e a f ~ IfWR AJ P1PF... fFBf I Rl PN0 :::6 t ? o \ % '"bi f ~ / Qy0 ~l~ - 4 rtunl Ri an....s6 r~r ~ ~ ~ rronr ~ ; a I b, • - slx~l...fss I ! rs OEp7R.,.lr t EASEMENT fir°,-- is ti sroa ssRm,..ts.A t s I rax............ 6 ~ 32 , ~ ~ I ravr ~ s. \ ; 1 , s'~ i'I I ~ I I I f / \ \ 113,) ~ ~ f~` 99e 0.83 AI 9e D.B3 AC PCSTA t I .i,. fW D ~ - _ +62.78' v I. \s`°'', I~, SPAfc EA.j a 31 • ' pQ. ~ j'~ ~ h~ I \ ` I I I I i i \ SINGLE ~ ~ 9os ~'B; ° J y N m . ~ ~ ~ t Pt,oai~,,, i~ius TAPPED 2' 2.44 AC o / t y e ,h I ry,. Os SA~DT a ~ ~ . 2'90'BEID ,~o I ' M' :r~o I i ` f` I I I ! I I 1 V ~ .•l't~ j I I I I i i \ \ FAMILY i ~ yv F~ 2Ba 2 ' , \ ~ 45 AC 2'POST NYDRAIR. _ / , BO REAFiVE c. `I. 10~ 100 YE FL000 PLAIN (fr h ~ I d/ EXlSTIND, m . ~ I ELECTRICAL-~_.- ~ ~ . - °1~~ 'i, 2 "1 A 9 ASPHALT EA ~ \f _ . , i ; \ f ' 1 , sEt4:Nr * , I . ; a`; ,~r~; / , m~, TERESA WOLF I ` ~Cf it~~ f r'` I I ~ j a a~e I I 1 y ~ .`i /~'a' ~ ;Y 9~ . ~ v I .r. ~,,.,,ra..~. v r A ~ I I ~ ' I v ` 111) r 1 I 9 I I~ .~I ` s / ~ P" , DB 1095 P 374 j 4 1 i \ ~ ~ ~ ; ~ 1 I I 1 ~ `,I ~ N \ 114,1 ; y S&M CUSTOM M CUSTOM ~ . ' ~ ~ ~ t ~ 2.13 AC ~.y~ ~ N '.4 rr SINGLE I t ~ 1 ! Iv v!~ 1 ` , ~ \ ~i „r' I ! ~I6~®®I~®®CTC~ , ~ ~ x , ` , , \ BUILDERS INC. ~ ~ ~ EO ~ A ~i;',! l t r,~ I I I I W 3 \V / i ~ s LDERS, INC. F 'v r FAMILY 1 11353 P 532 . ~ ~ ~ . ~ ~ ; \ . . I Ft a A~ \ ; I ~~~41®~I - PG~A~[~ ~1~® ' ~ I W. ~ -r , fv DB 1353 P 532 G~ ~ • 'iii' ~ _ I ~ I 'i I I Uc ~ ~a,~:R ~;~s `v ;r r I v lr~,~ ~ I I Y® I , i ~ v ~ ,y> v SINGLE ` ~ ~ \ ~''~.',~I~~®~~®~~ ~ 1.23, I 7221 I I 'i i Chi ` , \ FAMILY SINGLE t 5 "~•w. ~ ~ a i r ~ o, I \ \ ~ - B I I m \ , \ ~ ~ ~A .4r.. 121? I I i i i . ,~.j ~ 1\10,1 \ ~ .~~~'~IOPO - PbA~[~ ~~C~ 1 I I I 120) z= 1151 \ , ~ ~,f , r , J, I Irv I I 119,) 1 ; I x o \ .,~y ` \ ~ ~ \ A~~; f I I ~"a:~~ i i ~ I . I ~ ~ ; ' \ KELLY MOSER t 0 SrALE IN~ 46.OP ~~M ( ~ ~ 1 1 ) ` i I I , , - ; ' y"~ DB 1233 P 214 4 PVC rATER ` ` 9 , ~ ~ ~ \ ~ ~ r /r ' ~ _ _ ` MAIN \ 6°. ~ 30 ~ ~ ° ~ _ , r SINGLE \ \ ~ ' ~ = - _ _ - ~ - _ ~ I I i 91 FAMILY ~ - ~nt~ \5S`~`c~ `SCOTT 11ILKI;ISON o~ o \ ~ ,,r".HY ANT 4°45° ? ' - - ° 'i"" ~ F~ cat vv v 1 1.10 AC \ FE' -SEND` .f`' y \ 5,.43.. j5 r \ • • y . / \ ~ c~ T ~ s ~?1r I1Z7 Y~ +Tr;l--i~ , ~1.~'r \ o~'~ OB 1271 P 309 \ ~F. 1p~~ ti p ~ °Qj. 121'45' X55' m, j g -;`Ex fiD ~ ' s • I IN ~LL',j ~ -~^T'~L~ \ 18 s[NGLE , ~ (60 PUBLIC R/W - yLy~.:~~1__~~li~~~ 1 \ ; FAMILY kph ~ ,tA I 20'PV I I \ ~ / i- h ~ ~ ~ $ \ ~,.y ' MTI I I 1 \ WILLIAM FLOWERS \ y ' v`''' I ~ ~ 1 \ DB 1223 P 100 \ ~ ~ I 1 \ / , 4.09 AC ~ \ \ " ; ' ';y 12~ i I 1 1 7, \ SINGLE \ ~ ~ 131 I I I 1 \ FAMILY \ j ? \ 1a ~L , I I I 1 \ \ ' - ~ 1 1 - - _ - ~ ~r~, a~ r,; ~ , ~ ~ ~ AMY HOOD 1 1 Y~ ~4~ P~ a4 - , ~ - . , ~ ~ ~ ~ ~ ~ ~ ~ r ~ Ys ~o ~ : , : t i DB 1095 P 371 11 \ - ~EXISrINO ~ I ~ \ ~ - y~,..~ , ,1.35 AC ~ s . SINGLE 11 ~ ; ~-T-----,---r---- I ORAINAiE I Y~ 5~~ PO 9~9 , 1 0 \ ~ ~ ~ ` , ~ a ~ FAMILY I .n-.-.--_.• v t ~ 1 ' ~ ' 1 11 11 \ i ,L',1rL.~rf.1"~ ~ ~ i ~ / r ~ r T I 1 1 \ \ O - ~i _ Ni. ~ \ _ i ti s, 1 ~ \ i~ - r" -7-- \ \ 1 ; 1-r1_u- ~r`.:.~1~ r i~ ` f' . . ~~'-7 -r- J'7- - _ ~ . _.•.,4 t. 1' ' i 7 , 1 i--L.f-i`.~' ~1 Grp r i / f - wEr~ANns ~ ao~ c~0u~ 1 - j ~ • , _ - ,t ~ 1, 11 \ ~~~_L .[1 t.. 110' 110' i ~r ~y , ` 1 11 1 1 t ~t 1 ' v N 40 26'40"E I 232. _ ~ SEP 16 2004 r I t\ :3 _ 48.99 1 S 4'38'37"W 357.28' ' 1 111 1 WWDfD 1 i 1 11 11 L 1 1 S 5°1'35' 42 'rmam ~ v ~ WATER QUALITY S~ 1 W 381.20' \ , Y. ~T~O~' 1 ~ 1 1 1 1 • a _ 1 S 4 58 46 W 332.00' I 1 ~ 1 11 ~ t~ti~ 1 1 1 y A~EN~W ~ 4N- ~ 2' 20' 35"W 1 LARRY TUCKER ~ i 11 DB1312P154 58.20 ~ 1 1 11 11 1 FARM ' i I t 1 i 1 i 1 ~ HOWARD BURNS,dR 1 1 1 1 LEGEND ~ DB 214 P 259 ~ ~ ~ FARM I 1 i 11 1 ~ 1 I 1 ' 1 ' 1 1 CLR CENTERLINE OF ROAD I I EP EDGE ~ PAVEMENT ~ REVISION S ' i 1 CLD CENiERLinE OF DITCH 1 ~ 1 1 1 BBD BOTTOM BANK OF DITCH BY N0. DATE DESCRIPTION 1 ' 1 1 CLSW CENTERLINE OF STALE WKM 1 2/20/03 REVISE LOTS 1 1 1 ----~4--~-°- E%[ST1NG CONTQBi SEPTIC SYSTEMS NOTES: TOTES: -66- PROPOSEC CONTOUR 11 WATER PROVIDEI 11 WATER PROVIDED BY EASTERN PINES WATER C~IPORATION. INV INVERT CPLP CORAIIGAIED PLASTIC LINE PIPE 21 WATER MA]N DE'. 21 WATER MA]N DESIGN WILL BE SUBMITTED TO AND APPROVED BY EASTERN PINES CMP CORRUGATED METAL PIPE WATER CORPORA' WATER CORPORATION PRIOR TO CONSTRUCTION. RCP REINfOAC_~ CONCRETE PIPE DRAINAGE EASENENi (SEE PLAN FOR wIDTN) C/L PVwf. 31 SEWAGE DISPOSE 31 SEWAGE DISPOSAL WILL BE BY ]NDIVIDUAL SEPTIC SYSTEMS. DETAILED DRAINAGE LF LINEAL FEET ' PLAN MAY BE RI 60'R/w DEPARTMENT. PLAN MAY BE REQUIRED AFTER LOT EVALUATION BY THE PITT COUNTY HEALTH `i~.,.. ~ EXISTING. WOODS LINE TAX P ARCEL 54448 DEPARTMENT. -L/D- LIYlTS CF DISTURBANCE ~ 41 PR~ERTY IS LI 41 PR~ERTY IS LOCATED WITHIN THE EASTERN P1NE5 FIRE DISTR[C AND IS GENERAL GRADING DRAINAGE AND EROSION s, ~ , APPRO%1MATELY ~ 4; / q, '~n,, , r B 20 PAVEIENT B 8 APPROXIMATELY 1.0 MILES FROM THE EASTERN PINES FIRE DEPARTMENT. THE CLOSEST FIRE I otTa sNau.DER ~ sRO~oER otrcN SUBDIVISION AI CLOSEST FIRE HYDRANT IS LOCATED APPROXIMATELY 1. D MILES FROM THE CONTROL P L A N SUBDIVISION AND IS LOCATED ON IVY ROAD APPROXIMATELY 0.2 MILES t i 2'acsc NORTH OF THE ~ I TYPE t-2 WITH NCSR 224' NORTH OF THE INTERSECTION OF NCSR 1760 IMOBLEYS BRIDGE ROAD) ;!s),~ i WITH NCSR 2241 (IVY ROAD) C H ~R .°.,.°0 SECTION 3 ~~t; . 1'PEA FT. FT. t°PER FT. 51 ELECTRIC AND 51 ELECTRIC AND TELEPHONE LINES WILL BE UNDERGROUND. 61 ELECTR1CAl SEI iES ~ ~ ~ CHICOD TOWNSHIP PITT COUNTY NORTH CAROLINA 61 ELECTR1CAl SERVICE PROVIDED 8Y THE GREENViLLE UTILIT COYYISSION ~ Q • ~ s'aac 71 EROSION CONTRI SEAL S 71 EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TD ANY CONSTRUCTION ACTIVITIES. OWNER LEON R. HARDEE OESIGNED~ WKM WATER wtw 81 LOTS WILL BE ' #PE1i 81 LOTS WILL BE SOLD AS INDIVIDUAL LOTS AND WILL NOT BE RENTAL LOTS. YPICAL DITCH SECTION A-A T ' ~ ~ ADDRESS 3425 J.C. GALLOWAY ROAD TYP T f`AI CTRFFT CFf:T T f1N 91 A PORTION ~ 91 A PORTION ~ THIS PROPERTY IS LOCATED WITHIN A 100-YEAR FLOOD BgAN1ARY 1.. ('~D'L~L~T+TVTT T Li ~Tr 97t~~R DRAWN. JHT/YGH , . 1 r„ _ [N ACCORDANCE 'IN ACCORDANCE WITH FLOOD INFORMATION TAKEN FROM THE NORTH CAROLINA 1~ L' L'1`I Y 1L L L', 1`I 1 V V V FLOODPLAIN NN PHONE (252) 756 7921 FLOODPLAIN MAPPING INFORMATION SYSTEM. APPROVED: WKM 10) BOUNDARY AND ' 01 BOUNDARY AND TOPOGRAPHIC SURVEY BY PARKER AND ASSOCIATES LAND SURVEYING, 100 50 00 100 200 GREENVILLE, NI GREENV[LLE, NC. MALPASS & ASSOCIATES DATE 2/24/04 1645 EAST ARLINGTON BLVD., SUITE D GRAPHIC SCALE 1"= 100' llle6l-c~~ SCALE 1 100' GREENVILLE, N.C. 27858 WILLIAM K. MALPASS, P.E.18823 (252) 756-1780 FSHEET 1 OF 4 PROJECT N0. P-632 DRAWING NO. P632SKET.DGN M: d9n P600-P699 P632 P632C0N.d9,n _ , s~ a I , 1 ~ _ i HARVEY ~ _ I STOKES I 1 N ti ~ - I DB 170 P 412 I 1 ~ I ~ I - ~ I SINGLE FAMILY I I. TOTAL AREA ....................29.41 AC ~ / I N 41 51 53 E I PARCEL NUMBER ....................54448 ~ ~ ~ i i 3s.66 ~ WAYNE STOKES I TAX MAP NUMBER .................5605.02 ~ ~ I i D8 353 P 796 ~ $ ~ S 89°18'00"W N i 1 11°Sq~ I FARM 1 ~ ~ 22.86 g 1191 0 NUMBER OF LOTS ......................17 ~ IIj3 ~ 8.9~i f) LINEAR FEET IN STREETS.........1783 FT A1t!'s' ' I 1 AREA IN STREETS ................2.65 AC ,'f N i ~ 10°38, 9 1 AREA IN OPEN SPACES, ~ 4 F 11 i 5° 22' 35"W 138.03 RECREATION, ETC ................0.00 AC 1'tD~ ~ " .69' N N1~° N 3° 14 27 W 283 ds, a 1/ WAYNE STOKES DB 353 P 796 I ~e S 1 Q. FARM j 1 N S°S?~ 1 189, y s sgf ~ , WaDDED ~ 6 f ~ H ~y°S N i dUDSON PORTER `~9.s f00 tEAR f11Nn ~ M8 56, PG 155, d ~9 ateY~rra or.o 969 F2 E9 ~ f MB 51, PG 88 F j SINGLE IOD IEI11 ROm s6 Ectnlrrav o>:o ~ TSB 1 FAMILY '1.0 N~ 96, ~ = 1 MOOOfD NODDED 1 2000 ,36 EU r ! ~ . f pp f ~ 25 y,~ w v - 6 TEE ~ ~ ~ ~ ~ B~~IW TAPPED 2' +Iq f r ~ A `f~ ~ ~ ~ , ~ _ N 4°20' ' ~ 2'POST HYDRANT / S fir. ~ ~ z . r ~~324 ~ . 44 E 1067.34 f r I ~I`M ;i r \ ~ . 12D',, rw a~lllrra~.o4,~- dUDSON PORTER / 1''l l ' ~ I ,llj~r/ ~ ~ . , I ~ ~ i ~ ~ ~ ~ 120 ~ s , ~ ~ , '~4,~ , i ' f;\ ~ , ~ ~ . ~ , to' I F` I e,~ ; ; 231 : J MB 56, PG 155, d ? X99. 4~ , . , ~.ECretcAL I srq r' ~ 207' 1; ' ~ MB 57, PG MARVIN EVANS ~?'1;;~%~ ~ r - , ' h . r. I , ~ ~ i~~ ~ k, °..F~ EASEMENT ~ -.W ? % J ~ SINGLE DB 77 P 178 I y,% I ~ ~ ; /v / $ ~ ~ N of r ~ 't'o.7 ~o r2n4o ~F so•ctw's. I . ~ 1 ~ n ~ FAMILY NOE'D . 9~,~, wl~FES ®0.30X I ~ PROPOSED l FARM fir, , ~ r / 4 SAw-CUT d ~ $ ~ ~ ~ ~ J ~ ~,4f , I _ a °t 6'PVC WATEA~, ; ~ J r" ~ ` " ~ ~ I ~9. ~Qr -i~\ ~l W ~MA1N t 1, , ~p ~ o / i ~ ~~Y' ~ RfAtlYE 4 , - ~ ~ rr Y " EXISTlND ~ ~ 1 ri ~ ~ G. - ~ _ . a- 37 ~ I J ' ; y. 1 asrsacr ~y39 ~ ' ,r r ~ 39 3. 35 " ~y ~ ~7.. 11.15 AC;~ .,,0.64 AC °1 N. ° ~ i~ 34 ~ ~ i t ' tN i ~ ~ r r' i y t ` a~, - 0.91 AC ~b y; / , ~ ~ ~ ' 0.91 AC q, 64 LF 24"RC y . = rF~ ; : \ PRAT '0,64 AC a , ~w a N tm ' ~ a J N. / ~ ~ w/ (21 FES v 9 w T b m a~ 0 ~ 1 F , \ {g a 0.30Y '1'!b9 \ f ' . q~'E `0° t Al P/PE...1~T ~ I 1..0.81 AC J % ' r~ l i"' i ~ ~ . ' % DEES ABBOTT i 4 ~G I n Arm..,,n ~ 2 r- ~ I 1 a / ~.',r~.~- ..-N 4'20'44'E i d p>A° ~ i ~ ~~I`~ °>r~' ~Plx..aa ~ I - ~ 6~D.Y, 1 J / / 'i'ce ~ DB 1276 P 200 i A'FIOYE j/,~'c ; , i , rxtsrtAC 40 ~ 34.33'tC/LI ° .d \ i+~ a y ? , .1,...... roo 40_LF 24 ACP ~ - 4~ .Y. ~ " , ' ~ , - - . a ~ . ~ w/ l21 FES of k 4 -J- / - , ~ - "~~'V - 6D CAR ~ , . ~ ~ ; N. ~E-° ~ 1 p L'.'!D ~Z~. ST - , ,.'9 ns i'i....:::~s r ~ x 80 LF 18 ACP 1 N ~r JUDSON PORTER / ' , ; r r (171 I SINGLE , vusrNmr?Alr? ',j°- ' .i fi v ~ , ~ 1 Y 1.12 AC ~ %rt • ",pT . i I NV 38:6 ~ ~ a 0.30~j11~L aAU b RrPRAP I I J , H / , i,, 4 y j ) ,i< ~ _ U I wl (zl FES. r MB 56, PG 155, d / ' 1 ,f; j ; ;.y ~ FAMIL 1 ',~;t ~~r~e z"d'B .ri 51~ 1N 43.6 11111\ ~2 ' 'sraEOErIR...ltil r";' ~--@ O.T81 ~ 1J MB 57, PG B8 / i ' O. _ . - ~ iNY43 0 ~i,.> ..,I~ 46,5 D. I ~ 6 . , 4' v- ? lµ.--.r ~ _ ~ 8q~ ~ e ~ SINGLE ~ ~ ` , 6 ~4' `RIVRAa-- t , N 4.2a'~4•E~- yg;gT'tc/LI 33 ,,~f _ stp 1,75 AC /i FAMILY / . ,>t ~o~~,~ v / ~ J o ~~~Q ~I,~,~0 LF 24 ACP ~ t _ F~ \ ~C;~ 6~ w/ 121 FES s' ~ Q,rls ATPlRE.. 3 "'7 WIN 1NV 4 .60~ I / % \ ,if r` r : I . - / DB 1280 P 540 y , y n F ~h ~h . S, r r~slxArm. J.6ffEl• ~ ROOKE - ~nq t.3 ,pi v 43. ii. k • ;`(60 PUB RIVEn. a ~ ~ z~ / / ' . N 4.20 44 E 81.45' 1 ` .;1. u....,uW.,,,. o ICR/W - 20 PVMTI / i ~ ail -+1 r 2.95 / / ` , ? ~ rr yam/ I \ / r-~ 1 ~ I ~ ` rf r 1 f' I ~ ~ ~ % 1 /'~V ~ 1121 ' 1 20, aD; rC/L1 55 ! 276' I v 100 LF 30 RCP ~~S ~,u " , S, I ~ , '~-r•°-° r t \ .426 = r ~ :~i 1 ~ ,~1~ ~ t I '.18, . ~ vv vv . ~ ~~1 . 1 , INY 43.5 -~LI31 FES ~ \ I - u_u , 9 1 - 1~ 5 85 39 lb t ? 42.38 D.2 L ~_7-' _ ' aus b RIPR~r S 4 45' .v,~ j . _ t , ~1, ` ~ ;fir ; ~ 1' I I I ~ v SINGLE .f1 ~ r~~,' I ~i ~91~1~®~~®~~ `v FAMILY ,y: : i . , i~ ~j0 ..,162.T8'rC/L1 > , [NY 42. I`~ I c t \ S°TXAi `~..6 0 9 J ~ l~ % ~ ~ ~ p~p~ ' r ~ \ ~ E~,...i PFEr o 1 ~ / v _ o ~ / . QASS b'R1P RAPT • N. i f~55' b• RIP. ItEr b RIP \ -./lt~iN. I! J 1A17E5 e p \ J , ' t 2 L ~p~ ~ / IERCR6.........1p 5.6 10 2 1. t . , ~ ~ p ~ J y. i + I RfAIPIP£...LJ j I10 A(FIPF i ? r.. ,....ELECT_ ~ - \ p6 Lrb t' ~ ~ h... ( / I/OTXA(PIP6.. fEfr 1 P MID (m....i.3 + ~ I10 (bpop....f RICAL° 1 / ~1 : R0 j'b I / . 24 s~onlam....s61IFi. ~ snl~'arrm,..us.l I ~'s ~IN.,..lf f ~ \ EASENENT ~I a " ~ / a sRliEOEPN(....IJ.J I IOMS 6 ` ! '\1~ °"'°"~,,,mer ~ y -Cy ~ ( >,ra s ~ 32 6' i , rw n ~ , Ev L 31 - r ~ o,~~y.:m I , \ ,h ; y' I I `I r / 1 \ 1131 \ Ii ~ 9° 0,83 A( \V ,1~ ~ y, I I I ~ i ~ I 1 vv ~ d 0,83 AC Pc stA 1+62.1 ~ I ~ SPA~A 6A,+.\ a p. ( ~ b 9,~~: tii_ 78 0 ~ . e ! ; \i S' 4'6.Y. : a~p~ / m : I , ' I I I , I I 1 \ i~' " ~ 909 y . a m : ~ 0 4'PLIN; TAPPED 2' 2.44 AC o / h°4~ . .``h I SAN-CUT a f . ~\~F ti 2'90'BEIO K° / I vv ; : I I I I fl I v v SINGLE ~ F ~ \ \ ~ ' ~ ; , 1 1 I I I I \ FAMILY / ~ ~ 6~ F 2 ~ H 1.45 AC ~ ~ B R~M7YQ 1. '10, 100 YEA FLOQD PLAIN r ~ ~ ~ , \ 2 POST HYDRANT - ` / d ,0 fXlsTTNfh ~°o' I ELECTR ~ \ "1-?. , `'^4 i? `t 1~\ ~ i I ~ ~ ' ~ A V 7! r i , ( , I I w \ \ i in , y 9 ~ V , i ,t~> I I I ~~-~~~~~sr rI I 19~ \ v ii ~ ,y I-~ 1 ~ lCAI- 1 y.,~". h ~ I t; AsaNA~T EASEN:Nr ~ ~ ~ , . F • m TERESA WOLF I 9 11 ~ `'C ~ ~ / a ` DB 1095 P 314 I 1 ~ cP \ ; . r~y• , I I > 1 \ / iii i ~;v\ (~lli \ > I I I i i ~ q o A I'` v ; v ~:i v v r,~ 'v , f ~ f~ ~ I I ' ~ I I I ~ v 114,1 ~ ~~t. ,,r vv S&M CUSTOM ~ CUSTOM ~ ~ 1 , t 1 ~ ,1 4- 2.13 AC 4 r^. , l~.~r~ ~ ! J SINGLE I \ ; ~ ~ ~II~®~I~®® ~ I < , I w 1 / ~ BUILDERS, INC. LDERS, INC. 1 ~ " ; ~ of r~ ~ vv ! ~ FAMILY I N ~ ~ ~ `i.- . ~ v~ l , 1353 P 532 ~ '1~ 1~' ? ~ r~ ~ ~ ~g",~~ i v ' A~ v ''~l t ;r i' i ~[~C41®~ PbA~[~ Q~~ I I I wa 1v ~ ~y ~'.wc v DB 1353 P 532 \ A GB O~ r, yi' ~ I ~ ( ! i i I v ~ 1 ; ' % ,,w ~ ;~F4 dG46°+ SINGLE SINGLE 135 ~ . ~W ~ \ , ' ~ J \ \ ~ .I'(i ~I~©®~~©~~ 1~3, I I I I I ~ - \ ~ \ FAMILY \ ~ ~ 9 ./,~aa- 5r~ : r , I 1c'21 1 1211 I r'. ~ i , i i ~ _ , ~ \ ~ ~ : ~ ~ ` ~ 101 FAMILY ~ ' ~ ~a 30 ~ R~ ; \ / ; ~ o i fit)' s~~l~ul~~ II19Pl~ - pbA~~ ~ I I ~ I`~~1 , i'` I ~I r Zd 1~15i 11 ;~i ~i I~`,Y \ . , . ~ , ` ~ ' ! ! 1' o I I . ~ - ° I I 119,1 I ~ , x o \ . i ~~y \ \ ~o.~ ;y f~® ~~o P(~ 9~C ~ I I r n roc ~ I a ~ ~ y v ~ v r ~ t . , I ~a ,~N.Ir~_.. I ~ ; ~ , I ~ ' „i v KELLY MOSER `t ~ ROPOSED ` STALE 1NY /8. DD \~4 ~ \ ? f ~ / .1 I v ~ ~ G~ ~ f>I. ~ , I ~ ~ I 1 1 I , ; i , ~ ' v`v DB 1233 P 214 vv ~ \ \ ~ _ _ --L---~~- I I I I e~•'>r \ ,'~1 SINGLE ~ 5 \ ~ 2,90, 15~, ~ ~ , ~ \ \ \ `~l =-----------------=-J - - _ - _ 'L' - - ~ - _ ~ I I I ~ ~ \ ~9, ~ FAMILY ~ ~ ; - - 'r-=------- ~t \st`~'`I'~ ` SCOTT ?ILKINSON 0 a~. ,~'h ; ~ HYDRANT ~ ; ~ ~ ; ~Y . \ , ~ G \ \ \ ~ gym. i ~1:~ ft'T - - f' ~ DB 12T7 P 309 1.10 AC \ ~ FE ,BEND . - ,r`~ / \ , s,~.+~ t1~~+-l+~.I~IIL:.i~~tTR `1%„ 1 10 f6 \ \ ~ \ \ I ND n~~.1~IL' I,. . r~r-~-.-. ~:r-~*rrL~~ 1 8, \ SINGLE \ .'L A ' ~ 160 PUBLIC R/W - I 1-'yy~=`1=="^~j~,u 1 1 \ FAMILY ~Ah , ~ ~ ' I 20 PVMT1 I WILLIAM FLOWERS \ v , ~S I I 1 1 v 5 ' I ~ ~ l 1 DB 1223 P 100 \ 1 ~ ~ . ~*ly I (31 I I ~ 1 - ; SINGLE \ ~ ~ I ~ ~ I 1 FAMILY v IIDr1QED ~ . I % 1 ~4; I ~ 1 161 1 1 \ . ~ I I I I ~ ~ w j ? AMY H00 ~4o P~ ~4 ~ ' I ~~C41®~ 410 ° PbA~C~ 4~C ? ` _ . . X16 ` 'N ,e - ' g4tp: 9a~ ' ~ DB 1095 P 371 - _ . 1.04 AC ~ .1.35 AC ? i ~ 1 ~~Ztsttuc o i 1 1 ~ - _ _ . _ _ DRAINAGE 1 1 1 , ~ ~ _ _ ~ ~ N'. SINGLE 1 l 1 , -N1i--~.N ~`r % f'~ f`~'~~~j ,~~I _rT-T'7- I I 1 0 ks ~ ~ $ ~ ? FAMILY - ~ ~ C ~ 5,, _ 1 ` I ` - t I s I j, I - Q, , ~ ,m - 110' ; ° n , 1: ~ ? ` N 40 26`40 E ~ 232.' ~ ~ ~ 1 1 1 , S 4°38'37' 1 48.99 ` ~ i ,1; 1 W 351.28 B2 - ~ ~ 1 1 HOODED ~ , IrcaDFa 142' - - 1 I S 5°i' ' , MlA~B b U, I ~ 1 1 , 35 W 381.20 ' ~ i I 1 v~_ t ~ 1 , ~ S ~ 1 = i w~- 1 4 58 46 W 332.00' I I ~ ~ ~ I 1 I , n ~ ; 1 LARRY TUCKER 8~E1Nr~A01~0 ~ 2' 20' 35"W 1 I( DB1312P154 58.20' 1 11 I ( ~ FARM I1 I 1 1 I i 1 ( ( I , ( 1 ~ HOWARD BURNS,JR ( ~ I ' LEGEND ~ DB 214 P 259 1 , i ~ i 11 1 ~ FARM 1 ~ i 1 I CLR CENTERLINE OF ROAD I I I I 1 t ~ I EP EDGE OF PAVEMENT i REVISION S I ~ ~ 1 i ~ ~ CLD CENTERLINE OF DITCH 1 ~ BBD BOTTOM BANK OF DITCH BY N0. DATE DESCRIPTION I 1 1 1 I ( CLSW CENTERLINE OF SHALE WKM 1 2/20/03 REVISE LOTS -----i'd----- E%[ST[NG CONTDUR SEPTIC SYSTEMS I NOTES: TOTES: -66- PROPOSED CONTOUR 11 MATER PROVIDEI 11 MATER PROVIDED BY EASTERN PINES WATER CORPORATION. 1NV INVERT CPLP CORRUGATED PLASTIC LINE PIPE 21 WATER MAIN -0E' WATER CORPORA' 21 WATER MAIN DESIGN WILL BE SUBMITTED TO ANO APPROVED BY EASTERN PINES CMP CORRUGATED METAL PIPE WATER CORPORATION PRIOR TO CONSTRUCTION. RCP REINFORCED CONCRETE PIPE DRAINAGE EASEMENT (SEE PLAN FOR W[DTNI C/l PVNT. 31 SEWAGE D[SPOSI I PLAN MAY BE RI 31 SEWAGE DISPOSAL WILL BE BY INDIVIDUAL SEPTIC SYSTEMS. DETAILED DRAINAGE LF LINEAL FEET PLAN MAY BE REQUIRED AFTER LOT EVALUATION BY THE PITT COUNTY HEALTH E%[STING WOODS LINE TAX PARCEL 54448 ~ DEPARTMENT. 60 R/N DEPARTMENi. -{./p- LIMITS CF D15TURBAiH;E I 41 PROPERTY IS LI 41 PROPERTY iS LOCATED WITHIN THE EASTERN PINES FIRE D[STRIC AND [S GENERAL GRADING DRAINAGE AND EROSION f° .1 ~ APPRORIMATELY ~ ~ 9 r 4. ~ ~ e 8 2a PAVEN:NT e e CLOSEST FIRE I APPRO%1MATELY 1.0 MILES FROM THE EASTERN PINES FIRE DEPARTMENT. THE CONTROL P L A N CLOSEST FIRE HYDRANT 15 LOCATED APPRO%1MATELY 1.0 MILES FROM THE ~ DiTal SNWLOER ~ sxaucDEA mT~R SUBDIVISION AI SUBDIVISION ANO IS LOCATED ON IVY ROAD dPPRO%IMATELY 0.2 MILES I 2'aese NORTH OF THE ~ TYPE i'Z WITH NCSR 224' NORTH OF THE INTERSECTION OF NCSR 1160 IMOBLEYS BR10GE ROAD) NII WITH NCSR 2241 (IVY ROAD) I N CA °....4 SECTION 3 1'PEA FT• 1~iPER FT. I~QPER FT. ~ t°PEA FT. 51 ELECTRIC AND f 51 ELECTRIC AND TELEPHONE LINES W[LL BE UNDERGROUND. ~ f ~ 0~ ,U , ~;T ~ 6' ~ s~` 4'T qt1 61 ELECTRICAL SEI I I Y THE GREENVILLE UTILITIES COMMISSION, : Q~ CHICOD TOWNSHIP PITT COUNTY NORTH CAROLINA 61 ELECTRICAL SERVICE PROVIDED B 0 71 EROSION CONTRI raTER SEkL 11 EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITIES. OWNER LEON R. HARDEE DESIGNED WKM wiN 81 LOTS W1LL BE ' #PE16~ 81 LOTS WILL BE SAD d5 INDIVIDUAL LOTS AND WILL NOT BE RENTAL LOTS. YPICAL DITCH SECTION A-A T 's• ~ FN ADDRESS 3425 J.C. GALLOWAY ROAD DRAWN JHT/YGH F THIS PROPERTY 15 LOCATED WITHIN A 100-YEAR FLOOD BOUNDARY IN ~ ~MT~~N ~ - - - Gi~FFNVTT.T,F. NC 27x58 TYPICAL STREET SECTION 91 A PORTION OF_ IN ACCORDANCE IN ACCORDANCE WITH FLOW 1NFUiMAIIUN IAKLN MM INt NUIIH UANULINA v FLOODPLAIN MAI FLOODPLAIN MAPPING INFORMATION SYSTEM. PHONE: (252) 756-7921 APPROVED: WKM 11h 10) BOUNDARY AND ' 101 BOUNDARY AND TOPOGRAPHIC SURVEY BY PARKER AND ASSOCIATES LAID SURVEYING, GREENVILLE, NC. 100 50 00 100 200 GREENVILLE, Ni DATE 2/24/04 MALPASS & ASSOCIATES iiiii GRAPHIC SCALE 1"= 100' 1645 EAST ARLINGTON BLVD., SUITE D ~~406-~ SCALE 1 100' GREENVILLE, N.C. 27858 (252) 756-1780 WILLIAM K. MALPASS, P.E. 16623 1 f SHEET 1 OF 4 PROJECT N0. P-632 DRAWING NO. P632SKET.DGN M: d n 600 699 632 632C0N.d n