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HomeMy WebLinkAbout20020020 Ver 1_COMPLETE FILE_20011211FWATF \OMichael F. Easley Governor r William G. Ross, Jr., Secretary > ?? North Carolina Department of Environment and Natural Resources awl Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality January 24, 2002 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. C. Donald Cann CHC Properties 1671 Upper Armstrong Ford Road Belmont, North Carolina 28012 SUBJECT: 401 Water Quality Certification Cramer Woods Phase II Gaston County DWQ # 02 0020 Dear Mr. Cann: Mr. Pete Colwell with this office has been working with your engineer, Mr. Donald Smith of Robinson & Sawyer on the application package for Cramer Woods Phase II in Gaston County. This office understands that the US Army Corps of Engineers has requested that the stream impacts be divided into two Nationwide Permits #14 and #39 for their review. Also the total streams impact were not accurately shown in the original application. It is our understanding that Mr. Smith will be submitting a revised application package for the project. This letter is to inform you that the project DWQ # 02-0020 will be placed on hold until the revised application is received in the Wetlands Unit Office in Raleigh. At that time the review time clock will be started again. if you have any questions regarding this matter, please contact me at (704) 663-1699. Sincerely,i Peter B. Colwell Environmental Specialist cc: Doug Miller, DLR MRO John Dorney, DWQ Steve Chapin, USACOE i ri IT: V, MR0 Comments i Subject: Re: MRO Comments Date: Tue, 29 Jan 2002 15:25:09 -0500 From: Cyndi Karoly <cyndi.karo1y@ncmai1.net> To: John Dorney <john.dorney@ncmai1.net>, mike.horan@ncmail.net Mike, I've pulled these already and processed them. John Dorney wrote: > pete - please also send these in the future to mike horan. cyndi - ply e > let mike know if you have pulled these files, if not mike can do so. tsnkx > > Peter Colwell wrote: > > MRO comments for the following projects are now in filemaker: > > Lake Norman Swim Beach; 01 1827; Tredell > > Gregory Tate; 01 1837; Gaston > > West Gastonia Boys and Girls Club; 02 0055; Gaston > > Mallard Creek Village; 01 1896 (01 1096); Mecklenburg; will now require > > mitigation > > Donald Cann, CHC Properties; Cramer Woods Phase-T2; 02 0020; Gaston > > Co.has been put on hold from this office. They will be sending in a > > revised application package. > > Pete > > Pete Colwell ?Pete._Colwell@ncmail.net > > $TITLE$ > > North Carolina Dept,-of Environment & Natural Resources . > > Div. of-Water Quality . : > > 919 N. Main St. > > Mooresville, NC 28115 > > Ph: 704.663.1699 Fax. 104.003.0040 v ' Xa V _ w? f ? `K 1 of 1 - 2!7102 10:30 A F W ATF Q R Michael F. Easley \O? QG Governor Uj William G. Ross, Jr., Secretary Department of Environment and Natural Resources 4 `C Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality February 27, 2002 DWQ# 02-0020 Gaston County C. Donald Cann CHC Properties 1671 Upper Armstrong Ford Road Belmont, NC, 28012 APPROVAL of 401 Water Quality Certification and Catawba River Buffer Rules with Additional Conditions Dear Mr. Cann: You have our approval, in accordance with the attached standard conditions and the special conditions listed below, to place fill in 0.005 acre of wetlands and 385 linear feet of intermittent and perennial streams in order to expand the Cramer Woods Subdivision in Gaston County, as described in your application received by the Division of Water Quality on December 19, 2001 and in additional correspondence received January 30, 2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Numbers 3289 and 3287, which can be viewed on our web site at htto://h2o.enr.state.nc.us/ncwetlands . This approval is also valid for the Catawba River Mainstem and Lake Buffer Protection Rule (15A NCAC 2B .0243). This Certification allows you to use Nationwide Permit Numbers 14 and 39 when issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions listed below: 1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 4011Wetlands Unit web site at http:/fh2o.enr.state.nc.us/ncwetlands ; 2. Stormwater runoff from the proposed subdivision shall not be piped directly to streams but instead shall be stopped. short and allowed to diffuse through rip rap or similar means; 3. Project construction shall strictly adhere to the erosion and sediment control measures to prevent further impact to streams. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings,. P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Pete Colwell in the DWQ Mooresville Regional Office at 704-663-1699 or Cyndi Karoly at 919-733-9646. J. Th North Carolina Division of Water Quality, 40,1 Wetlands Ce ificatiT Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailin Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) J MEMORANDUM TO: John Dorney Regional Contact: Non-Discharge Branch WO Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name C. Donald Cann County Gaston Project Number 02 0020 County2 Recvd From APP Region Mooresville Received Date 12/19/01 Recvd By Region Project Type Residential Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prime Supp. Basin Req. Req. ME 105.00 280.00 147 39 F__ O Y O N F__ F 11-130 ?F- 30,837. F_ 586.00 F --I Miticiation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y 0 N Did you request more info? Q Y O N Have Project Changes/Conditions Been Discussed With Applicant? O Y O N Is Mitigation required? O Y (ON Provided by Region: Latitude (ddmmss) Recommendation: O Issue 0 Issue/Cond O Deny Longitude (ddmmss) cc: Regional Office Central Office Page Number 1 Date: 0l -?' To: ?RRO Steve Mitchell ?FRO Ken Averitte ?WaRO Deborah Sawyer ?WiRO Joanne Steenhuis ?WSRO Jennifer Frye ?ARO Mike Parker i1RO Pete Colwell Triage Check List Project Name C{ "Y)? 4QC/& oe,,4 /C- DWQ Project Num4er County ?a S From: moo/( Telephone (919) 733- The file attached is being forwarded to you for your evaluation. 'Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USGW topo maps tinimization/avoidance issues ? Buffer Rules (Neuse, Tar-Pamilco, Catawba; Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concerns Comments_. ee-v(se-o ` r w ® North Carolina Wildlife Resources Commission Charles R. Fullwood, Executive Director MEMORANDUM TO: John R. Dorney, Division of Water Quality Dept. of Environment and Natural Resources FROM: Ron Linville, Regional Coordinator Habitat Conservation Program DATE: February 8, 2002 SUBJECT: Review of a 401 Application by Donald Cann for CHC Properties, Cramer Woods Subdivision, DWQ 020026 (?), Gaston County The applicant is requesting 401 Water Quality Certification from the North Carolina Division of Water Quality. The NCWRC has reviewed information provided by the applicant, and field biologists on our staff are familiar with habitat values of the project area. These comments are provided in accordance with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish'and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d). The project includes culverting three (3) streams for road crossings. In order to ensure aquatic life passage, culverts 48" or larger should be buried (below the thalweg) approximately 1' into the streambed. Culverts less than 48 inches in diameter should be buried to a depth equal to or greater than 20% their size to allow for aquatic life passage. Multiple barrel culverts should be placed so that only one barrel receives base flow while additional barrels receive only stormwater flows. The base flow (stream receiving) barrel should reconnect to floodplain benches in manner to prevent widening or shallowing of the stream. Any riprap utilized must be minimized so as not to interfere with aquatic life passage. Thank you for the opportunity to review and comment on this project. If you have any questions regarding these comments, please contact me at 336/769-9453. Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721 Telephone: (919) 733-3633 ext. 281 • Fax: (919) 715-7643 c R R BINS N & S SAWYER, 1 N C ¦? CONSULTING ENGINEERS & LAND SURVEYORS ?A EST. 1962 707 E. SECOND AVE. ¦ GASTONIA, NORTH December 19, 2001 1NA 28054 ¦ PHONE: l- o ¦ FAX: 704-864-2276 Mr. John Dorney Division of Environmental Management NCDENR 1621 Mail Service Center Raleigh, N.C. `27699-1621 RE: Revised Application DWQ 02-0020 Cramer Woods Subdivision, Gastonia, NC Pre-Construction Notification Application Robinson & Sawyer, Inc. is resubmitting on behalf of CHC Properties two Pre-Construction Applications for your review and approval. We are resubmitting at the request of Mr. Steve Chapin with the COE, Ashville Regional Field Office. Mr. Chapin requested that we make separate submittals for coverage under NWP 14 and NWP 39. We are transmitting with this letter the following items: • Seven Pre-Construction Application Forms (NWP 14) complete with attachments. • Seven Pre-Construction Application Forms (NWP 39) complete with attachments. s Based on conversations with Mr. Pete Colwell in the Mooresville office, we understand that no additional application fee is required. We appreciate your assistance and patience in this matter. Should you have any questions or comments please do not hesitate to call me. Sincerely, Robinson & Sawyer, Inc. Donald D. Smith, PE President CC. Asheville Regulatory Field Office t - 1_1?1 .1 z?) Office Use Only: -orm Version Octobcr 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ? Section 10 Permit 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: 39 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 (see section VIII - Mitigation), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: C. Donald Cann for CHC Properties Mailing Address: 1671 Upper Armstrong Ford Rd. Belmont, N.C. 28012 Telephone Number: 704-825-9470 E-mail Address: 2. Agent 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: Company Affiliation:_ N/A Mailing Address: Telephone Number: E-mail Address: Fax Number: 704-829-7913 Fax Number: Page 5 of 5 T 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 Tnaps 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 I l 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: Cramer Woods Subdivision, Phase II 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): Part of 15-65A-8, 15-65-1.01, and 15-65-1 4. Location County:Gaston Nearest Town: Gastonia Subdivision name (include phase/lot number): Cramer Woods Subdivision, Phase II Directions to site (include road numbers, landmarks, etc.): Go south on NC 279 from Gastonia and turn right on Cramer Woods Dr. (1200 feet south of Cramerton Rd (SR 2490) ). Take 3rd left onto Old Town Lane. Old Town Lane dead ends into property. 5. Site coordinates, if available (UTM or Lat/Long): (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. Describe the existing land use or condition of the site at the time of this application: Site is currently wooded 7. Property size (acres): 57.8 acres 8. Nearest body of water (stream/river/sound/ocean/lake): Catawba Creek 9. River Basin: Catawba (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http:Hli2o.enr.state.nc.us/admin/maps/.) Page 6 of 6 V 10. Describe the purpose of the proposed work: Development of a residential subdivision. (91 lots) 11. List the type of equipment to be used to construct the project: Bul l dozer, track hoe and pan 12. Describe the land use in the vicinity of this project: Property to the northeast is residential, all other surrounding property is undeveloped. 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. No prior determinations and/or permits 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: Additional property may or may not be developed in the future. The size of this phase (Phase II) is based on land availability and anticipated market VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 7 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** cs/no Distance to Nearest Stream lincar feet Type of Wetland*** /fill 0,005 No 20 Riparian • List each impact separately and identify temporary impacts. Impacts include, but arc 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 arc available through t1le FEMA Map Service Center at 1-800-358-9616, or online at htty://www.fcma.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.) List the total acreage (estimated) of existing wetlands on the property: 0 - I Ac - Total area of wetland impact proposed: 0.005 Ac. 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact lincar feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? plensc specify) 2 Culvert 150' Trib. of Catawba 2' Intermittent 3 Culvert 130' trib. of Catawba 2' Intermittent * List each impact separately and identify temporary impacts. Impacts include, but arc 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/straighlcaing, 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 U'I' (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.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com, www.manaucs(.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 280' 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Arca of Impact acres Name of Watcrbody (if applicable) Typc of Watcrbody (lake, pond, estuary, sound, bay, ocean, etc. N/A * List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation N/A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream Describe the method of construction (e.g., dam/embankment, excavation, 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. Proposed subdivision streets and lots were laid out to cause the least impact possible to existing wetland and drainage features. Land costs and development cost dictate a certain density of development. Proposed lots be up to existing drainage features where possible. 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. ? wetlands installation of Page 9 of 9 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at littp:Hli2o.enr.state.nc.us/ncwctlaiids/strmgide.litml. 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 casement, ctc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. - - N/A 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWR.P, check the NCWR.P websitc at litl1):Hli2o.cnr.s(aic.iic.tis/wrl)/iiidex.11tn,. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: N/A Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 10 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ? No Fx1 If yes, does the. project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 tile 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 ?Q If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact s uarc feet Multiplier Required Mitigation I 3 2 1.5 Total Zone 1 extends out 30 feet perpendicular from near bank of channel; "Zone 2 extends an additional 20 feet from the edge of Zonc 1. Page I I of I I 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 identi fied within 15A NCAC 2B .0242 or.0260. XI. Stormwater (DWQ Only) 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. Existing site is undeveloped. Proposed site will have 4 acres of public streets plus 91 sinale familv dwellinas which will result in approximately 17% impervious after development. All outlet structures have energy disipators XII. Sewage Disposal (DWQ Only) (ri prap ) 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. A public sanitary sewer outfall runs along the lower boundary of the property. Public svstem will be extendina to serve each lot of the proposed subdivision. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No f'I Is this an after-the-fact permit application? Yes ? No I 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). 1'agc 12 of 12 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 4754 Jl NW MRO Comments Subject: MRO Comments Date: Fri, 25 Jan 2002 16:00:22 -0500 From: Peter Colwell <Peter.Colwell@ncmail.net> Organization: NC DENR - Mooresville Regional Office To: cyndi karoly <cyndi.karoly@ncmail.net>, John Dorney <john.dorney@ncnail.net> MRO comments for the following projects are now in filemaker: Lake Norman Swim Beach; 01 1827; Iredell Gregory Tate; 01 1837; Gaston West Gastonia Boys and Girls Club; 02 0055; Gaston Mallard Creek Village; 01 1896 (01 1096); Mecklenburg; will now require mitigation Donald Cann, CHC Properties; Cramer Woods PhaseII; 02 0020; Gaston Co.has been put on hold from this office. They will be sending in a revised application package. Pete Pete Colwell - Pete.Colwell@ncmail.net %TITLE% North Carolina Dept. of Environment & Natural Resources Div. of Water Quality 919 N. Main St. Mooresville, NC 28115 Ph: 704.663.1699 Fax: 704.663.6040 Pete Colwell <Peter.Colwell@ncmail.net> %TITLE% NC DENR - Mooresville Div. of Water Quality Re: 1/23/02, MRO Tracking Notice Subject: Re: 1/23/02, MRO Tracking Notice Date: Thu, 24 Jan 2002 09:54:54 -0500 From: Peter Colwell <Peter.Colwell@ncmail.net> Organization: NC DENR - Mooresville Regional Office To: Cyndi Karoly <cyndi.karoly@ncmail.net> CC: rex.gleason@ncmail.net,john.domey@ncmail.net Cyndi, We've tracked these down and they had gone to Mike Parker for review. I am working with the Donald Crum, CHC Properties 02-0020. The COE had put it on hold. I have reveiwed the application with the engineer and they had mis calculated their stream impacts by putting in pipe lengths instead of the actual stream impact which was considerably less in this case. The COE has also requested that he split the impacts into NW 39 and NW 14. The engineer will be submiting a revised application package within a week. Mike should be getting comments on Tate application out to you this week. Pete Cyndi Karoly wrote: > Hi Pete > Below is this week's 401 Tracking Notice for the Mooresville Regional > Office. The Central Office has not received your recommendations for > these projects as of January 23, 2002. If you have not received any > application, please let me know and I will fax it to you. Please take > note of the date received in the Central Office and the 60-day clock > projection. If we do not have your comments by two weeks before the > clock expires, we may have to prepare the 401 without incorporating your > comments, in order to avoid waiving the 401. Two weeks from today, the > application will be forwarded to the appropriate Central Office staff > member (Todd St. John) if we do not have Regional office comments by > then. The CO staff will then consult you if time allows and make a > recommendation on the 401 to John Dorney. > TRACKING: > 401 Applications: > DWQ No. Project County Permit Type Received Expires > 02-0020 C. Donald Cann, Gaston Co., NW14 12119101 2/17/02 > 01-1837 Gregory and Robin Tate, Gaston Co., NW14 12114101 2112102 > Please use the staff recommendation sheet in File-maker Pro, and then > notify me that the report has been filed. My e-mail address is > Cyndi.KarolyOncmail.net or you can call me at 919-733-9721. > There are no tardy projects for your region this week. > Thanks very much for your attention. Pete Colwell - Pete.Colwell@ncmail.net %TITLE% North Carolina Dept. of Environment & Natural Resources Div. of Water Quality 919 N. Main St. Mooresville, NC 28115 Ph: 704.663.1699 Fax: 704.663.6040 I of 2 v Office Use Only: Form Version October 2001 USACE Action ID No. DWQ No. 4, V & ' , If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. - 1. Processing Check all of the approval(s) requested for this project: X? Section 404 Permit ? Section 10 Permit [?] 401 Water Quality Certification ? Riparian or Watershed Buffer Rules II. 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 (see section VIII - Mitigation), check here: ? Applicant Information 1. Owner/Applicant Information Name: C. Donald Cann for CHC Properties Mailing Address: 1671 Upper Armstrong Ford Rd. Belmont, N.C. 28012 Telephone Number: 704-825-9470 Fax Number: 704-829-7913 E-mail Address: 2. Agent 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: Company Affiliation:_ N/A Mailing Address: Telephone Number:- E-mail Address: Fax Number: Page 5 of 5 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 I I 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: Cramer Woods Subdivision, Phase II 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): Part of 15-65A-8, 15-65-1.01, and 15-65-1 4. Location County: Gaston Nearest Town: Gastonia Subdivision name (include phase/lot number): Cramer Woods Subdivision, Phase II Directions to site (include road numbers, landmarks, etc.): Go south on NC 279 from Gastonia and turn right on Cramer Woods Dr. (1200 feet south of Cramerton Rd (SR 2490) ). Take 3rd left onto Old Town Lane. Old Town Lane dead ends into property. 5. Site coordinates, if available (UTM or Lat/Long): (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. Describe the existing land use or condition of the site at the time of this application: Site is currently wooded 7. Property size (acres): 57.8 acres 8. Nearest body of water (stream/river/sound/ocean/lake): Catawba Creek 9. River Basin: Catawba (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/.) Page 6 of 6 10., Describe the purpose of the proposed work: Development of a residential subdivision. (91 lots) 11. List the type of equipment to be used to construct the project: Bul l dozer, track hoe and pan 12. Describe the land use in the vicinity of this project: Property to the northeast is residential, all other surrounding property is undeveloped. 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. No prior determinations and/or permits 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: Additional property may or may not be developed in the future. The size of this phase (Phase II) is based on land availability and anticipated market VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 7 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** 1 grading/fill 0.005 No 20 Riparian * 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://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.) List the total acreage (estimated) of existing wetlands on the property: 0.1 Ac. Total area of wetland impact proposed: 0.005 Ac. 2. Stream Impacts, including all intermittent and perennial streams 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? leasespecify) 2 culvert 351' ributary of a 21 i ntermittent 3 culvert 130' tributary to 2' intermittent 4 _ dh1_ culy rt ins, _ ratawha creek 3-51 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 www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.niapguest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 586 Page 8 of 8 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name Wat) (if applicable) Type of Waterbody (lake, pond, cstuary, sound, bay, cean, etc. N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation N/A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Proposed subdivision streets and lots were laid out to cause the least impact possible to existing wetland and drainage features. Land costs and development cost dictate a certain density of development. Proposed lots back up to existing drainage features where possible. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 9 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.ne.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. N/A 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application. process for the NCWRP, check the NCWRP website at htta:Hli2o.enr.state.nc.us/wrp/index.htni. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: N/A Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 10 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. XI. Stormwater (DWQ Only) 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. Existina site is undeveloped. Proposed site will have 4 acres of public streets plus 91 single family dwellings which will result in approximately 17% impervious after development. All outlet structures have energy disipators XII. Sewage Disposal (DWQ Only) (ri prap ) 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. A public sanitary server outfall runs along the lower boundary of the property. Public svstem will be extending to serve each lot of the proposed subdivision. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes 0 No FTj Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Page 12 of 12 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name Waterbody ) (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation N/A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Proposed subdivision streets and lots were laid out to cause the least impact possible to existing wetland and drainage features. Land costs and development cost dictate a certain density of development. Proposed lots back up to existing ?drainage features where possible. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 9 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/stringide.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. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application. process for the NCWRP, check the NCWRP website at htty:Hh2o.enr.state.nc.us/wn)/index.htni. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: N/A Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 10 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ? No 71 If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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* Impact (square feet Multiplier Required Mitigation I 3 2 1.5 Total cone i extends out JU teet perpenmcular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 1 I of 1 I 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. XI. Stormwater (DWQ Only) 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. Existina site is undeveloped. Proposed site will have 4 acres of public streets plus 91 single family dwellings which will result in approximately 17% impervious after development. All outlet structures have energy disipators XII. Sewage Disposal (DWQ Only) (ri prap ) 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. A public sanitary sewer outfall runs along the lower boundary of the property. Public system will be extending to serve each lot of the proposed subdivision. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No F'j Is this an after-the-fact permit application? Yes ? No 0 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). Page 12 of 12 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) K -� �' ;"y' �'17 :' r�(1 '� s DI71•45' E mow) 1°6tl9 gaff LOT n. lDnl D N I001•Ii' E CRAM WOms p 37. ~ I LOT A BLOCK D 52.30• AAWI110FAA PHM I \ =011, ' BL~IGOINSO~TL O % PLAT emIK~OIL ruTT BOOK W MY 000K q PA02 22A I LOT A GLmlt \ PACE 22A PAGE 22A / NOW OR FOWASLY N efff02' W / %AmfAsOK PHA4 T / / CHARLES L CRAM AND (O 42.7W LCR 1A lOOD D / N ATU7T C-_.-~ SUNDIVAICK PUT DOCK am i[ DONNA Q M44 Do PAGE 22A LOT Ilk BLaKx A ~ BOOK 11A PACE 725 N ¦.a' / PxAi 1 % P4Y 0001 ft / / (BLOOK ¦om / OEID DX It 26H, PB 3e0 ~ O SLAIWASKIN. I / O W / FAQ 221 RAT BT GOOK q BOOK h. PO• / \ LOT 2% 1001 D / ! f A DDAMO WWW / LOT A BLOCK D ` PAGE 22A ' Z FNQ 91 sw Y ~ P8J / Loy 1A GL= D `r IMINDANIM 1 I / RAC ONL , W ER A / :D z O \ 91BIDNISM M nA E/ 02AI~, ~ ems PLAAT 8 W. f / "l "Ok. / WT 1A / N Izd~ / PLAF INICK 0D s1 ~(:m; ~~STO AN El / JURISDICTIONAL o \ / Pe1221 PH PLAT I soorwom M~ A'° f ' STREAM IMPACT (1501) g Q RIAN ~:nA , SITE NO. 2 c;d u -~d TUT 2D. 61001 C N 1~ W~ A ~1b(~ hn 351' OF 24" & 30" RCP Z U) O c_ AND EARTH FILL z ~z w RI ~ I0: 27A N auW 41 3&W f2 J (NWP 39) 0 c, o N SsmYY r ~ ~ ~sJ, m.ff ~ O V \ x eT3s'21' E <o \ (l / ~ LLLJ 0 \ / \ r~ NOW OR FORMERLY 1.33' \ NOW OR FORMERLY l ) MJOl1 S CRAM AND Z (D U ) FRANK M. HaSLEY TBM LINDA S. CRAIG DEED \ BOOK 2948,E 383 ~ DEED BOOR 2511. PAGE 766 TAY E 15-65-PORTION OF 01 TAX J I t l N 2m4?, W s 60531' E RIPARIAN WETLAND O V) AREA 10'x20' U SITE NO. 1 ON PCN we, 4 o~' (AS PER FIELD MEETING WITH w S 85'20'0E' E N E052'a• E 2 A ~O 7 ~ ry, 91.43' = PETE COLWELL-DWQ) (NWP 39) w Sp7A ~N~R STREAM IMPACT (130') A SITE NO. 3 a / I -130' OF 36" RCP NOW FORMERLY (NWP 39 1 CHARLES . CRAIG AND MtF. DONNA G. CRAIG 'D® BOO( 6PAA E 380 \ TAX Ift T \ I Dl~ O Elmores CRAMERT v Cass ds Q a 05 Z CID -i w NOW OR FORMERLY 9 ~1 AM WAYNE H. TACGOT 279. C n < M~ TR DEED BOON 2814 PAGE 899 NC - - 2517 9v a W : TAX R 15-845-101 ~ - - - /~L~ F; i~ ! 1 f~--I. Q' ,s Cb Of E-4 1#00op Ili LLJ V) 0) F- n C) i i o O O~ CD 'Sow Z Ste' - SITE F,~y~,o Q U r~~ w 04 s ys, c 2588 cc O W 0 F_ j NOW OR FORIRY ` 1 C FRANK M. HORSV =o / DEED BOOK 2511, ?AE 386 1`,,I! TAM C 15-85-PORIM OF 01 1 ` IUD / s DEEED WOl( It. VICINITY MAP Q 0 z s a i f* NOT TO SCALE r O j 77 L a - N e A C4" E ' 0h O / . / N e• 16'50 E 00 1.5e' b w s 561372'8 0~ DATE: Q ` Z~ 02 TC 12-13-01 I 1 S ETRE Se E. S 55 89.84',i 1 1 1.12,0E M ET2350 C STREAM IMPACT (105PROA= No. ~.7 S 89'28'08' C i ~ ~ H B~E9Bx i i SITE NO. 4 00044.02 h \ i 105' OF DOUBLE 35" RCP4G4 FILE NO. n 10` J ROAD i ROADWAY CROSSING (NWP 14) O DfU"G-FOLDER NOW OR FORMERLY 01~~ SCALE: FRANK N. HORS LEY 1"=100 NOW OR FORMERLY FRANK M. HORSEY D® BOON 2511. PACE 372 TAX R 15-85A-PORRION OF 8 FO DRAWN BY: DEED BOOK 2511, PAGE 772 TAX R 15-ESA-PORTION OF 8 C11H.L.GUWON ,d \ CHECIID BY: DDS..IJC NOW OR FORMERLY 1~ \ f FRANK M. HORSLEY h DEED BOOK 2511, PAGE 366 uK IF 15-65-PORTION OF 01 m I _ A NOTES NOW OR FORMERLY ry - FRANK M. HORSEY \ 1. - BOUNDARY SURVEY TAKEN FROM ROBINSON k SAWYER MAP GATED o. j DEED Boa 2511. PAGE 386 V DECEMBER 12. 2001. a ~ TAX ~ 15-ES-Perna OF m g$ 4. THIS ATTORNEWAS PREPARED Y. PROPERTY MAY BE WITHOUT SUTHE BJECT BENEFIT TO REECORDED OR UNRE BY AN CORDED, GRAPHIC SCALE REED. z RIGHTS-OF-WAY, EASEMENTS, OR CONDITIONS NOT OBSERVED OR SHOWN HEREON. -3 a7"452 HEREON. 1M 50 Tao 200 400 S 8TS7 20 E 177.77 60.05' ~I IN 89'10'09• EY 3, _ BASED ON GRAARC DETERMINATION THIS PROPERTY DOES NOT UE IN FEMA/i1Y T/FNM B SHEET N0 SPECIAL FLOOD HAZARD AREA PER COMMUNITY PANEL No. 370099-0705-8 i DATED MAY 1, 1980. ( IN FAT) 6 t - •M u 9, IYV IY~.V] MVIw1~IL1~11~11 V1\ Tl~li\ [WV VI NVW~r r ~~n N~~ 1 IIII:L ° aW 14 a OF 1 SHEETS 1 ~ 1 \ / i . I 1 1 ~ / i \ I I I i O N N i LOT 37, BLOCK B LOT 36, BLOCK B d I CRAMER WOODS I CRAMER WOODS SUBDIVSION, i SUBDIVISION 00 1 v~ PHASE 1 i PHASE 1 I « 1 1 f O v PLAT BOOK 60, U p~AT BOOK 60, i 1. LOT 38, BLOCK 13 PAGE 2~A PAGE 22A CRAMER WOODS NOW OR FORMERLY v i SUBDIVISION; PHASE 1 1 LOT 19, BLOCK CHARLES B. CRAIG AND N z i 11 i f~ PLAT BOOK 60, L i. 1 14 CRAMER WOODS °I WIFE, DONNA G. CRAIG A 'SUBDIVISION, Z z0 ~ / DEED BOOK 1136, PAGE 725 i i PAGE 22A f, PHASE 1 / DEED BOOK 2946, PAGE 380 \ PLAAG OO~A60, ~ TAX 15-65-3.02 ~ v aZJ*d If If LOT 39, BLOCK B ~r , HgSE z ~ ..w W CR{~MER WOODS / ~OocZ f i / SUBDIVISION, 1 1 PHASE 1 ; f NW PLAT BOOK 60, f Z z co ui Li.J 0 LOT 19, BLOCK C ;PAGE 22A ' TEMPORARY " z >0 w CRAMER WOODS CONSTRUCTION 4 z N / SUBDIVIION, ~ LOT 16, BLOCK B f I q s ENTRANCE / PHASE 1 i CRAMER WOODS f v,~ I S PLAT BOOK 60, , SUBDIAS10N, 1 O4Acm 0 PAGE 22A PHASE 1 L07 40, BLOCK B PLAT BOOK 60, PAGE 22A i CRAMER WOOOS SUBDIVISION, I I r A~ / PHASE 1 Q I LOT 20, BLOCK C?`~ X 1 O) ~ PLAT BOOK lpf 60, CRAMER WOODS a PAGE 22A Q~ SUBDMSION, ~ PHASE 1 fr ONO A PLAT BOOK 60, \ I I W PAGE 22A too;, I 1 I I 1\ TEMPORARY 4 2A I 1 SW SE I ENNTR CC110N 4 DIVERT CLEAN WA D-55~ A- SHEET INDEX AROUND DENUDED AREA` NOW OK FORMERLY D-53. HUGIy S. CRAIG/ AND WIF, LINDA S./ CRAIG F~--II DRAINAGE AREA / - 1 , - GRAPHIC SCALE ~ DEED 1300K 2946; PAGE 383 I TOTAL AAA ee Ac AREA 1.24 ACC/ D-56 TAX 1,5-65-3 00 0 a 90 'w ( 200 < z i 2400 Gf/ _J LLJ (SEE TRAP STONE D 52 ( IN FEEL) I p cf) I inch = do rL ty- V QWQ F-Z O vO / F- a- C) Z i BOO DRAINAJg_Jin 42 I - z a O TOTAL AFWt X75 AC I , L) ( =RAMP AREA: 1.3 AC U LONG SEDIM T TRAP ~VOL 1AAE Ov 2.~ CF 1~ 1 Q = ~ / LAND X 4 W iE / (SEE TRAP 02) DEEP i 1' O Ls r z U 0000 3' DEEP La Ir Q O NC ONECALL 0000 saw Now slow I .STOP a IN= low i... .r• I i BEFORE YOU DIG < U U) SANITARY SEWER UNEE NOTE: CONTRACTOR TO INSTALL SEDIMENT TRAP NO. 2 AND 11-800-632-4949 STORM DRAINAGE SYSTEM armw}+mcTzm--- D-53 [ohs AVI3D UTILITY rT, PRI TO GRL 381NG ROAtiWA1R ANO LOTS 23 & 24. DAMAGE ^ AF R INSTALLATION OF TRAP MO 2 AND INLET PROTECTION OF STORM DRAINAGE SYSTEM. CONTRACTOR MAY PROCEED / i YAW GRUBBING AND EARTHWORK\AS INDICATED FOR ROADWAY SILt' AND (LOTS 23 ac 24. DURING GRADIMIG OPERATIONS, CARE \U4 CrfP j~ At 3 Dm mm On SHOkD BE EXCERCISED TO DIVERT1 CONTAMINATED RUNOFF S17E DATA TO TRAP NO. 2 AS INDICATED. TOTAL SI1E AREA. 57.85 AC TOTAL DENIUDED AREA: 17.75 AC I NOW OR FO)RMERLY 0 MERLY II SOIL TY~ES: DATE: 12/07/01 S 02/24/02 CHARLES B. CRAIG AN[ CRAIG AND I 1 1 Cat - CECIL SANDY CLAY LOAM (ARgv: WIFE, DONN G. CRAIG 4 G. CRAIG 1 \ CaD21- CECIL SANDY CLAY LOAM, P COMMENTS) DEED BOOK 246, PAGE . 46, PAGE 380 \ TaE T TATUM GRAVELLY LOAM p ~ 0NO. TAX 1 65-3.05 -65-3.05 TaB - TATUM GRAVELLY LOAM ° 0°44'02 op LEGEND (PROPOSED) \ TI r TATLM GRAVELLY LOAM FUR NO. DRAINAGE AREA I \ CH 1 CHEWACLA LOAM DRAWING-FOLDER 1 TOTAL AREA. 1.36 AC 0US711RBED AREA: DIM AC SEDIMENT TRAP 6 I . DRAINAGES AREA Q> CONTROL MDTES SCAB: 1'-50' \ VOUIME REOL4FtM 1.110 Of- PRO 1 \ DISTURBED AREA / CLEARING LIMITS 4vu Tw 3 wEa h= CF - - J V 0-x 2w "E 4 1 DISTURBED AREA / CLEARING LIMITS IT SHALL BE THE CONTRACTORS RESPONS181IJ~Y " DRAWN Dy. DAINAGE L UTILITY EASEMENT TO OBTAIN APPROVAL FROM THE NORTH CAROLINA CWH AK AR6 MO TO AFM~009 AG • • - - SILT F DEPARTMENT OF DCW"MENT AND NATURAL RESOURCES \ DIVERSION DITCH (NCDENR) FOR OFF SITE,90RROW AREA IF NECESSARY. CIWCXEP BY: \ --P#l 5' CON TS (PROPOSED) SEDI I' CDtT (PROPOSED) O2 SEE SHEETS 15- 'FOR CONTINUATION ¢F GRADING 3' DEE3 \ AND S STONE FILTER Ls ir \ O \ INLET PROTECTION ® SEE SHEET 24 EROSION CONTROL DETAILS, \ \ ' NARRATIVE, AND CONSTRUCTION SEQUENCE. - \ LEGEND { Jil11WG} _ - _ O4 REMOVE ALL CLEARING WASTE FROM THE SITE AND \ DISPOSE OF THESE MATERIALS LEGALLY. PRM EMV aR 911INT IF WAY LINE NOW ~R FORMERLY \ - - - - ADJACEN7\PR V1T LINES O8 THE CONTRACTOR SHALL MAKE EVOY EFFORT TO CODEINE DISTURBED AREAS TO A MINIMUM. ALL -SA ? SANITARY SEWER UNE A DEED BOOK W H. TAGGA 2618, PAGE AREAS DISTURBED BY THE CONTRACTOR SHALL SHEET NO. - -765- - - S' ClIff"S (EXtvm) BE SEEDED AND MULCHED. E 699 ~I r CINITIURB (EXt8Tft n n A i i / ( TAX k 15-65-3.01 / O ALL SILT FENCE INSTALLED ON THIS PROJECT MUST HAVE . / STEEL POSTS AS PER DETAIL ON SHEET 24. PRE-ASSEMBLED '6 ENT TRAP / SILT FENCE IS NOT PERMITTED ON THIS PROJECT. 4 xs law x IV v~oE i S DEEP _ La - EJ \ \ I I ` O ALL SEDIMENT TRAPS BASINS SHALL BE FIELD STAKED ~~f BY THE ENGINEER PRO TO CONSTRUCTION. i I I AW~ A- ~ ~ mom \ NW " NE / 0 24 ENT TRAP 2 -~(n / X 2(f r ~ 1 00 I / cr- o / O v U SEDIMENT TRAP LONG x 26 WIDE 3' DEEP 4 I Le Ir 1 z i , ~ I I I 705 1 °z o DRAW NOW OR FORMERLY GRADY G. McCUEN ANDS I EA- Z AREA, Toro A.4 Act I WIFE, IANA K. McCUEN 1 w 088 Ac DEED 80~K 1460, PAGE 144 tat w 1 ~ 710 ' TAX I#: 15-65A-101, w4AJ o / (f) W W o Z >0 _ SILT FENCE 55 71-5 DITCH 3 O 4c o / N 'SHEET INDEX \ (n v r- ti CTI \ C 4000, *0 rn vivo , 7 720 LAJ / DRAINAGE AREA {4 \ - - _ 01 TOTAL AREA. 29Y Ac 1.16 AC DISTUROM VOLUME IEME' Z= CF \ I 7 VOLUME FRONDED 7,211° G~ 1 -t SEE TRAP /4) P / 46 / W / . **4%b ~ V 1 110- Q GRAPHIC SCALE Z DRAINAGE AREA AS TOTAL Art 270 AC . . . ao o m so 1w 2w J O LL1 =IED AREA: abs Ac ~ ~ m Mom REOUN. 1,5J0 OF wan 'A of wQ ~ I/ . VOLUME TRAPPROY' ED: 1,6110 CF (SEE 000 ( IN ~P) Q z O J/ ~ j , / i inch - 50 n 0 F= ~ ~ / = LJ E--4 n ~Y C) Z 00::0 0 _ Z a- U NOW OR FORMERLY QZOf FRANK M. HORSLEY z DEED BOOK 2511, PAGE 372 / U Lu TEMPORARY 4 O :2 TAX 15-65A-PORTION OF 8 ' CONSTRUCTION 4 / < O ENTRANCE (n "lj Q U NC ONECALL I - I BEFORE YOU -DIG - ' I STOP 1-800-632-4949 W AVOID UTILJTY DAM / I ~ - - - _ - ai LQAId TOTAL SITE AREA. 57.85 AC DAM 12/07/01 TOTAL DENUDED AREA YI.75 AC ? RHY: oz/24 02 SOIL TYPES' (AS PER NCQENR COMMENTS)i - - CeB2 ;CECIL SANDY CLAY LOAM / PIt07ECTP No. COD2 - CECIL SANDY CLAY LOAM/ / 00044.02 TqE - TATUM GRAMLY LOAM E'R0" CONTROL NOTES sax NO. YOB - TATUM GRAVELLY LOA 4 / - DRAVING-FOLDM i _ ~ L;Y LOAM y (t IT SHALL BE THE CMTRACTORS RESPONSIBILITY ~ i•-~ TOO LEGEND (PROPOSED ~ CH _ TCHEWACLA TO OBTAIN APPROVAL FROM THE NORTH CAROLINA }e^~¦ DEPARTMCNT OF ENVIRONMENT AND NATURAL RESOURCES J DRAINAGE AREA / / (NCDE~ FOR OFF SSE BORROW AREAr f' NECESSARY. i ]DRAWN ]3Y: DISTURBED AREA / CLEARING LIMITS 2 SEE SHEETS 15-23 FOR CONTINUATION OF GRADING CWH LJlJL1~J DISTURBED AREA / CLEAR#G LIMITS / O/ AND DRAINAGE. / C DAINAGE & UTILITY EASEMENT / I SILT FENCE SEE SHEET 24 ERD90N CONTROL DETAILS, DDS DIVERSION DITCH . NARRATIVE, AND f~ONS1RUCTION SEQUENCE- till'. I li ;l ~ 5' CCINT[WRS-00OPOSED) / O REMOVE ALL CkEAR1NG WASTE FROIr( THE SITE AND 1 MNTOURS (PROPOSED) / DISPOSE OF THESE MATERIALS L~GALLY. STONE FILTER / ~Ft+.L to - INLET PROTECTION ® THE CQNfRACTOR SHALL MA EVERY EFFORT JD i Ia,~±; / CONFINE DISTURBED AREAS'TO A MINIMUM. ALL AREAS DISTURBED BY THE CONTRACTOR Sf(ALL LEGEND (EXISTING) BE SEEDED AND MUL040. At / O ALL SILT FENCE INSTALLED ON THIS PROJECT MUS14AVE PROPERTY RIGHT OF WAY LINE i - - - - - ADJACENT PROPERTY LINES r STEEL POSTS AS PER DE'FAII ON SHEET 24. GK-ASSEMBLED SHEET NO. SILT FENCE IS NOT PERMITTED ON THIS PROJECT. _s. -fxisiiNfS CIMTERLDIE 1--~ n n~ ~ ~ ~ ]7lI s• CONTMRS (EXSTDrG) ALL SEDM1ENf TRAPS AND A'lNS SHALL BE FIELD STAKED • V V CONTOURS (EXISTAR BY 11ACIMINEER CONSTRUCTION. ~ ~ / I / ~ ~ / i / .0001, 1110, _ i I \ SANITARY SEWER UNE A AI AGE AREA! 14 1 \ AREA. 1.251 AC 7 STONE FICTER C14 AREA. 0.40 AC 720 CIF RE Y 24•) i . _ a 750 CIF 0 SEE ra o 0 I \ I SEDIMfi~T TRAP 6 I x I ~'c x to HIDE 4 / ? _ - N Z r I / Le 8 / / wow 0 / I NOW OR/~7ORMERLY / ad z .d LEGEND (PROPOSED) / FRANK M. HORSLEY / SEDIMENT TRAP I / I DEED BOOK k511, PAGE 366 LONG X 20 VADE N W 4 s' DEW Z w z / TAX 15-6 PORTION Or 01 . . DRAINAGE AREA .r L. O cc > DISTURBED AREA / CLEARING LIMITS / 0 VJ.J~I DISTURBED AREA / CLEARING LIMITS \ X/ I \ SEDIMENT TRAM 6 v~ W w o DAINAGE & UTILITY EASEMENT 1 I \ 25 X 1 ' v" 4 x C' SILT FENCE 3' DAP V) ? DIVERSION DITCH 1 LA - 6* /01 z --~a6Q 5' CONTOURS (PROPOSED) co 30 =3 6 I I' CONTOURS (PROPOSED) CC W STONE FILTER INLET PROTECTION / mom slow CO) rTa LEGEND (EXISTING) I **I` ii uj PROPERTY OR RIGHT OF WRY LINE 1 - - - - - ADJACENT PROPERTY LINES SITE DATA / EXISTING CENTERLINE TOTAL SITE AREA. 51.65 AC e T TWA- TOTAL DENUDED AREA;- 11,15 AC ` Lai x ~ MENT 7 - 6 ` I - - -7&5- - - 5' CONTOURS (EXISTING) I IEP r \\\\w . \ \ V ? 1' CONTOURS (EXISTING) SOL TYPES: A \ S ~ , - CeB2 - CECIL Y CLAY LOAM CeD2 - CECIL S Y CLAY LOAM ` \ \ TaE - TATUM GRA Y LOAM TaB - TATUM GRAVELLY LOAM TaD - TATUM GRAVELLY LOAM 1 \ \ - I l 01 - aEwACU LOAM \ ~ l .r i ? DRAT fora AREA: 1.85 i NC ONECALL EROSION CONTROL NOTES j 4' BEFORE YOU DIG / Z ~4001UMEDD AREA: 0.70 AC DRAINAGE ~R6 A' VOL ~i IT SHALL BE THE CONTRACTORS RESPON$IBLTY STOP TO OBTAIN APPROVAL FROM THE NORTH CAIIIINA I i I r ,1 I (SEE TRAP iu~ waft VOLUME R 00~ OF 0/~r- V) 1-800-632-4 DEPARTMENT OF ENVIRONMENT AND N RAID~CES 49 A \ _ I ~ 1 cm 1w P) LLJ 0 AVOID UTILITY (NCDENR) FOR OFF SITE BORROW IF i l DAMAGE SEE SHEETS 15-23 FOR CONUUA OF GRADIN~ AND DRAINAGE of LiJ j DETAILS, SEE SHEET 24 cwvmmk % F- OD Z \ NAARAM SEQUENCE. r 0 Zak 0 O REMOVE ALL CLEARING WASTE FROM THE SIT€/AND 1 DISPOSE OF THEYMATERIALS LEGALLY. / TOT MeA: 4647 0 DMItWOM AREA. 1. 2 AC / QU VOLUME 2014 CF a/ 0 THE CONMA96 SHALL WIVE EVERY EFFORT TO CONFINE Pmem AREAS TO A WAWM. ALL VOLUME 2,100 CF"_-- W Z / (SEE 7W 08) l t Z U AREAS LfSAMM BY THE CONTRACJOR SHALL' /9E SEEDED AND MULCHED. I 'i amp woo F- i 0 ALL SILT STEEL POSTS AS PER DETAIL ON SHEET 24. PRE-ASSEMBLED / SILT FENCE IS NOT PEFUTTED ON HMS PROJECT. wow O..j ago V) ALL SEDIMENT TRAP/S AND BASINS SHALL BE FIF D STAKED . 00)/ NOW OR FbgMERLY - Soo I FRANK M. HORSLEY O BY THE ENGINEER PRIOR TO CONS*ICDON. /i 2 SILT FEN E ' ' DEED BOOK 2511, PAGE 372 i TAX ifF 15-65A-PORTION OF 8 rte, ` I ~ I / ION DITCH NOW OR FORM RLY A FRANK M. HORSLEY 7,! NEED BOOK 2511, RAGE 366 TAX 15-65-PORTION OF 01 ~ DATE: 12/07/01 REV: 02/24/02 'CAS P R COMMENTS) V PRoIEIT No. WN NE 000".02 I it iVOW OR FORMERLY I= No. FRANK M. HORSLEY DRAWING-POLDER / DEED BOOK,25tl -PAGE 366, scats ,•-eo' TAX #:.15-65-P6RTION OF 01 DRAWN BY: CEH CNBCxn BY: \ \ \ / DDS I L3-O V~ V DRAINAGE AREA IIt , TOTAL AREA. 0.7E At AG / / I Off" .c5c Dd1U1®FD ARa. 0.70 AC 0.70 AC VOLUME PRaOM 117 i' TRAP i SED11"T MW FOMENTx TRAPwiDE4 6 GRAPHIC SCALE / ~ - 1 um x M LaMC / > 50 25 so ion 200 x \ SHEET NO. i-~ A,-*,L r~ 11 - ( IN ear) / k - - - 'SHEET R4MD( 1 inch = 50 [t t _ _ J I I IP UIIIP STI DF U~P STA , i j )T5fB 1 I 56~p ~ I 1 , Ff ! 1 I ! N LOT 17, LOCK b / ! = I \ LEGEND (PROPOSED) 1 I I I CRAME WOODS / a `O N,! SUED SIO o I ! \ . .r DRAINAGE AREA \ FRO" COWROLNOTES SITE DATA PL PH AT SE OOK 1 ~0, / 40op }O}. L DISTURBED AREA / CLEARI1 N} LIMITS TOTAL SITE AREA: 57.85 AC I / PA(kE 22A! / W 2 lAl~~lJ DISTURBED AREA CLEARIN\G LIMITS t IT ALL BE THE CONTRACTORS RESPONSIBILITY S ~ I DAINAGE & UTILITY EASEMENT TO OBTAIN APPROVAL FROM THE NORTH CAROLINA TOTAL DENUDED AREA: 17.75 A - ILT FENCE \ DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SOIL TtPES: I ! I / / LOT 19 BLOCK D / CRAM R WOODS ~ z SILT F \(NCDENR) FOR OFF SITE BORROW AREA IF NECESSARY. 0182 - CECIL SANDY CLAY LOAM / SU DIVISION, % ~1 S DIVERSION DITCH RASE 1 ZO {i6~- 5' CONTOURS (PROPOSED) 3 SHEETS 15-23 FOR CONTINUATION OF GRADING 2 - CECIL SANDY SAY LOAM 4 ~ PL~T BOOK 60, ¦ 0 1' CONTOURS (PROPOSED) AN AINACF. TaE - TATUM GRAVELLY LOAM / I t ` PAGE 22A ` (i 6 *41 dam N~ i STONE FILTER Tab - TATUM GICAVELLY LOAM INLET PROTECTION ® SEE NARRATIVE, 2hOSION CONTROL DETAILS, TaD - TATUM GRAVELLY LOAM AND LAND CTION SEQUENCE. Qi - CNEWACLA LOAM l A LOT 18, BLOCK D I ' LOT 26, BLOCK D LEGENR (MSnNG) 0 REMOVE ALL CLEARING WASTE, FROM THE SITE AND 1 / Al CRAMER WOODS CRAMER WOODS w`LLJ w DISPOSE OF THESE MATERIALS CC,0LLY. f I i' SUBDIVI ON, SUBDIVISION, f CC Q I / i PHAS 1 I PHA 1 UJ PROPERTY OR WIGHT OF WAY LINE PLAT B~ 60, PLAT BOOK. 60, f~ O I ADJACFNI PWOPEVTY LINES 'THE CONTRACTOR SHALL MAKE EVERNFFORT TO CONFINE DISTURBED AREAS TO A MINIMU4.,,ALL PAGE/22A PAGE 22k v [XISTING 5' CONTOURS (EXISTING) EAREAS DISTURBED BY THE CONTRACTOR SHA~ - - -755- - - s' CONTOURS BE SEEDED AND MULCHED. Y / I, - N co 1' CONTOURS (EX' f XISTING) ~ l \ ALL SILT FENCE INSTALLED ON NS PROJECT MUST HAVE 0 ! `f v z o TTED ON THIS PROJECT. A lk\ \ SFENCET S NOTEPERMI DETAIL SILT ALL SEDIMENT TRAPS AND BASINS SHALL @E FIELD STAKED / ' tP ~Y THE ENGINEER PRIOR TO CONSTRUCTION. i / ! ! 4 TEMPORARY tp I i 4 STRUCTION i ENTRANCE r- lllo~ / d pr rn _.JIF I NC OWCALL / / BEFORE YOU DIG / \~C~i.iNAc AREA .o I I r STOP TOTAL AREA: &M AC 1 800-6324949 , f I I DISTURBED AREA. 2.70 AC j/ VOLUME FMOUMM J VOLUME ~ OF PROVOE¢. I I I SEE 9ASw }/13 - AV DAMAGE f I ~ I; I I I z - NOW OR FORM~RLY~ 7 TER FRANK M. HORSLEY I f f. 0000 0000 _j L.Li 0 V) DEED BOOK 2511, WAGE 366 cif V) < IN Ld I I TAX 15--65-PORTION OF 01 I I i ~ Il I r SANIT~W SEVER UN o o C M SEWER LINE K 11001 Ice I I / f 1000, z C) :2 1 / I I I I I ~ito;,i~ 400 DATE: 12/0901 GRAPHIC SCALE DRAINAGE AREA 01 SEDIIANT BASIN / my: 02/24/02 so o n so iao mo - I I I DI t; AREA: 1.71 AC 1 1 V0JJMIIE AEGUF M ass CF BERM4Mo pFX)JECI' No. - - VOLLNE PROYOM 4M CIF 00044.02 L-JEL -I= immomt (SEE TRAP #11) - - - Fax NO. ( IN FEET) / 1 DRAIIING-FOLDER I inch = 50 ft SCALS. 1'-50' NE I DR&WN BY: Cwt I ri I ~j caac® Br: DDS !~4 I 000 L / 1 l 6 SEDIMENT TRAP 1 1 4 y*~G X 42 WE r" SANITARY SEWER LINE'S Soo _ LS . 6, DRNN/l AR: !12 ~ ,'•x r~ _ M TOTAL • 1.0 AC ~o DOnMRBED OAS AC (c) SHEET NO. V0.lNE PdR~ 1.170 OF v \ TRAP Ie) 1.2 200 CF .100 ' / n A DRAINAGE AREA 0 14 TOTAL 1.25 AC V o1SflNllEb AREA 0.40 AC olpp, ~I !!T- TRAP \ • VOLUME ~ 720 CF % Low X 1 ME AOLUME f DRAINY161 SW SE VOLUME q 40 SHEET INDEX ~ ~ iaea 750 / / VOLUME I I' I I / I f I I I I ~ I f ~ f~ iI I I I I ~ 1 ~ 71 f f / t----- J/ N ~ I /th NORTH M UWAN OREEN S-1150/ 00 I ~ PE1 ACTUREWs , Loll) SIDEWALK (Typ.) V r1- rL-------------- f--- r -7----~ ---1 J IJ - 5 I f I I i I I r I I I I\ I\ I Il I I I I I I~'~ I + TG = 712.64 D-17 I 1 I i~ PPOTECTION 1 I I I CD I I I I I / j I TG = 735.40 D-2 I kG 7b0.37 D-2 I I ' I I L - I L_ ___J TG = 72k.13 D+18 L J i1N2C S no Sr 18+38.P3 1LL 1 / / TG 7 .11 D-15 STA: 25+12A 0 cc 1 SNH3C Sfk 13+ .90 - - - , RD I \ LIIE o 7.9STA. T TR.t40 /W `ST -12 J/ R I~ E+~ 0 1 v 685.E D-11 1 /JJ /j/ /7 -C.1 , LINE C M- D +l 1+k,9 .81 7 / 71 2 - 686.00 D-1fA - / , _ &86.36 D-12 , V f Cc (if) s ~p 01 - I - - - - C)D / U1 u ------1 D G L 730.3 D-21 --I D-- ~i i 24- OMCFEFE I I I I I I It~ I I~ i I;' I f IVY CtM I I I i I F TG 706.11 -16' , !V I I I I I I I ~ I I i 00, i i I! i ~I I~ I I I I I X I f, I ~4~ I f ~ 1 / I I Y I I I f STA: 10+12D0 36'D-13 I I I I / I I ~ I I ~ I I / i ~ f ' ~ I I I I I I I 4b 0 1 ff / --J L ------------J REINFORCE CONC.' AWTTH WINGWALL AS PER I v /03 4 / t / 1 / I HORIZONTAL SCALE: C:O•G`SJ0. QETNL ~1C 13 1 ~ i ~ ~ l l ~ \ I \ l r Q 3 aw 11 11 1/ f~41 4' Q i 4 12 ff 1 Il % it it W 1C I , I VERTICAL S&MI,E:,1' !f \ 1 FD t - - - lie ro A CL 0 738 IT- V '5q IM' m 736 - - - o ' ~ M O ' _ 734 - _N7 + AD all J I t 732 - + I -r tI - v t-{ 2 616,616, lei All LOA 730 F r \ o 728 t 726 - -i i' I J - o ? 0 = 1 W1 -11 NZ AGO 724 i + C 1 c6 17.22 722 t - T_712- \ s~ .000 _4 4 4 t- - 720 CE. (I -1 I 47' t E, 716 t + ( - room" I -2111 716 j r g i 714 r + D 1F 8 D 16 c f1016iC1RJia'.yo i F .s wl -fill. 712 N= 708.54(D = Ot 7 C flllt HT: I- { - t - - Z - Y Al T- 710 I 708 $fT B t. U yAY t - I K 706 +0 SEAT. s 13037 704 _ r- - 1 24,: 702 t -4- fan+atih'`t I~ J L SHEET NO. W) -1 or) co "IC14 4R aim n LO 00 In ;10 OD non 4L u 10+00 10+50 11+00 11+50 12+00 12 13+00 13+50 14+00 14+50 15+00 1$+50 i t6+50 i 50 17+00 17+50 1 1$ , -.r, 20+50 21 I ' Projects1000441cw decign5 di vlj. 1211312001 012114 AM, 1' 1 1 \ / 1 ~ / O / N I I v I,k \ / cli I r~~~_ 1 ~ I r\ _RING HOUSE (I ~ / / OC o ~I , I THROAT=713.67 D-56 Ih Ln i I I I - o z Q I 26 I1 Z 2 / V) LLJ -11 I ,I TIE NEW C&G I CL I -5 TG =715.3 I II / / I 1 - / z wW w TO EXISTING I ~ - k II LET SHM I SHEER 12 I 0 a R CONTWUATION- OF (a W w °z D+ TG = 717.6 II' I ) ~ 8 CONTW ia7 _ SE - r - - EE NTFARY 3Em LINE-A L) Ml -'401 DUM DRAINAGE & UTIUTY I 1 I ! i m - / I EASEMI EASEMENT (WIDTH VAR ItS) 1 , ' I ! / ~ ~ \ O oc N 9+00 F CC co + INV=7 0. 0-5 RIM =704.19 D-3 ! 1 14 , ~1 N co --„ts•- 2 1 I OUTLET 1 1 I PROTECJ]ON ~ CL PREPA SMdH-17A 00 iw 84710 J1 12 I - - - I O V-7 27.02 _ P7 SOP- - INV=698.00 D-5 1C 4- CONCRETE SIDEWALK I Ir INV-=-705.20 D-51 I D-5 TG = 15.73 N-1 1 Bew__ 1 P- j ~D STk 1'1.331628.05 T A RIM=714.45 STA. 12+9t.57 D-5 TG = 13.69 RIM= 08.78 \ 'N'\ ~ _ I I \ I N-1 / -1 I 1 24' CONC. I I \ Q I'N, ` / \ • ` \ ~ ~ ~ I ~ r \ ~ • / z_ rte.' F~1 VALLEY CURB II I I TG =703.10 ~ i ,ck . _ _f I 1 I i I ' - - =w~ r-1 738 + + - - 10'-- 738 0 4 8 I( 2.6 r _ 4-- 736 Z CL 736 - + - - - - m m 734 - QU LJ 734 F-1 W5O .50 i-- - + - -r-- Z U Q 1 732 0 732 ~46. 1& t_ 1 fi I r I t ~ U 730 730 Q V 1 a N C _ - - 728 i 728 lif--+ ----,6 - N - t- + + M I 17 1 + - (A t + - - 726 726 f m U CNI II 724 l - _ _ 4 r 1 ~ ° - 724 0 -C la -:iz- L • • OR 4- LE L o cr r-- + 722 722 - - t I._.~ K I N + - GL 1- 4 I f I 720 + 720 DATE: 1*1 - - I - lz/o7/ol I- - - - - 718 718 w ~N C PRWECP No. + - - - 00044.02 D~-- Q O r + - - t ± a - 0 71s lax: - 716 MR NO. U"WMG-FOLDER - - I. n - - - r - T I 714 { 714 _t SCALE' HORIZONTAL1•-40• 4 T > a , - - d VT V=nCAL•1'-4' C 5 - - c ~i + t fi - AN -=-7A 2- SA I 712 712- rt 9iLd 0- 09' S5 t t 0 T 0 1 n = BEAVN BY: - CWH I ~ z i 710 ` C 710 CHEC® BY: I-± FNS D 51 , I=076 + - RA$ - - - } 708 708-- + f t j- t t - B D 55 f i Mq_ .05 I 4i - t - 54 -r- . , Qr c 706 } t - -0017:71 - } - 706 ! ('R 53 t - I , 14= C-5 - - - - - 704 704 -P (of LL Ur w UaKq if LUK ?I 4 tor. fi_t t R' T + U 717 8._I ~LL 4- _4 702, - - fi t 702 t p - 407 I -t- _ SHEET NO. p (D 'm ro wo ajp ~0 o M~ mph, 04 a t0 (0 vi a OV r1 OD 0) a f~ Mj CAI ~ i nn nmod 446 n rn 1 10+00 10+50 11+00 11+50 x+00 9+00 9+50 10+00 10+50 11+00 11+50 12+01 12+50 13+00 13+50 14+00 11 .g. I fir JURISDICTION& p Y STREAM Q. "/X Coq IMPACT (150 ^1 RN2•> U y~ 351' OF 24' & 30' ~10 ~Z4 yy` AND EARTH FILL pga (NWP 39) 0cf) P m: r7 i RIPARIAN WETLAND o< AREA 10'x20' Of (n SITE NO. 1 ON PCN p o`. ? , (AS PER FIELD MEETING WITH In 3 PETE COLWELL-DWO) w L1°~ yp, is (NWP 39) STREAM IMPACT (130') _ SITE NO. 3 130 OF 36' RCP (NWP 39 i I \ ~ \ (e ~ Elmar CRAMERT - ~ - Or~ss ~ a 1 Lj W, ~ v 1'~ l8) PE o~ NC 21A 2S1 i NIAI y Ov)? . ry`q vet I f Y a N z °~w m z° O x 1\ r \~l zo_; F+ SITE $ p e1 y~^ I g0jr s z w U n~ p err d,, y p of VICINITY MAP NOT TO Ilk n NOT TO $(.AIE \ xE r-_ a III I i o-ay EAM IMPACT (105') % • SITE NO 4 0 / 105' OF DOUSE 35' RCP ROADWAY GROSSING ,*(~NNW~yW,P, 14) ('7 SlS..~.f-7. rwar raw u w wac Srrrlr ~.r. re ra.aw~w.w ~.r.rrs r~ ~ l.IQI xd j rrir ~~rwrw r~r.l i .r-wa i R.w M ONoA, 'I JRAYEA sRGR Lkp . IE J.4M \ N' x. ~.Ca P A- qoc~ nASE 0 , V' , 9,CC+ R 'wuE 29. PAGE22A I ~ h --ice _ @e4fP x0a]6 ~ `Ai8PM4W CR AAER w 6 ~ . 4 ' SJRPNSION( - / Now OR EORNER > a i R5 ^ i C utEFS B CRAG 4N0 'n 000n ,60. A' ~ 0.mER yt>L`p5 Y # MEE, D D -36 AG SoBO a9p." DEE E _36. a CRAIG I '25 _ r CEE ICO,A II AIDE 360 Ar Y 15-65-302 - < i. r -4~E 22A r' y 59. B.LCM B i WEF .gOpS , OR ~'oY . I)~~ INw 0 ccs + P~sc A ` X ` \/lII ^ 1EYPgiiP- F6 E• } ' '9 Bl PA~E 2.e J ~ N1 r.ONS'RJ_'ICNT A i I 2 anN :9mf 9 fi. SuBC NlCh a z r aow 30 C~.E.a s gr ca > _ _ _ waornv'rv C/~ F~aA a, 2C 8101. ww(A 4tlWi / .'6001 6[. 0M. ?.I Q:e I ~l AIE _ r Al , 8. Pis A X' r 1a 22A & 71 - - - h i , asw rnw I CiHR~0.L4V w.IIq ~J Y 7 ~ R~ 2n.GED MCA 7 ~Y./ T T xYL < _ l SNEE IADECAMN rOrEYnDiENryry / J s I 2 ~ h _ i~ LC=~J k-- Y~.;x v fORNERL~ • - ^ 7 S r D.U DRUG AND ~.NDA S/ERAG j I I 'I A( DEED ~.I, g PAGE ,583 GRAPHIC SCALE 2 E~' AA A N 65 Q SmpS / A / 0 521 Z If -IS It M1 Y _L- I 4p \ WUL ANA 1 ~ C4~R Y6 ) ~ I JIJ r WK lAlrm 1 k'~ 1 s . zz - i A rte-.' i I . r 4~ 4C 4 ~ Y~ f~ AIIIA ~ STOP v / SAN'AG• 4 *II L NE . NpTE CUYTR C ER _ SftBAEH* MAR NO 2 ARG r r srpnA DR f rTnT. III f r 0 GR BB ; A .JwAW AAq LOTS 23 t 2. ,4Y AGE Cr 1AII 40 2 u0 MEET MOhCnCrv _ f! Tptu ER f " AACTER YA. MOCEE[ 'OE r I ~CRUBBIN„ u'. EEAR•RACFAAAS RIpCATED ECR ROAOw.r r w0 TS 23 y . J.RNC MAZ$M ORERAnGNS, CARE SMhE BE YiSEC r„ pEERiI CENEAUNAI[D rNRpT r 10 M. _ Y,.f.TED ~ N0..A -0-eE SIR AREA 5;65 AC N,DHr AREA 'J5 Ar 3 ti" f ? x .R EOjiNERL° SO~ -WES CR nn a/m/m IAA ME R )NN G CRAIG e' 'L SAND' ClA :;nN / AE .cam aa~o w+--- 1 / J: SNiC° CLAJA4/ - GEE: 900E 29A6•. PAGE 38, r A ry GRAIEE1Y Our - •AA d t5565-305 r, S pp _ A J4 oRAM1;LJ sAN/' A°JA ( A.l -Y Ecw w ems.. a c wax a ,wf - / m W IDa-~~ Y' n LEGEND (PROPOSED) :A CI,EVIAC'.A . CAM I MA.R10-IOl?fH =M Z W~lm- 21 ? WAa 0 \ DRA C AREA \ rRUa :"_ea M Dls /a BEE AREA I CLEARING URNS Ea09Gr v0A0ftt NOBS - DIS JIBE I AREA / CLEARM4 LM1TII'<i { r R _ / 9'l. BE 1HE WI Acxps ~AJA9B , W.II .Y DAI A' I ,l il_ii~ CASEMENT 'G )6-RI A4,40,", "ok AME ' , C AA o xti z - J • 111- -!.iE OEAU+iVEN' 7 EYNxp~ i ND AAD l ISIAFYS rnl 1V DI ERSIUN DITCH (ACCEAR. fM L6 SIR~mOFROw WA IE REff.SSM_Y ~cvn n- xO U,E n»e~ - 9'a ern _ - r naps IReoosED, ~ - t alas (vR ED` O SEE fIL J.YrR' DInAW nM OE G4ApAG \ F \ E -T-,ER ^ - SEE IN.E' ccC'pLi1fN iE AA 21 c0h, S OEINLS. ~1 \ ~ S S "`EEEEIIII m,C A(. NL CpE5~,ClOhLC90N sEI~JEACE LEGEND xMR (E79STING) REAo* .._'.uAI .A57 'tioL +E 91 ARE \ r \ gSVME x 'REV .AT`IkS AE:4.T \ MV[ l 5 RT R v.r .M NOR Y,R 0RN , - YLL[ ~tAkniA AyE3 ME L'JNRA_TRB RAE E'.(RV I UIN- i0 WANG. M A GA ' 5-w ~oq,, WAS .YSTJIBFD Y W !O . WMYUY H'. fYt. SEwEA ,wE o - _ JIS'LNBL: ,L 81 ~ .f}:rvALiLq JAI Sf.EEr - R WAS AA L 6 6 A J E49 coneRS rmT~ eE grDrc ARE n,EOAo rto. _ +c f ~.9 / 0 AL SA' "CE RS'. C':]II A 5 AACEC AUS' AAw 6 1 SIDE' P]S'5 AS KR OE'Ay OA BREEI 21 IRE-ASSE 11 . sAr fTACE Y0- AERN'RU OA `Bls PRO,EC' III SEDIWI RA^5 BA9N5 }1 BE FISIC SIRE' V \ e ` \ y E , B• M ExOAEEEEEn w~p CU6r'+DCIILN - 1. ~ ~ ~s . x ~ ,t t s , ,_j~y ~,C ~ '•_1 - h~ ~ ~ ~ ' 1,.t~,~3 r i 1 ~ ~ /r Z a U) W ~ ' ~ ,4~~\ ..i'f ~J`\ `~1 k 0 do ,.'~~r ~ ~ ~ r / ~ h c ~ ~ ~ ~ ~ >IN: Z~~ • ?r J' r ~ a A A ~-.anf ~ e ~ ~ ~ ~drtRr~l :x~! ~ \ ` ~ I ` Y ' / _ _ _ _ _ - _ _ 1 ~ / ~ ` ~ J 'U" ~ ~ t .iR - Y..V VU• '.-r ',.FG£KI. 4 R f . liKpt J•. LEGEND fP:Vr'lAG, a suc ,x'. x_ _ - •.~__.-_T u...,r-~~,- ^ - .fir-__ . ~ u R .NC • \ r.-.g[ ~ ~ ^ >H- ~r+ec -.rte - - Kt na ~ a J +om Esc . \ i': M1 r I >op 4 J s n ~w AOBYEAE 1)..ORyf, , LFOF%D iPHnY09:D' I - '(5" V4d 7E` ORSEr RATE 361 a'm5u i . e A ~-'4-~CF^ON 7F: I D, z q So at LEGEND ;EXi.~":NG) - EKE 9 4- {p _ s. c., ~etl. E4YG. ale. Sal ll d AxA I" .:a - M F+~y !9AY A ~ cE v ydt ~4l V F+kl :Cw ~ \i 14 00 a c Z Z UP /.6 - ue W~ / Vii. U - rt;w-a i ffi 80~. W(u. N~YESN' ~ 3N:~+. i. i! vc .~-!Y SFTWMIT S.GMi 1 - a ~ Y! lWbOr ((F~ IX'NS. u'x l Y :'MEx~JfxP 4.1(MS Rx,A uN(ut[EAOY 1(9IV MG A I u of ry Z CL e: r,x x1 If- MIX a A WE, LP E49 FAA E 01 11 ~iC P M [U~K SELL- ~ ~ . J / I s, En u n .e Ada r1~ s; er =mAmo a'ws sac ~ J NOW OR :.err E~ is .e eAVa vw,a yl ~ 4•'h 4JnE~1 >~xPID:06>IXLMI ;SIC _ 1 rRANK M OF mot- n ~/~1,•~ I ~ GEED BOOK 2 Y.- i a nw, rp r. qbE 766 - - . A c ~ayCl. 5 Ol / ~ e V Ir I .10 MAN, Y I Mba pop~~ oEEO Ba , r^W on 1I~IIM k TAX t-~ i.~ OF iw-, A-1 +oui .cars ao V i .4APHIC SCALE lr?• / i - SEJ i i i 13 LEGp'1W (PROPOSkII A L x.IN AKA ffa9r a e rorts R YE +Oao6 ~ n¢ a n ARr. 4AIIN -ells SSuei A i P s WBEE RLA SpABb APl H M ~IIhx s B[wJnS AL ST 'n'AL A I AIB S;CN. _ LY.FGE L:...'IL: f .6 EY. AN 4RJVN A4'~R IlT^•:V0.M~ ;Nils CxtE IX w'Yfb tF tMWlnFx 4L e~k ttSaKKES ~J+ ImfS +q -C RE JURCES vqE irPE> I _ ~ / /'h ~ I, Z' rLR Ia BI*n Iwmt>gl to ar art aaKC. 9: 5 ;anxu .a s aAwc _d) E T AN M '.5M 8 BIGGa 9 • !U .7GIL 'AN' I uL < .)4V 1 4.R KK;pS q•' ~I' w'[ R -21 In ow; -vRwwN,. ~ixrA .~E _ te' of , ~ ,i. D SE oN. '`z ` to JN GRAyp( AN n' v y'PA$ ~Jnu . _:wAIV FAA4' LOAM ~fpoN EE. z i 'NLE?pppiCG IW ~ ~ ~ff[9(C~FpGSA 4n~90. [b4S 'yM1y, ~ _uwrH ?wb ltrlSmiza g.Np/,{_ ~R - CnF ~Al 22A ..Y UFl4"tiR >Y 5 A- S LEGEND (EXISTING) F, wowK 0.EMw u;R qua srt ~A q aOZz r IND, w~~.. a,ya•z.,, .a ~r usv,E`r.xg u+Teas sE+u• - xS . _re, ( an.c,dsc:.aF ~wFS'trml m ' [RMIER$ 4 BIW~ ven mg~n, ' _ ER .OOCS A c rzGye A arnMm[e'Aq+s wB,r~Au - - - .am<. x~rsmU MY ENr~O BC CY~IAett6 A~ 9fR0 W6ML A C pAsE 1y01 Q Z NGE Rot T S( co ' A R/ 9001.x. k ft y[K.F N94LLG a +y. RNLI' YJS x q - W z \ SZiI yS +S OEa xT, +>,t eaS- A X'JS tiC' oFfw'Tt a ~t 9;LS' f~ kI YM' AVi AC d+4r5 ibp,~ M¢ ST ID ELL STMQ~ 044 - ~ to bC JNQ(kt _ EF )RE (W x I n STOP ' i '-80.1-F724aAy ? A c j7V, 'A i M[r, lee ¢ ( Y CAMAGP f ~ NI1lm YQ.. y 0 Y v T'. i I ; KIVt EOUMY ` `fit Y r \ ~ \YCBLiM)i ^5X02' 5 I/ i. J -4 5 \ l\\ i sHIA'N M OR}L , ~ 7 6E 60a+ 2511, PA,E 166 S s i ~SM'? 1'a u9t ~ ~ ~ . ~ V ~t C ~ L ;RAW iIA 1 I CRAPxIC SCA I/ ~ .nust~[aimco avv o A I - ~ SED e uss r ~ ~ •Y° _ ~ ~ ov~ __cee~niim _ ac, sm Ol/ ifl 11~ I1 \ see w r.;1. ' j ' / \ ec j r' noon Mofl+ cwcNrz ` .i ' . \ 7 aew..ce E.A 111\~~_ DY@I. IYID~ if oo arc ~FJ I 1 I ~~~~11~T~ nro 1 a /0~ SuEP NO ~H ALA / E \ is nw A) IS, x S SHCEr IMOEx mac.. aDINEN ~m 3 oc f ~Z< _ Z a ~r Z> = Y~ - A 90~ .r:.. O/< /~L _ i r - c y/ r~,~ 7 r- r d _ r Lff- =e 1 fl ~wr ~ S • S:J 1-. - tom.-.,.-_ ; . _ _ - o.n _F _ 4 f . . . . . . , 1 h0.:.. f Y.. ?1 i ~ . S Y 71 . . _ rViY T 1- . 1 4, II i i f t°- ~ •i ~ ~ f ~ t 1 1 1 1 1 et 1 / 1 I I 1 if t1 } 1 1 / ~Y 1 t it I I 1~~~ r II I jf 1 I i O I Y 1''V I 1 t~ 1 1 X I y ~I i (i11 i i i* "Al tlt 1 1 ~ 1 1 1 r 1 f11 1 / ``-y---- ^pit i~) f t / / O 1 1 1 i ~ t ~ V tQ o 1v _ 1 Y 1 ~y m m I! if i f4l fill[ rat m s s A~ a s s m M m M m s w aft we r m s ~r J:\P ps Pt. r Will, 1201 s: ~W9 f onWa' [ Sur LOT 17. ILM 0 % N Hrovu' twxa "am xfr ~ I }[j o TAW PLAT GINK 9A PAK 2RA Olt ~ • N KL7w, LOT 14 KEK 0 / w/6 ~6s ~ WA t/7 Ro p"Aff DW I / R O O A\ MiG 4A / ? v sT / 2 OT EIfCOEE Urr % YARIVINK yY CANON wom PLAT N= M PLAT Lf) p"m I CRAM 1=1111 41 PLAT 11M f / RNt t [ 60E16 z o UK am• ~ • S STREAM IMPACT amw U "WOL j SITE NO. 2 0 MOT A 1100 0 60086 N 1S. r *UNWAM j" 351` OF 24" & 30" RCP z W w . z NAT ssm ft = N I63Y E IO• PAN =A f~ O EC a o N ~ w MM1'[ w3s WW OR FOAMMY W H" & MAW AM x NOW opt FORMERLY - _ OtfD T X 2916. P/r3 FRAM M HORSLEY TAX 8"5-1PORTIO OF ~i 01 En r.' RIPARIAN WETLAND C V) o N1pW ! S tl61'Oi' E AREA 10 x,20 11 SITE NO. 1 ON PCN - (AS PER FIELD MEETING WITH ~x PETE CALDWELL-DWQ) W S 65.20.06 E N sa32 E V STREAM I M PACT w SITE NO. 3 130 ' OF 36 RCP u9r 9~?' ~ ~ ~ 1. s &m H / E{more CRAMERTOP v i, bqp Z i. L.LJ l v ry 99 °(~/~/I ~ Cr) wo e~ ra~ear ~L a,- V Q NOW V* NC 279. _ 2517 W If Z ARE MAIL -P lp H ~ r S w u) w C 'Ole 0 C) -e n 40 00: T, / PPQ~jPr`O Qua w - - '~&5{= x r xa "Man 0 09 immoto Ira TAX Ift am a cr_ U z w VICINITY MAP Iii f / \ i 2s t < _`Y ` • 4 . s~ 0 NOT TO SCALD 'Al h' W K E n 1~~0 t ` X/' C p12550 STREAM S 6 uu- E - ' SITE P STREAM IMPACT ' no SITE NO. 4 (".:a~ \ ooas.ao 105' OF DOUI )F DOUBLE 35" RCP a 1~o j$ r,ss,ao-tee NM OR MAMY t'-loo' mum IL "00W NOW OR FOOMMY Km am am+. pm set . TAX R 15-9&*-pmvp1 OF • - } FRAIL( M. HORSEY BOOK 2511. PAGE 372 T 5-65A-Pg111O1 OF R E PAN CARp~ ' HOW OR FORMERLY - 40 FRANK M. HORSLEY 1 rlt SOOK 25011. PAOE 3" '3t.~,~ oFf~SS/pA~ z9 V4 T~ 0-664,ONpi OF - - - SQ SEAL yet NOTES t Y O• M i YY 1. - BWNDARY SURVEY TAKEN FROM ROSMSON $ SAWYER NAP aIED No sm WL1, PAK 3" DECEMBER 12. 2001. OF 01 O V~• F~ ~S 2. - THIS SURVEY WAS PREPARED W MM THE BENEFIT OF A 11RE OfAMRU `.k:RAPHIC SCALE Zs FfiFR , a g$ BY AN ATTORNEY. PROPERTY MAY K SUBJECT TO RECORM (RR UNRE, RIGHTS-OF-WAY. EASEMENTS, OR CDInROONS NOT pOgBSEE~RM OR SHOW% ON. ,oo !m >p w /h1R MEO "C9 ' ~N (!1'tObf' E' _ 1 - BASED ON GRAPHIC DETERINNATIOM THIS PROPERTY DOES WOE LIE IN FEMOM SPECIAL FLOOD HAZARD AREA PER COMMUNITY PANEL RN. 27099- DATED MAY 1, 1980. 4. - NO NCGS MONUMENTATION WITHIN 2OW OF SUBJECT PR ml, i~ .a~ - - JL -nz s _ a; 3 F a - 1. 4 4.. _ _ ! ` 1 1 i i L"OT. 31, BLOCK B ` i LOT 36, BLOCK B } V A j N 'CRAMER WOODS i CRAMER WOODS i 1 SUBDIVISION, , SUBDIVISION, I r % V I OD (o ! v~ PHASE 1 j PHASE 1 r ` 1 r PLAT BOOK 60, i AT BOOK 60, r 1 ` rr` / it LOT 38, BLOCK B' \ PAGE 22A ! ! ! \ 1 PAGE 22A ! r V I AI Q O v 1 CRAMER WOODS \ r/ 11 i ' SUBDIVISION; \ i 1 - i~ NOW OR FORMERLY I I ! ! ! ! ~O PHASE 1 iPFI ~R LOT 19, BLOCK A - - ~ CHARLES B. CRAIG AND - I N z PLAT BOOK /60, d ,r F CRAMER WOODS WIFE, DONNA G. CRAIG / I 9 r r r r i PAGE 22A I 1 / A \SUBDAASION, / DEED BOOK 1136, PAGE 725 / \ 0 z PHASE 1 ' DEED BOOK 2946, PAGE 380 \ I \ PL PLX'T G800KA 0, f TAX 15-65-3.02 'AREA 01 ~E 22 s I z / /rrr I "~~~~~I~ TOTALDRAINAGE AREA. .1 CF ,yq v) w it ~r~•~ i! `fir LOT 39, BLOCK B PRO 1 CF F ! ! ! CRAMER WOODS Eli SUBDIVISION, mw ( d) f NW i PHASE 1 r r r PLAT BOOK 60, I I \ / / z LOT 19, BLOCK C * 'PAGE 22A ' TEMPORARY 4 \ ~ CRAMER WOODS i + O _Z o CONSTRUCTION ~U4 V) / SUBDIV ION, / t LOT 16, BLOCK B ~~,(1 ~r > l 1719 r PHASE 1 / I CRAMER WOODS , \ I I ENTRANCE M PLAT B06K 60, SUBDIVISION, r 1 J IPF- /off 4c V) PAGE 22A r PHASE 1 n PLAT BOOK 60, ! LOT 40, BLOCk B ! ' r r PAGE 22A CRAMER WOODS r r SUBDIVISION, j I Q _ - - ~ ! PHASE L 1 04 LOT 20, BLOCK PLAT BOOK 60, Y 0) CRAMER WOODS PAGE/22A A _ SUBDIVISION, ! - - - - PHASE 1"r " woo PLAT BOOK 60, 000 H PAGE 22A j I, T~MAP 01 IF LOW X 27 VADE 3' DEEP I ~ 1 OE ~ I ~ I 1\ lr l~~ l~ Le IV S TEMPORARY 4 coNsTRu noN 4 ENTRAIN SW SE 1 A- I / SHEET INDEX NOW OK FORMERLY HUGWS. CRAIG AND WIF, LINDA S./CRAIG DRAINAGE AREA 43 TOTAL ARFJy !E AC /I , Y r GRAPHIC `SCALE i vv DEED 1300K 294 ,PAGE /~83 i ~ AREA. 1.24 AC~ / TAX 1,5-65-3/ so o n so V10 I 2W A Q aa~ CF N r z4O0 `z = 0 (SIX TRAP STONE Fl Ae ~IN FEE*~ j -J ~ 04 (TYP I~ORwwACE Arm rt - / - _ 24 1 inch d0 ft 1 1 WTAL AIWA 1.15 AC Fwalp 1. a a. VOLUME VOLUME = ~ U~0- Z a: LLI E--4 0 Ac a ~02) / 00 I , ZOO SCI iT 7RAPJ I I \ \ \ \ QU O MENT 7RAP 12 of !~1 x /E I 1 1 0U~ U X of X r , EP 0 000, 1 ~ J 116* - NC ONECALL , 0 0 . - -1- i i BEFORE YOU DIG \ < U \ STOP w //ii SANITARY /SEWER LINE A i1-800-632-4949 \ AVOID UTILITY DAMAGE II sit FENCE I i STE I I I A I TOTAL SITE AREA. 57.85 AC I /i \ i TOTAL DMIDED AREA: 17.75 AC NOW OR FORMERLY Y I v SDI TY~EES / DATN: CHARLES B. CRAIG AND AND \ CeB2 - CECIL SANDY CLAY LOAM 12/07/01 WIFE, DONN G. CRAIG A I G I \ CeD2 i - CECIL SANDY CLAY LOAM/ rROJscT No. DEED BOOK 2 46, PAGE 380 ;E 380 y TOE T TATUM GRAVELLY LOAM ODO".02 TAX -65-3.05 )5 TOB T' TATUM GRAVELLY LOAIrf TOD fi TATUM GRAVELLY LOAM I= NO. DRAINAGE AREA ~TOTAL AREA. OAS AC \ \ \ CN -i CHEWACLA LOAM / DRALWING-F=n . 1 DISTURBED AFFJL St AC SEDS IT TRAP LEGEND (PROPOSED) I / SCAM: 1'-50' 0000 CONTROL NOTES DEEP DRAINAGE AREA ~ - ' \ \ DISTURBE AREA / CLEARING LIMITS = IT SHALL BE THE CONTRACTt RESPONSIBIL1jY ?~J DRAWN BY: AGE \ \ DISTURBE AREA / CLEARING LIMITS TO OBTAIN APPROVAL FROM THE NORTH C NA DAINAGE 81 UTILITY EASEMENT DEPARTMENT OF ENVIRON i AND NATURAL RESOURCES C1IH •0.60 AC \ RE ED t.242 1450 SILT F ENC~ (NCDENR) FOR OFT SITE OR ROW AREA If NECESSARY. CBMC[ED BY: DIVERSION DITCH DDS \ O SEE SHEETS 15-;3'FOR CONTINUATION ¢F GRADING \ 5' CONTOURS (PROPOSED) AND DRAINAGE: , r, f a tL, 'r I' CONTOURS, (PROPOSED) i 3 SEE SHEET 24 EROSION CONTROL DE \ STONE FILTER NARRATIVE, AND CONSTRUCTION SEgJENLS, CE. tiErl. LEGEND (K SMG) ` - 0 THE SITE AND 12 /3.0( Y;3v37 i \ - - - - - - _ 4 REMOVE ALL CLEARING WASTE FR ~h s . ~7 \ DISPOSE OF THESE MATERIALS LE Y. .,-CNr, ctnc \ \ PROPERTY OR RIGHT OF WAY LINE NOW ~R FORMERLY \ - ADJACENI\PROPERTY LINES O THE CONTRACTOR SHALL MAKE EVLRY EFFORT TO V'~ I WAYN H. TAGGART _1. CONFINE DISTURBED AREAS TO A MINIMUM. ALL EXISTBiG TERLITING) AREAS DISTURBED BY SANITARY SEWER LINE A DEED BOOK`2618, PAGE 699 L -76b - - - 5' CONTO PS (EXIST THE CONTRACTOR SHALL rt~ N0. TAX \15-65-3.01 r CONTOLMS (EXISTiaGZ BE SEEDED AND MULCHED. I r1 A ? E / 1 C7 EDI ENT TRAP .U1 4 2s LONG * t9 V" S DEEP CW ]:`Projects\00044jcw design5.dwg, 12/11/200105:25,36 PM, 1:50 I I / \ -A- o NW NE / N \ 1AtI t~0 ~'IT~ / 00 / a SEDIMENT TRAP K 1 1 _ J LONG % 20' WIDE Z to ~b E' I _ F 1 / r 0 2 -705 NOW /OR FORMERLY DRN AREA GRADY'G. McCUEN AND/ _WTAL A Q54 WIFE, IANA K. McCUEN 1 df Z l TRAPprIaEO DEED BO~K 1460, PAGE 144 1 V) uj - 710- ` TAX 15-65A-10 z wW w I ~ j~ o oc a W z W o C7 w - SILT FENCE / Z F_ m3J N DITCH ~ oaZ L C 24 N /SHEET INDEX / i (P 01 N to / Cif 7 r7 *400 DRAINAGE AREA /4 TOTAL AREA: 299 AC ? / ~j OISILMED AREA 1.16 AC VOLMME PROVIDED: ZOW CF ok SEE TRAP #4) GRAPHIC SCALE Z = O I DRAINA(~ AREA 50 0 xs w i0o Lj y TOTAL AREA: 270 AC . . . . ' woo CIA5 AC V p P4 afto IAA CF I/ 1,990 CF \ Erma. ~v ~ IN FEEL' , Q L -r E-4 (SEE TRAP 1E) I inch = 50 ft U z 000 0 0,00 ~ cc~)) Ile I-- a- 0 00 Qwc) ZCL3 Z / 0 NOW OR FORMERLY_ \ FRANK M. HORSLEY~ maw( DEED BOOK 2511, PAGE 372 v PoRArtY _ ° U Q 1 TAX 15-65A-PORTION OF 8 - /l CO As c'11°" lI cn Q U NC ONECALL U W I ORE JOU -DIG - STOP I t-800-632-4949 AVOID UTIUTY DAM ----10 - - / - - - - SITE DATA _ i TOTAL SITE AREA. 57.85 AC/ / DATE: TOTAL DENUDED ARk-17.75 AC 12/07/01 SOIL TYPES CeB2 ; CECIL SANDY CLAY LOAM rxorscr No. v COD?/'- CECIL SANDY CLAY LOAM, ' ooo.oz TqE~- TATUM GRAVELLY LOAM - / _ - , PILE NO. TaB - TATUM GRAVELLY LJOAM DRAWING-FOLDER v / TaD - TATUM GRAVELY` LOAM - SCALE: I•-50• - - CH - Cl"ACLA OAM LEGEND' (k0POSED) / / - DRAWN BY: / 010/" CONTROL NOTES DRAINAGE AREA / CWH I ~r T DISTURBED AREA / CLEARING LIMITS IT SHALL BE THE CONTRACTORS RESPONSIBILITY / CHECKED BY: DISTURBED AREA / CLEARING LIMITS TO OBTAIN APPROVAL FROM THE NORTH CAROLINA, \ DAINAGE g UTILITY EASEMENT / DEPARTMENT OF WARONMENT AND NATURAL, RESOURCES DDS IZ (,3 (NCDENR) FOR OFF SITE BORROW AREAAF"NECESSARY. SILT FENCE DIVER_SIDN DITCH SEE SHEETS 15-23 FOR CONTINUATION OF GRADING _5! CONTOURS (PROPOSED) AND DRAINAGE. 1' CONTOURS (PROPOSED) O SEE SHEET 24 EROSION CONrTiROL DETAILS, STONE FILTER ,NdkRATIVE ATIVE, AND CONSTRUCTION SEQUENCE./ ,I i LEGEND (EXISTING REMOVE ALL CLEARING WASTE FROW1HE SITE AND DISPOSE OF THESE MATERIAL5 LEGALLY. PROPERTY OR RIGHT OF WAY LINE - - - - - ADJACENT PROPERTY LINES ~ CONTRACTOR SHALL MAKE EVERY EFFOR~O SHEET NO. CONFINE DISTURB AREAS TO A MINI". ALL Z~N -f-- AKtAS tnsyKtltu ei nt t~arcnC urc ~nnu ' . f ~76I7- - - 5' CONTOURS (EXISTING) / BE $EEEfl AND MULCH ' V 1 I P CONTOURS <EXISTII I ):\Projects100044`cw design5.dwg, 12/11/200105:44:27 PM, 1:50 I ~ III I I ti i SA#NTARY Smelt lm A /STONE FII:IER / \ - N AGE ARFAi 4 1 AMA: 1s5 AC ARE- 40 AC 7W CF 1 ago (SEE X0) 750 CF 1 I / , I U ~ SEDIM@IT TRAP _ x z 1 r / Le / - - - - - - - - - - - - / NOW OR ORMERLY I / / _qMT TRAP \ Z FRANK . HORSLEY I / _.,/21F LOW X W \Z4 D / DEED BOOK 511, PAGE 366 / TAX 15-6 PORTION OFF'Q1 ' LEGEND (PROPOSED)"_ i .4- r6 cc ui U3 0 T TRAM 07 \ DRAINAGE AREA X 1 HIDE -7 Z_ C9 N r DISTURBED AREA / CLEARING LIMITS Le Pb so x HAM B DISTURBED AREA / CLEARING LIMITS DAINAGE & UTILITY EASEMENT SILT FENCE I i O a N f i ?~co , ? DIVERSION DITCH i cr. co) (mor- 5' CONTOURS (PROPOSED) i I' CONTOURS (PROPOSED)' / 04 SOON I / STONE FILTERS / I rI~ noun LEGEND (EXISTING) PROPERTY OR RIGHT OF WAY LINE STE DATA / / - - - - - ADJACENT PROPERTY LINES TOTAL SITE AREA: 57.85 AC / - " EXISTING CENTERLINE T TOTAL DENUDED AREA 17.75 AC LONG X - -7&5- - - 5' CONTOURS (EXISTING) DEEP uac x "RS I' CONTOURS (EXISTING) SOIL TYPES: CeB2 -CECIL Y CLAY LOAM CeD2 - CEgI Y CLAY LOAM TaE - TATUM GRA Y LOAM / TaB - TATUM GRAVEIIY LOAM TaD - TATUM GRAVELLY LOAM CH - CIEWACLA LOM 1 - _ I 0 10d op i Q NC ONECALI FROM COWMIDIL N01ES Tm 1.85 AC 'm /,000 AWU~ AV" 0.70 AC AAAOINAGE BEFORE YOU DIG ) r ,.716 - TOTAL AWA: 70 _I w V IT SHALL BE THE CONTRACTORS RESPON~IBEITY / 1 I S T 0 P TO OBTAIN APPROVAL FROM THE NOR CAROLINA I 1__632_4949 DEPARTMENT OF ENVIRONMENT AND N RAL ! / l\ \ - rte,, (SEE Qw= (NCDENR) FOR OFF SITE BORROW AR IF MAP AVOID UTILITY DAMAGE : SEE SHEETS 15-23 FOR, OF GRADIN \ \ =w~ AND DRAINAGE ! l I i \ N - aft Q_ '1\00v MOO \ 03 SEE SHEET 24 EROSION CONTROL DETAILS, NARRATIVE, AND CONST" SEQUENCE. w REMOVE ALL CLLANJeNASIE FRCP THE SITE AND ZQ-~ z TOT DISPOSE OF 11EFWIERIALS LEGALLY. Y / / Mum AC c) 0 ~e THE CONTRAVfIR SHALL MAKE EVERY EFFORT TO/ / /Vam 1.100 ' / / 1 Z = LLJ Co Mam me/ CONFINE TUR8D AREAS TO A MI M. ALL ARwa OFSTURBED BY THE CONTRA( SHALL' moo 0:2 /BE SEEDED AND MULCHED. i moo solo < / now Q (1) Ix U slow ows NOW OR FORMERLY cr) i FRANK M. HOR LEY ' DEED BOOK 2511, nAGE 372 - SILT 1' 31111 ~4 TAX 15-65A-PORTION,\OF 8 DNERSION DITCH NOW OR FORM(RLY FRANK M. HORSLEY I / DEED BOOK 2511, RAGE 366 1 DATE: TAX 15-65-PORTION OF 01 X 18/07/01 PDQn= No. NE 000".02 -AVOW OR FORMERLY to NO. DRAT FRANK M. HORSLEY MAPOLDE6 / SIP e 10-M, DEED BOOK,25tl P-AGE- 366 TAX 15--65-P6RTION OF 01 v \ v 1 \ D)<?II1 BY: CWH _tMGE I AREA 011 i AREA , ' / / \ \ \ 0 CAR ',L am AC 0.70. AC / C \ c°pQ'S ESSi ~ ~ . A oee AC ArA: 0.06 AC yQO NO 1RAP NEQURM / i GU1JfD SEAL ; i /~i A\ s 13037 i s O' GlfaE / ~ ~ ppnr r+U"`J~ GRAPHIC SCALE y3TG SHEET NO. 200 D 25 00 100 50 / / I IMULA EN FEET ~x 1 Inch a\50 R i . 0 r 1 ~PiojectsV00044\cw design5.dwg, 1211112001 06'.0436 PM, 1:50 I IPF STA I \ \ ITAXIit 568- I \ / 1 PF ' i I LOT 17, LOCK `j FRAME WOODS N \ I I LEGM. (PROPOSM) I ~ SUBD SION,j EROSION I V ` CONTRbL~NOIES STE DATA I I I PH SE 1 0 \ . . + DRAIN~GE AREA I~ACTORS RESPONSIBILITY TOTAL SITE AREA: 57.85 AC PLAT OOK 0. DISTURBED AREO / CQEARI~G LIM1,TS \ 0 ITSALL BE THE CON TOTAL DENUDED AREA: 17.75 A~ I IJ.A~l1~ JV~J DISTURBED AREA / CLI=ARIN L[MIT'S TO OBJAIN APPROVAL FROM 'ME NORTH CAROLINA I I I A DEPARTMBT OF ENVIRONMENT AND NATURAL RESOURCES SOIL TYPES: / LOT 19 BLOCK D fl INAGE& UTILITY EASEMENTS (NCDENR) FOR OFF SITE BORROW AREA IF NE~E55ARY. CeB2 - CECIL SANDY CLAY LOAM CR WOODS z St LT FENbE SU SION. a *41 l / / ~Nj 11 l l / / PL T 800K 60, DIVERSION'`DITCH CeD2 - CECIL SANDY k~AY LOAM I \ ~ ~ Z SHEETS 15-23 FOR CONTINUATION OF GRADING O S" TaE - TATUM GRAVELLY LOAM G) z 5' FONTOURS~ (PROPhSED) AN AINAGE. TaB - TATUM GRAVELLY LOAM PAGE 22A I' gONTOURS \(PROPOSED) SEE SHEET~2* SION CONTROL DETAILS, Tall TAR1L1 GRAVELLY LOAM STONE FILTERS A % NARRATIVE, AND C6NSTRUCTION SEWENCI / CH - CNEWACU LOAM /V LdT 18, BL K D LOT 26, BLOCK D M LLI ~i CRAME MER WOODS CRAMER WOODS j z O wW w LEGEN(EXISTING y 4 REMOVE ALL C FARING WAK FROM THE SITE AN 1 DISPOSE4. THESE MATERIALS ffsQALLY. SUBDIVI 1 ON, ! \ SUBDIVISION, I Z Q PROPERTY OR RIGHT OF WAY LINE T \ I I l 1 I PH OF 1 PHAS€ 1 i o 0 ADJACENT PROPERTY LINES ` OS E CONIRACTOORR5IIALL MAKE EVFRY'EFFORT TO / FINE DISTURBED 7~AS TO A MINIMU~ALL PLAT E 12 60, PLAT BOOK. 60, ca W W z PAGE 22A / PAGE 22A`, ? , > w EXISTING CENTERLINE DISTURBED BY THE CONTRACTOR SHAW,", / rn - - 766- - - 5' CONTOURS (EXISTING) \ BE D AND MULCHED. \ r coHrouRS (EXISTING) t.ot I P __~W~~ W 1/~, v ~y0ocZ n l I! 11 l 1 1/ n ; ii U) C>) TEMPORARY N STRUCTION ~i p(Dj ENTRANCE F r" / PF Bc Oh (CALL 1 i - , BEFORE YOU DIG 1 r I 1 1 I \ /lloe A-)~ ~ I ' ~ ~ \ \ 1~IMGE AREA /1 - r ~ A 1 1 \ TOTAL AREA: 666 AC \ \ / / STEP i \ DISTURBED AREA 270 AC ~~i / 1-800-63214949 ~I `v I Jr I I AVOID U11W1Y i I / I VOLUME --5.027 W BAS DIWAt 41 ~ I I I I 1 1 / i ~ I I I I 1 I ~ I I I I \ 1 I I /1 ~ 1 I V 1 NOW'OR FORM RLY / 7 NONE FILTER I FRANK M. HOR LEY 1 I I Typ, v 0000 CC) DEED ROOK 2511, PAGE 366 l \ \ ON cn X< F-4 TAX #:~15-65-POTION OF OJ I I v v , r Q LIJ 2 oo U W ocro SANITW 31`11FR LINE K Z 11. i zzw 24 0 O to 0:~ Zo 1 I / I now ~ I I I l / I I • ~ . ~ ~ I l ~ ~ ice, 11 ~ \ ' ` ' ~I r~I DATM ~ l I I li i III ( AKIA~A~ 015 GRAPHIC SCAL18 D EN`f 12/07/01 1.62 Ac 50 0 m 50 2,916 CF 11 / WEV. - - X PBDJWr No. Wy / 00044.02 (a rear M) a MR NO. I inch = 60/ rL j / / 1 ( I l V ~ I j I I I 4 / DRA I)IG-FOLDER NE 1 I ~ } ' I I ' DRAWN BY: CWH i;10 1 SEAL 1 X T TRAP s j/ 13037 SANITARY SEVO UNE/ 8 \ \ 1 I ? V 1 1 V= Ir AIN AREA 2 i n; ln; a" / / / / / ~ \ \ ~ # / ~ `fit ~ , ~ I I TOTAL IA AC \ / / \ \ \ DISTURBED 0.6570 VOLUME / i/ / \ . ~Fm a an 1.260 CF i % r1 A W \ Co / SHEET NO. fp~DRAINvA Toni • AC om AC SDI E t 730 CFA / / / \ -Z LAND r MADE SW I SE SHEET INDEX 3:\Proje \000441cw design5.dwg, 12/12/2001 11:28:43 PM, 1:50 / O k ' N I \ / RING HOUSE ~ 1 I 2 I THROAT=713.67 D-56 I _ 1 / I/ ~ A o z i / \ • O0 I I I II \ Z ~ ~ I Q I ~I I ! I ; / / l 1 = I I II 4 - i r''--- N W i / M O W4AJ W w TIE NEW C&G -5 TG =715.3 TO EXISTING I I~( CT1O 5 / ~I~, 3HEE'P 12 SHEET 12 O a - - - - _ _ ~I D+ rc = 717.6 1 I11I' ) 4 / I R CONTIMJA7 CONTUMMON- Olr- w I - ARY 3L~If! HAN IrA- k SEIIEEi LINE-A I - - - _ Ir Z v AYE. ' I ~P• / 1- ~ ~ I DRAINAGE I 1 I I ~ 3~ ~ DRAINAGE do VrLrlY EASEMENI EASEMENT (WIDTH NARKS) 1 9+00 --4- f ----i--~--- I - - -I - i------- 1 I 0 o INV=7 0. D- RIM =704.19 D-3 1 I C4 14 06 I _ ~ I X13+ ~ I - _ - - - I 1 13 OUTU7 1 / I \ \ H PROP SMH-17A PROTE 24 a ST& 35+85:10 ~ SMH45A 1 t+W.p7 1.57 JEA e727.02 ibhW08. R - - - INV=698.00 D-5 J 1 / \ 4- CONCRETE OP- / SIDEWALK 1 I f_ _ ~ / ; ; ~ ~ ~ ~ - - ~ 1 I ( D-5 TG = 5.73 r 9 I I I PROP 5(H-16A - v I L7NE A_ Sf • 33+BB:o&_~ I I RIM ST14. 3+35.12 L TG - 713.6$ \ 1 - - - , - 24' CONC. I V&jV~ URB \ -.elJ I - ~I l I I I D-3 TG =703.10 Sb d = ~4d ~`e L I\ \ LLJ CL off i , C) O 30 j~ =wo p y.. - -I 7 } + - + - 738 nl ffi5' -I i -Fo 738 C) - - --t- 101 woo n A. r t + f .r ~.s 1 ~ I I ' -1 - - 736 Z 0- t- r r- 736 + a - - ~P R C t Z~AL E: 1 0- JA MD m ml w - W 734 Q = U 734 1 { 1 + { } 1 - - - -T 27 t-I zUQ 44 -8 - - - - j t- 732 1'~1 } -50100, + - - I 732 r 46 730 0 V) a 730 n r ^ - - 728 \ 728 4 to t t ~ of _ \ I - - - - r T Z$ +i t - - 726 726 N 0. \ v r t r _ 724 724 a _ t a + - -r _ r r o~ - -nm 722 722 - - - t DGL -17 1A_ I,- Pat- I 720 BOB: 720 + - - 1 r - - O f - 12/07/01 - w rn N 718 PROXWf NO. Itz- 718 + a m 00044.02 716 FM NO. 716 ` 1 + 0 DftVWG-POLDER 714 - - - - - 714 WAIT HORTLONTAL•1'e40' VERTICAW"-4' n - 712 DRAwIi BY., 712 - - - CWH -I n &R' 55 = 0T 0.1 I 710 710 t - - F S D 51 1 - V=`04 76 - - - - - 708 ,atur u,+,ri - o/ 706 t i- - B (D--55 -l 5 - f- - - \N''~\k CAP r 1 l I _ ~ _ - - - - - 706 Z`J~` acESS+p 706 , 7 + SEAL i - 17 7 -6 -5 ' 130x7 + - - 704 - 704 - - 1- - EE ;mlwmmx *GIN 1 - T B - t f SA ITARY - -I- 702 ~grrrennmtttP"~~ 702 _ 10 I I ~ I SHEET NO. L _ - 1- -1__ 00 In 04 t If) 00 ip-. of Or 0 O 40 IO leo ifli a: CIO M [0 Oi Q r ~iM 0i L N W) ~ (D ~n q ^ nn n ~ ~In f' n ~ n i ~ _ _ n L -ol_ - 1 C14 n mai oao o n o m to ~d -N a IA n Aso 10+00 10+50 1f+Q9 Ytf 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10+ ):AProlects\00044\cw design5.dwg, 12/10/200111:16:06 PM, 1:1 x x k I I+ I 1 ~ i N L---------JJ w N I 1 NORTH AMERICAN GREEN S-150/ 00 / o / / COI M~iOW (s F7 1X 0- LONG) SAWARY/SEWERS 4- CONCRETE NE A SEE H 12 ( z 1 SIDEWALK ~ 1 - I ~ I I I I ~ I I ~I (cn z I _ r! C3 z ~ I ~I I l I I I- I I ~ ~ TG = 712. g D-17 v~) OUTLET V G = 69 '.21 D-15A ~ CTION Z z ~ N w I I I I I I I I I~ I I J TG = 735.40 D-2 }TG A30.37 D-2 ( I , I } I " I I /TG = 76.13 D+18 / RD STIr 18+38.93 F~R= 'CONC. 1i61QMML~ ~ / % ~ Syr Z a L-~ L- -J -HlC - - J J ~ PREP SM - - ~ f SMN 1 C ~ ~I = §.11 D-15 / LINE STA 25+12.85 YMI(~GYIIALL CD 0 TG 70 zz LINE C STA. 10+00 / O.G. STD. DET L -1)3 UNE/ D STA. 10+ w o I l / NV X685.00 D-11 4 SMN3c Ri~N°E''c sTw++Oi6 T TR. X40' ~yl~ / R ED srsz3 90 MOP RD STA. 11+34.98 NE ! R~8~7.90 z L' LINE C STA. 17+63.61 M=726 07 / RNif-718 b2 686.00 D-11 A ~ /i/~/ 696.36 D-12 / W v SM~ID O ``4c Z 10J 11+00 / 5+ / - 1 fT 696.228 - ' 04 - cl) 0) -Ar 1 . I LM i l~ i w as TG °^1123 6-19 -7 - - - - G r 130.3 D-21 - - - - - - - - - - ~ I I I ~I--- r' CONCRETE I I ~ VALLEY CURB I I I I I INLET TECTION 1 l \Z5 j V4,1 TG 706.11 -161 I 1 I I I I I I) i / INTERSECTION I A: 1 + .36 / STA. 10+12:00 i I I ~ I I / I I ~ I I I I / i T =6 X6.36 D-13~ 4b 0 L /4 0 1 REINFORCED \ CONC.1 PER ALL i INV =(1ts /05 D- 4 / l I 1 ' --------J L ---------J / HORIZONTAL SCALE: C ",S-TD- RETAIL IC 13 I i / I l l Z_ 1 I / I J = 1.4 14 7~" I\ \ I / / / \ 0 4 0 i~ 4 8 12 p....i Hr Of V) b Li 1 I i' ~C ~ VERTICAL SOLE: 1 II / - C) FZ a- O J ~ m °f 1 ' = w o E-? (Y o OD S A 738 C (Q-a2)' r 1 -fi - ME .9 - o Wo F-4p~ NXI M + O - _ i t1F~731.25 _ o 9+ W. 4 - 0 1 NI m C ; - n c;d 736 11 L EL --V - M a g ' 49:4 I 1 .1 734 T + i z i.. I j m m ' - CLd TOD 11 0c - - IX --4 1 z O Q F--1 o Ir 732 \ o n: t/) n J 730 m t + Y R -i - CD 728 + { \ e d W'' Z 726 0 = 1 ? u FNN F.. m / V4 e N OD -5 f7 - i- - 724 C B i ) do I _ I ap / -'z 5 ! \ 000 V + / 722 I } 72 OUT= 17 22 N, 10 720 C 11) I I, ~ \ tO / DATE: i- _t_ 12/07/01 - - \ - + PROJECT No. Poe 718 1 OJT 172 771- f - ~ I + + 00044.02 01 v rua NO. 716 Oq,T 7 72M 96 DRAWING-FOIDER i -00 714 8 D 16 - ' HORMONTAU"-40' t - - VERTIC":1•=4• WWI -1%11. v I= 01 7 D 16 C -1 3 DRAWN BY: 113 (D-. 1 * l 712 N= 1 .5~ D 11 ICI t 9 88 SCALE: cwft 4- t li 710 - - - - t _ - D - + 1 _I N=593.30-15) 708 + + + - - LL' R B 01: r-9E -4 IN 6 O _ 1 ED 706 X10 = 91 28 i 704 - + ! l: 1} S•. - -t- - - t j )1 v ER - 13 SHEET NO fi f fi IMI 702 - + rt -4! ~ I ~ ~ o N a a s o 0 oll rn n rn' ~ V m N Qj tq O~ CIO cI!N `o O O 40 MO N0 ~v+ mED O ~M nM ~M nr nn n~ nN 40 n n n r f~ ~ +50 17+00 17+bo 18#00 18+'x0 19+00 19+50 20+00 20+50 21+00 10+00 10+50 11+00 11+50 12+00 1250 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 ]:AProjedsj000441cw deslgn5.dwg, 12/13/2001 0121:14 AM, 1:1