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HomeMy WebLinkAbout20041979 Ver 1_Complete File_20041213a Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality February 24, 2005 DWQ# 04-1979 Mecklenburg County Mr. Jeff Cowan Grace Development Corp. 8037 Fariview Road, Suite E Charlotte, NC 28227 Subject: Stonebridge S/D APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Cowan: You have our approval, in accordance with the attached conditions and those listed below, to impact 0.02 acre of wetland and 250 linear feet (If) of unnamed stream to Clear Creek in order to construct the Stonebridge Subdivision in Union County, as described in your revised application received by the Division of Water Quality (DWQ) on February 16, 2005. After reviewing your application, we have determined that this project is covered by Water Quality General Certification Number 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. The General Certification allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. The above noted Certification will expire when the associated 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 in writing, 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. In addition to the requirements of the certification, you must also comply with the following conditions: Before any impacts to the stream and wetland occur at the subject site, acceptance by the Ecosystem Enhancement Program (EEP) is required in order to compensate for the impacts to the streams. In accordance with 15A NCAC 2R.0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 213 .0233(10). Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program), the stream impacts shall not occur. Ms. Carol Shaw should be contacted at (919) 715-2227 if you have any questions concerning the EEP. You have 90 days from the date of this Certification to make this payment. Nom Carolina ,aturally 1. North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone (704) 663-1699 Customer Service Intemet: h2o.enr.state.nc.us FAX (704) 663-6040 1-877-623-6748 An Equal OppodunitylAffirmative Action Employer - 50% Recycled/10% Post Consumer Paper 2. The Mooresville Regional Office shall be notified in writing upon the start of construction of the project. 3. 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 on the property. These mechanisms shall be put in place once the 404 Permit has been issued or within 30 days of the date of this letter (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetiands. 4. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (of the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the stream banks. 5. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full compliance with all specifications governing the proper design, installation, and operation and maintenance of such BMP in order to protect surface water standards: a. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. The reclamation measures and implementation of these measures must be in accordance with the requirements of the Sedimentation Pollution Control Act. 6. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photographs upstream and downstream of each culvert site to document correct installation along with the Certificate of Completion form. 7. Continuing Compliance. Grace Development Corporation (GDC) shall conduct its activities in a manner consistent with state water quality standards (including any requirements for compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify GDC and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 21-1.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to GDC in writing, shall be provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project. 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 that conforms to Chapter 1508 of the North Carolina General Statutes to the Office of t_ Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721. Sincerely, 'r c "A for Alan W. Klimek, P.E. AK/aj Attachments cc: Army Corps of Engineers, Asheville Cyndi Karoly, Wetlands Unit Land Quality, MRO Wetland & Natural Resource Central Files PAR iJ 4 eI"CH wA T,-RQ? r s y Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality February 24, 2005 DWQ# 04-1979 Mecklenburg County Mr. Jeff Cowan Grace Development Corp. 8037 Fariview Road, Suite E Charlotte, NC 28227 Subject: Stonebridge S/D APPROVAL of 401 Water Quality Certification with Additional Conditions Dear Mr. Cowan: You have our approval, in accordance with the attached conditions and those listed below, to impact 0.02 acre of wetland and 250 linear feet (If) of unnamed stream to Clear Creek in order to construct the Stonebridge Subdivision in Union County, as described in your revised application received by the Division of Water Quality (DWQ) on February 16, 2005. After reviewing your application, we have determined that this project is covered by Water Quality General Certification Number 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. The General Certification allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. The above noted Certification will expire when the associated 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 in writing, 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. In addition to the requirements of the certification, you must also comply with the following conditions: Before any impacts to the stream and wetland occur at the subject site, acceptance by the Ecosystem Enhancement Program (EEP) is required in order to compensate for the impacts to the streams. In accordance with 15A NCAC 2R.0402 and 15A NCAC 2B.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program), the stream impacts shall not occur. Ms. Carol Shaw should be contacted at (919) 715-2227 if you have any questions concerning the EEP. You have 90 days from the date of this Certification to make this payment. One No hCarolina Natcrra!!y North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone (704) 663-1699 Customer Service Internet: h2o.enr.state.nc.us FAX (704) 663-6040 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper X 2. The Mooresville Regional Office shall be notified in writing upon the start of construction of the project. 3. 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 on the property. These mechanisms shall be put in place once the 404 Permit has been issued or within 30 days of the date of this letter (whichever is later). A sample deed notification format can be downloaded from the 401 /Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. 4. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams (of the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the stream banks. 5. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full compliance with all specifications governing the proper design, installation, and operation and maintenance of such BMP in order to protect surface water standards: a. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. The reclamation measures and implementation of these measures must be in accordance with the requirements of the Sedimentation Pollution Control Act. 6. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of Completion" form to the 401IMetlands Unit of the NC Division of Water Quality. Please send photographs upstream and downstream of each culvert site to document correct installation along with the Certificate of Completion form. 7. Continuing Compliance. Grace Development Corporation (GDC) shall conduct its activities in a manner consistent with state water quality standards (including any requirements for compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify GDC and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 21-1.0503, and provide opportunity for public hearing in accordance with 15A NCAC 21-1.0504. Any new or revised conditions shall be provided to GDC in writing, shall be provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project. 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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of T Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 underjSection 401 of the Clean Water Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721. Sincerely, for Alan W. Klimek, P.E. AK/aj Attachments cc: Army Corps of Engineers, Asheville Cyndi Karoly, Wetlands Unit Land Quality, MRO Wetland & Natural Resource Central Files Staff visited the site on January 19, 2004. A total of 5 impacts are proposed (2 wetlands @ 0.02 acre and 3 streams @ 415 linear feet). A large pond/lake is also at this location and sets in the middle of the development. The pond and main stream channel at the site have SWIM (local ordinance) buffers. The wetland impacts are minor. The stream impacts are as follows: Impact #1: 160 linear feet proposed for a building lot (#15). Initially identified as intermittent. However during the site visit, salamander and crayfish were observed. There is a well defined channel. The stream cuts through the middle of the lot, which basically requires that the whole channel be impacted. This channel impact should be avoided. Impact #2: 135 linear feet proposed for a road crossing. Identified as perennial. This is the main channel through the middle of development which feeds the pond. It must be crossed to gain access to the other side of the pond. Headwalls should be utilized to minimize fill. Impact #3: 120 linear feet proposed for a road crossing. Located at lots 60 & 61. Identified as intermittent. However, during the site visit crayfish were observed in the channel. The channel can be avoided if the road is rerouted around to the top of the draw/channel headwaters. It doesn't appear that any lots would be lost. This does break the "flow" of the road as it goes around the lake. Mitigatable feet of channel 415 ft. The application based on their observation was 135 ft. WAITING ON RESPONSE FROM CONSULTANT ON THESE ISSUES. MEMORANDUM TO: John Dorney Regional Contact: Alan Johnson Non-Discharge Branch WQ Supervisor: _Rex Gleason Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Stonebridee Subdivision c/o Grace Development Project Number 04 1979 Recvd From APP Received Date 12/13/04 Recvd By Region Project Type residential subdivision County Mecklenburg County2 Region' Mooresville Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. F 39 F- O Y O N' F_ 13-17-17 F -cF--F--F--F- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? p Y O N Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N Is Mitigation required? Q Y O N Recommendation: Q Issue 0 Issue/Cond O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: Staff visited the site on January 19. 2004. A total of 5 impacts are proposed (2 wetlands (a) 0.02 acre and 3 streams Q 415 linear feet). A large pond/lake is also at this location and sets in the middle of the development. The pond and main stream channel at the site have SWIM (local ordinance) buffers. The wetland impacts are minor. The stream impacts are as follows: Impact #1: 160 linear feet proposed for a building lot (#15). Initially identified as intermittent. However during the site visit, salamander and crayfish were observed. There is a well defined channel. The stream cuts through the middle of the lot which basically requires that the whole channel be impacted. This channel im pact should be avoided. cc: Regional Office Central Office Page Number 1 MEMORANDUM TO: John Dorney Regional Contact: Alan Johnson Non-Discharge Branch WQ Supervisor: RPx nipason Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Stonebridge Subdivision c/o Grace Development County Mecklenburg Project Number 04 1979 County2 Recvd From APP Received Date 12/13/04 Recvd By Region Project Type residential subdivision Region Mooresville Certificates Stream Permit Wetland WetlandWetland Stream Class . Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. 39 ? O Y O N ? 13-17-17 ???? O Y O N F __F- F_-r F-F_I_- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y O N Did you request more info? O Y O N Have Project Changes/Conditions Been Discussed With Applicant? O Y ON Is Mitigation required? O Y ON Recommendation: O Issue O Issue/Coed O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: Staff visited the site on January 19, 2004. A total of 5 impacts are proposed (2 wetlands a 0.02 acre and 3 streams (a) 415 linear feet). A large pond/lake is also at this location and sets in the middle of the development. The pond and main stream channel at the site have SWIM (local ordinance) buffers, The wetland impacts are minor. The stream impacts are as follows: Impact #1: 160 linear feet proposed for a building lot (#15). Initially identified as intermittent. However during the site visit. salamander and crayfish were observed. There is a well defined channel. The stream cuts through the middle of the lot which basically requires that the whole channel be impacted. This channel impact should be avoided, cc: Regional Office Page Number 1 Central Office 1NDUM John Dorney Regional Contact: Non-Discharge Branch WQ Supervisor: Date: 3JECT: WETLAND STAFF REPORT AND RECOMMENDATIONS `Facility Name Stonebridge Subdivision c/o Grace Development Project Number 04 1979 Recvd From 'APP Received Date 12/13/04 Recvd By Region Project Type residential subdivision Alan Johnson RPx Gilpason County Mecklenburg County; Region Mooresville Certificates Stream Permit' Wetland` Wetland Wetland Stream Class Acres ' Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. 39 F- P-7 -@N F__ 13-17-17 r C I - F__ F__ F- I^? o Y ON I?f f_ f_ I? (? Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant? O Y O N Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Coed O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: cc: Regional Office Page Number 1 Central Office Facility Name Stonebridge Subdivision do Grace Development County Mecklenburg Project Number, 04 1979 Regional Contact: Alan Johnson Date: Comments (continued from page 1): cc: Regional Office Page Number 2 Central Office Triage Check List Date: ?21) 4 Projetct Name: o??v°? e ? ID DWQ#: C?- I9q County: To: ? ARO Kevin Barnett FRO Ken Averitte MRO Alan Johnson ? RRO Mike Horan 6C 1, 00, ?-? Ma V From. ? WaRO Tom Steffens and Kyle Barnes ? WiRO Noelle Lutheran ? WSRO Daryl Lamb Telephone : (919) -V6-Sq?'7 The file attached is being forwarded to dour for your evaluation. Please call if you need as4stance. r tre4m length impacted ?I Stream determination g Wetland determination and distance to blue-line surface waters on USFW topo maps ? Minimization/avoidance issues ? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? U 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 concern r vvegahal ?Ca?u9'es nnia i ti Y4a r?? 5 , I WN;t 04,,9 Wetland and Natural Resource Consultants, Inc. US Army Corps of Engineers NCDWQ Attn: Ms. Amanda Jones Ms. Cyndi Karoly 151 Patton Ave, Room 208 2321 Crabtree Blvd., Suite 250 Asheville, North Carolina 28801-5006 Raleigh, NC 27604-2260 Re: Grace Development Corp., LLC, Stone Bridge Subdivision PCN Mecklenburg County, North Carolina Ms. Jones and Ms. Karoly: November 24, 2004 The purpose of this PCN is to request authorization for impacts to regulated streams and wetlands for Grace Development Corporation, for the proposed Stone Bridge Subdivision. Impacts have been reduced to the maximum extent practicable and are limited to single crossing of a perennial streams. Proposed impacts, to intermittent streams that exceed 300 linear feet as requested in the attached PCN are assessed to have minimal adverse impacts on the aquatic environment, both individually and cumulatively. Please call with any questions that you may have. Sincerely, Tamp Bandy Phone: 828-302-3437 U[R@[RflYgj DEC 1 3 2004 v? ? WATER QUALITy BROO PAYMENT RECEIVED Newton Office Clyde Office PO Box 224 wnrinc.com 217 Paragon Parkway, #142 Newton, NC 28658 Clyde, NC 28721 828-465-3035 828-627-0051 828-465-3050 Fax 1 828-627-0052 Fax 1 Nov 08 04 01:40p 1704545892? p-2 1 Vvetland and Natural Resource Cons::itants, Inc. N Department of the Army Wilmington District, Corps of Engineers Attn: Ken Jolly, Chief Regulatory Division PO Box 1890 Wilmington, North Carolina, 28402-1890 -and- NC Division of Water Quality Attn: John Dorney 2321 Crabtree Blvd. Raleigh, North Carolina 27604-22610 I, the current landowner of the property identified below, hereby authcri. Wetland and Natural Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are authorized to be on said property when accompanied by Wetland and Natural Resource Consultants, Inc. staff. Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental Information needed for permit processing at the request of the Corps or DWQ Property Owner 1 Applicant ??? p!o'JE[ T- CozP. , 1GC Proiect Name: $,ZiDf' n Address: g GZ a ,,?/y r- s rT_ /ep _ Address:, ?t'(G L Z82"t-7 Phone Number: - 50'x- ( 7 7 ° Property Locaton: Z-1-14L /r! C Owners Signature: Date: Newton 01, e Clyde Orlce PO Box 224 wnrinc.com 217 Parogon Parkway. #142 Newton. NC 28658 Clyde. NC 28721 828-465-3035 828-648.8801 828-46S-3050 lax I 828-648-8802 Fax Office Use Only: Form Version May 2002 441919 USACE Action ID No. DWQ No. (it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: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 (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Grace Development Corporation, LLC Mailing Address: Contact: Jeff Cowan 8037 Fairview Road, Suite E Charlotte, NC 28227 Telephone Number: 704-573-7101 Fax Number. 704-545-8927 E-mail Address: n/a 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Tamp Bandy Company Affiliation: Wetland and Natural Resource Consultants, Inc. Mailing Address: P.O. Bog 224 Newton, North Carolina 28658 Telephone Number: 828-302-3437 Fax Number: 828-465-3050 E-mail Address: wnrinc(a,aol.com III. Project Information Attach a. vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full- Pagel of 7 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: Stone Bridge Residential Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a 3. Property Identification Number (Tax PIN): 13903225,13903218 4. Location County: Mecklenburg Nearest Town: Mint Hill Subdivision name (include phase/lot number): Stone Bridge Directions to site (include road numbers, landmarks, etc.): from 1485, take Mint Hill Hwy 218 exit and ao north, right onto Bartlett Road, site on south side of Bartlett (see attached USGS) 5. Site coordinates, if available (UTM or Lat/Long): 35.18°N 80.62°W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): +/-118 7. Nearest body of water (stream/river/soundlocean/lake): UT to Clear Creek 8. River Basin: Yadkin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: abandoned agricultural, pasture / range on site. Surrounding properties residential 10. Describe the overall project in detail, including the type of equipment to be used: Single family housing subdivision. Construction to utilize typical heavy earth moving equipment. 11. Explain the purpose of the proposed work: Provide infrastructure for subdivided lots IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Wetland delineation survey maps and relevant site data submitted to Army Corps on 11/9/04 V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. no additional impacts are anticipated 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 2 of 7 1. Provide a written description of the proposed impacts: Proiect impacts include a single road crossing of a perennial channel, a road crossing of an intermittent channel, fill within an intermittent channel for lot 15 to provide access and building pad, and fill within two wetland areas to accommodate building pads. 2. Individually list wetland impacts below: Wetland Impact Site Number (on map) Type of Impact* Area of Impact ( (acres) Located within 100-year Floodplaink* (yes/no) Distance to Nearest ! Stream (linear feet) Type of Wetland*** 1 fill 0.01 no 50 freshwater 2 fill 0.01 no 250 freshwater { 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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: +/- 6 acres of wetlands / pond area Total area of wetland impact proposed: 0.02 3. Individually list all intermittent and perennial stream impacts below: Stream Impact No. (on map) Type of Impact* Imapact Length (linear t1) Stream Name** Average stream width Before Impact Perennial or Intermittent? (please specify) 1 fill 160 ut to clear creek 2 intermittent 2 pipe / rip rap 135 ut to clear creek 5 perennial 3 fill 120 ut to clear creek 2 intermittent * 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 Page 3 of 7 USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquegt.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 280 If to intermittent streams. 135 linear feet to perennial streams 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact No. (on map) * Type of Impact* Area of Impact (acres) Name of 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. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): n/a Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): n/a Size of watershed draining to pond: n/a Expected pond surface area: n/a 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. Impacts to perennial or important streams limited to a single crossing through minimzation efforts. Intermittent channels to be impacted are of low quality (observed without flows during field evaluation and deeply encised with failing banks as continued source of sediment during storm events). VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure Page 4 of 7 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://Iilo.enr.state.nc.us/ncwetiands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. All remaining channels, wetlands, and waters on site are to protected through deed notifications. Impacts to wetlands are assessed to be minimal. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at httpJ/h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): n/a Amount of buffer mitigation requested (square feet): n/a Amount of Riparian wetland mitigation requested (acres): n/a Amount of Non-riparian wetland mitigation requested (acres): n/a Amount of Coastal wetland mitigation requested (acres): n/a IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? Page 5 of 7 X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify gLa? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 n/a 3 n/a 2 n/a 1.5 n/a Total n/a n/a * Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0260. n/a XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Engineer has calculated impervious area to be 16% XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge, or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. on site subsurface septic systems XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ?No Is this an after-the-fact permit application? Yes ?No XIV. Other Circumstances (Optional): Page 6 of 7 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). n/a /2-/57//4, Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 7 of 7 I i •i I IM6? 1 °IV?I I I I i 1 J°I °i`y I I I I I i q°16F1 °IVy 1 1 1 1 1 1 lp101' 6Pj*jVy I I i I I I q°1tR°i`y I I I 1 1 1 ? '? .? ??•?s? t• ,y ;? ? - ?. vim.. 1 _ ?. ? ? 1,.. 660 -b CL 52 _.Y : '_?•'.• rot yh6S0 `? •f` \\\ T 600 / \ ? j\? 1 1 X65 3ZD4 . j l' i (/ . tt ; , 10 , ? 1 r ? ' ` ,?•"? ? ? ? B • l R d d1? ?_: 1 - r (? r `. . • ? 4 y i. ? `,?, / / a t ett oo T ) ' , 1 , r } to li l a y :1 2- 488 ' '{ ` \ 1 Cj ysi Field i • Mint al,?r and , :\ .5l ! • 1 I i::\? / 1124 1 If ca_ F B I I Ai' 17 ' ik 11 1 i?8 \ (i j r ( r 73! =r- _ -%?V' 609 ! r. 0. 0. o. 0. N Name: MIDLAND Location: 035.1815938° N 080.6221570° W Date: 12/82004 Caption: Grace Development Corp., LLC Scale: 1 inch equals 2000 feet Stone Bridge Subdivision Mint Hill, Mecklenburg Co., NC =? r - Oaf N ? J read ? ?? J?J N L y V` ?1 F ? v 1, 167 _ d I / /? / V N \ W?? , Cp ?z y ?9a N L? c Y / N r 2 r C ` rl \1 Z ? w N V d U '? 20,E N ? W L V _ (g ?aaus swop) mU U m N Q ? ?` m N N m DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site: Bartlett Road Date: 07-13-04 Applicant / Owner: County: Mecklenburg Investigator: Bandy. Yelverton State: North Carolina Do normal circumstances exist on the site? Yes ® No ? Community ID: Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID: Is the area a potential problem area? Yes ? No ® Plot ID:2000-2009 & (explain on reverse if needed) 1 3000-3001 & 5000-5003 & 9000-9003 VEGETATION Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum 1. Eulalia viminea FAC+ herb 9. 2. Juncus effusus FACW+ herb 10. 3. Carex lunda 06L herb 11. 4. 12. 5. 13. 6. 14. 7. 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100% Remarks: HYDROLOGY ? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators ? Stream, Lake, or Tide Gauge ? Aerial Photographs Primary Indicators: ? Other ? Inundated ? Saturated in Upper 12" ? No Recorded Data Available ? Water Marks ? Drift Lines Field Observations: ? Sediment Deposits ? Drainage Patterns in Wetlands Depth of Surface Water n/a (in.) Secondary Indicators: Depth to Free Water in Pit: n/a in.) ® Oxidized Roots Channels in Upper 12" ? Water-Stained Leaves Local Soil Survey Data El Depth to Saturated Soil: n/a In. () ® FAC-Neutral Test ? Other (Explain in Remarks) Remarks: x. SOILS Map Unit Name (Series and Phase): Monacan Drainage Class: Somewhat poorly drained Taxonomy (Subgroup): Fluvaquentic Eutrudepts Confirm Mapped Type? Yes ? No ? Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-6 A 5YR 5/8 10YR 7/1 common/distinct clay loam 6+ B 10YR 6/1 / clay / / Hydric Soil Indicators: ? Histosol ® Concretions ? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils ? Sulfidic Odor ? Organic Streaking in Sandy Soils ? Aquic Moisture Regime ? Listed On Local Hydric Soils List ® Reducing Conditions ? Listed on National Hydric Soils List ® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ® No ? Is the Sampling Point Wetland Hydrology Present? Yes ® No ? Within a Wetland? Yes ® No ? Hydric Soils Present? Yes ® No ? Remarks: Linear wetland that drains to main channel (ephemeral below). DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site: Bartlett Road Date: 07-13-04 Applicant / Owner: County: Mecklenburg Investigator: Bandy. Yelverton State: North Carolina Do normal circumstances exist on the site? Yes ® No ? Community ID: Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID: Is the area a potential problem area? Yes ? No ® Plot ID:4000-4010 (explain on reverse if needed) VEGETATION Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum 1. Liquidambar styraciflua FAC+ tree 9. 2. Fraxinus pennsylvanica FACW tree 10. 3. Sambucus canadensis FACW- shrub 11. 4. Eulalia viminea FAC+ herb 12. 5. Boehmena cylindnca FACW+ herb 13. 6. 14. 7. 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). Remarks: HYDROLOGY ? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators ? Stream, Lake, or Tide Gauge ? Aerial Photographs Primary Indicators: ? Other ? Inundated ® Saturated in Upper 12" ® No Recorded Data Available ? Water Marks ? Drift Lines Field Observations: ? Sediment Deposits ? Drainage Patterns in Wetlands Depth of Surface Water: n/a (in.) Secondary Indicators: ® Oxidized Roots Channels in Upper 12" Depth to Free Water in Pit: n/a in.) ? Water-Stained Leaves ? Local Soil Survey Data Depth to Saturated Soil: -10" (in.) El FAC-Neutral Test ? Other (Explain in Remarks) Remarks: SOILS Map Unit Name (Series and Phase): Monacan Drainage Class: Somewhat poorly drained Taxonomy (Subgroup): Fluvaquentic Eutrudepts Confirm Mapped Type? Yes ? ! No ? Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon IMunsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-10 A 5YR 5/6 7.5YR 6/4 common/distinct clay loam 10+ B 10YR 5/1 2.5YR 5/8 common/distinct ..clay / / Hydric Soil Indicators: ? Histosol ? Concretions ? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils ? Sulfdic Odor ? Organic Streaking in Sandy Soils ? Aquic Moisture Regime ? Listed On Local Hydric Soils List ® Reducing Conditions ? Listed on National Hydric Soils List ® Gieyed or Low-Chroma Colors ? Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ® No ? Is the Sampling Point Wetland Hydrology Present? Yes ® No[] Within a Wetland? Yes ® No ? Hydric Soils Present? Yes ® No ? Remarks: Wetland polygon where trio drains to channel. l ! DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site, Bartlett Road Date: 07-13-04 Applicant / Owner: County: Mecklenburg Investigator: Bandy, Yelverton State: North Carolina Do normal circumstances exist on the site? Yes ® No ? Community ID:wetland Is the site significantly disturbed (Atypical situation)? Yes ? No ® Transect ID:2 Is the area a potential problem area? Yes ? No ® Plot 113:100 (explain on reverse if needed) VEGETATION Dominant Plant Species Indicator Stratum - Dominant Plant Species Indicator Stratum 1. Liquidambar styraciflua FAC+ tree 9. 2. Fraxinus pennsylvanica FACW tree 10. 3. Sambucus canadensis FACW- shrub 11. 4. Ligustrum smense FAC shrub 12. 5. Woodwardia areclata OBL herb 13. 6. Juncus effuses FACW+ herb 14. 7. Salix nigra OBL sapling 15. 8. Smilax rotundifolia FAC herb 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100% Remarks: HYDROLOGY ? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators ? Stream, Lake, or Tide Gauge ? Aerial Photographs Primary Indicators: ? Other ? Inundated ® Saturated in Upper 12" ? No Recorded Data Available ? .Water Marks ? Drift Lines Field Observations: ® Sediment Deposits ? Drainage Patterns in Wetlands Depth of Surface Water: n/a (in.) Secondary Indicators: ® Oxidized hoots Channels in Upper 12" Depth to Free Water in Pit: n/a in.) ? Water-Stained Leaves ? Local Soil Survey Data Depth to Saturated Soil: -8" (in.) ® FAC-Neutral Test ? Other (Explain in Remarks) Remarks: l l SOILS Map Unit Name (Series and Phase): Monacan Drainage Class: Somewhat poorly drained Taxonomy (Subgroup): Fiuvaguentic Eutrudeots Confirm Mapped Type? Yes ? No ? Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc. 00=8 A 2.5Y 5/2 5YR 6/8 few/distinct clay loam 5YR 5/8 few/distinct 8+ _ B 10YR 5/2 10YR 6/8 few/distinct ciav / / / / Hydric Soil Indicators: ? Histosol ? Concretions ? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils ? Sulfidic Odor ? Organic Streaking in Sandy Soils ? Aquic Moisture Regime ? Listed On Local Hydric Soils List ? Reducing Conditions ? Listed on National Hydric Soils List ® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ® No ? Wetland Hydrology Present? Yes ® No ? Hydric Soils Present? Yes ® No ? Is the Sampling Point Within a Wetland? Yes [Z No ? Remarks: Small polygon adjacent to stream. DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site: Bartlett Road Date: 07-13-04 Applicant / Owner: County: Mecklenburg Investigator: Bandy. Yelverton State: North Carolina Do normal circumstances exist on the site? Yes ® No ? Community ID: Is the site significantly disturbed (Atypical situation)? Yes ? No 0 Transect ID: Is the area a potential problem area? Yes ? No ® Plot 113:6000-6005 & (explain on reverse if needed) 7000-7005 VEGETATION Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum 1. Carex lunda 06L herb 9. 2. Woodwardia areclata OBL herb 10. 3. Boehmena cytindnca FACW+ herb 11. 4. Campsis radicans FAC herb 12. 5. Smilax rotundifolia FAC herb 13. 6. Vitis rotundifolia FAC herb 14. 7. 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100% Remarks: HYDROLOGY ? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators ? Stream, Lake, or Tide Gauge ? Aerial Photographs Primary Indicators: ? Other ? Inundated ® Saturated in Upper 12" ® No Recorders Data Available ? Water Marks ? Drift Lines Field Observations: ? Sediment Deposits ? Drainage Patterns in Wetlands Depth of Surface Water: n/a (in.) Secondary Indicators: ® Oxidized Roots Channels in Upper 12" Depth to Free Water in Pit: n/a in.) ? Water-Stained Leaves [I Local Soil Survey Data Depth to Saturated Soil: -8" (in.) ® FAC-Neutral Test ? Other (Explain in Remarks) Remarks: J 1. , SOILS Map Unit Name (Series and Phase): Monacan Drainage Class: Somewhat poorly drained Taxonomy (Subgroup): Fluvaquentic Eutrudepts Confirm Mapped Type? Yes E] No ? Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon IMunsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 00=5 A 10YR 7/2 5YR 5/8 common/distinct clay loam 5+ B 10YR 6/1 / clay / Hydric Soil Indicators: ? Histosol ? Concretions ? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils ? Sulfidic Odor ? Organic Streaking in Sandy Soils ? Aquic Moisture Regime ? Listed On Local Hydric Soils List 21 Reducing Conditions ? Listed on National Hydric Soils List ® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ® No ? Wetland Hydrology Present? Yes ® No[] Hydric Soils Present? Yes ® No ? Is the Sampling Point Within a Wetland? Yes ® No ? Remarks: Small polygons adiacent to channel. I . , n DATA FORM ROUTINE WETLAND DETERMINATION (1987. COE Wetlands Determination Manual) Project / Site: Bartlett Road Date: 07-13-04 Applicant / Owner: County: Mecklenburg Investigator: Bandy, Yelverton . State: North Carolina Do normal circumstances exist on the site? Yes No ? Community ID: Is the site significantly disturbed (Atypical situation)? Yes ? No ? Transect ID: Is the area a potential problem area? Yes ? No ® Plot 1D:8000-8003 & (explain on reverse if needed) 10000-10010 VEGETATION Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum 1. Liquidambar styraciflua FAC+ tree 9. 2. Alnus serrulata FACW+ tree 10. _ 3. Salix nigra 08L tree 11. 4. Eulalia vlminea FAC+ herb 12. 5. Carex lunda 08L herb 13. 6. Woodwardia areclata OBL herb 14. 7. Smilax rotundifolia FAC herb 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100% Remarks: HYDROLOGY ? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators ? Stream, Lake, or Tide Gauge ? Aerial Photographs Primary Indicators: ? Other ? Inundated ® Saturated in Upper 12" ® No Recorded Data Available ? Water Marks ? Drift Lines Field Observations: ? Sediment Deposits ? Drainage Patterns in Wetlands Depth of Surface Water: n/a (in.) Secondary Indicators: ® Oxidized Roots Channels in Upper 12" Depth to Free Water in Pit: n/a in.) ? Water-Stained Leaves ? Local Soil Survey Data Depth to Saturated Soil: -8" (in.) ® FAC-Neutral Test ? Other (Explain in Remarks) Remarks: y J SOILS Map Unit Name (Series and Phase): Monacan Drainage Class: Somewhat poorly drained Taxonomy (Subgroup): Fluvaquentic Eutrudepts Confirm Mapped Type? Yes ?j No E] Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-4 A 10YR 6/2 / clay loam 4+ 6 10YR 5/1 / clav / / Hydric Soil Indicators: ? Histosol ? Concretions ? Histic Epipedon ? High Organic Content in Surface.Layer in Sandy Soils ? Sulfidic Odor ? Organic Streaking in Sandy Soils ? Aquic Moisture Regime ? Listed On Local Hydric Soils List ® Reducing Conditions ? Listed on National Hydric Soils List ® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes ® No ? Is the Sampling Point Wetland Hydrology Present? Yes ® No ? Within a Wetland? Yes ® No ? Hydric Soils Present? Yes ® No ? Remarks: Wetland polygons adjacent and draining to channels. I ~ I I RaeEAr c. MEYER ~ ROBERT c. uEYEI SHIRLEY J. MEYER I SNIRIEY J. MEY I ROBERT C. NEVER e I I I SNIRIEY J. MEYER I GEORGE BRIAN FU~RNS e I 1 I I ~ I ~ i ~I.B 1~ ~11~ I p~pl•BK.186T9 P I I I I I I I JOSEPH u. GPoFFlN ~ I I I TAx I.D. 139-06-111 TAX~I.DN.{ 139-06-512 I I I DEED BK. 8679 PG. 611 I ~D IK. 3x25 PG. 319 I I DANEL J. HOUSTON, JR I I TAX IA. X39-08-105 I i N DFNIE BRUNSON CO. TRUST i I I YAllJ4N R. BECK 6: TAX I.D. 139-OB-122 I I I I I I CHARlfS R. WASfON, JR. I BARRETT ROAD LLC I I I oEm ~ ~ ~ ~ I LISA A BENDIK d I I JESSELm B. BECK I GEED BK. 8817 PG. 789 I I I ppTAX I.D. 139-06-128 I TAX I.D. 139-08-125 BARTIETf ROAD (S.R. /31NJEE0 BK. 12943 PG. 279 I DEED BK. 16357 PG. 330 Q d I I X1LLY NAE FORD I I JOHN S. BENDIK I BILLY JEW BONNER i OEEDIBK.14847 PC.D800 i I I _ _ _ - rAx IA. 139-06-129 I I ~ iiiz~s PG~ 933 I rAx I.o. 139-08-133 I I I wa. eo' rwc Wa I ~ I Orm Irrwe wlp I I ~ YIFE, DOROBMRETT k L - ' DEED BK. 7824 PG. 719 I I BAR1lETf ROAD (S.A. /3109) I I I I I I I I TAX IA. 139-OB-104 I I I ~'°~"rlc, ~ I » I i I~- I I~-- _ I ~ / ~ DB 3ooe Pc. 537 .1570 L.F. OF 12 WATER LINE ~ - - ~ -~----------------------1-------------------------1----------------------------- ---.PROP K----r-,.~__-=------- =1------------'-----------r . - ,u - t 4 4 1< ~ ! ~ M . I _ 1 r-I . - - I 3 - _ I - - - - - - - - - - -r-------------------r---------------------- r-T-- - - - ' - ~ ~ v ~ 11 ~ I I I FD L' {{~~J TM 1 ~ / 1; ~ I 1 ` j r------------- ~ r-------~ , r i I ~_____-__-_-_.._____--_-'-7 m I I r-------- f I 1 I I I I I I I 1 1 I I I I I I I I i I I 1 1 j , I ~ I I I 1 I I I I I I 1 I I I 1" 1 I I I I I I I I I I I I 1 1 1 I I I I I I 1 1 1 1 I~' I I I I I ~ I I I I I I i I j I I 1 I I I I I 1 1 I I I 1 I I I 1 I I I I A' I I~ I I I I ; ; I ; ; l ; fi 1 1 I I I ~ I I I I 1 I 1 A' I I I I I i 1 j i I I 1 1 1 I I I I I 1 I I I^ I i - I i I ~ I 1 I I I I I 1 I I I I I j I I I I I I I I I I I ' I ~ I 1 1 1 1 I I I I 1 1 1 1 I I I I I I I I I i 1 1 I I ~ I I I 1 / 1 i I i ~ i I I i ! ~ LOT 34 ~ I LOT 35 ~ 1 I i I LOT 21 I 1 I I I I 1 I i t I I I I I I I I I I I I ~ I I T 2O I I 1 1 I I I I 1 1 I I I I I I LOT 27 I I LOT 26 I I LOT 29 I I I I I 1 1 I 32,457 S.F. I 1 30,174 S.F. i I I I I 1 1 1 1 LOT 26 I I 30,028 S.F. I I 30,292 S.F. I I I I 30,285 S.F. I d I I I I 1 1 1 57,842 SF. f i ~ i i ~ i i i 3J,380 s.F. i i (PHASE 1~ i~ 1 I I 1 1 1 ' I I I I I I I I I I I I I I 30,2(18 S.F. , I 1 ' I I 1? I r PHASE 1 I (PHASE 1) I i I I 1 I LOT 25 I I I I 30.060 S.F. I I PHASE 1 I I PHASE 1 I I 1 I (PHASE 1) 1 I I 1 31A74,S:f. 1 I 1 ( ) i 1 I_ I 1 I I I I I 30,084 S.F. I I I I I I ( ) y ( ) I I (PHASE 1) 1 I I I i (PW1E 1) ' I 7~,.S:f: I~ I 2 i i s LOT 3 i i i i (PHASE 1! i i i I I I 32,917SF. ~ 1) i I I I 33;215 S.F. ~ t 1 1 ~ 1 / I 1 I 1 1 I I I t (PFUSE 1) 1 I) 1 I I , / ay r I I I I 1 1 LOT 22 I i 1 LOT 24 I I 1 1 I I (PHASE 1) I I I I I I I 1 I I I ; I _1-- - I 1 I I I 1 1 1) I I I I 1 I _l-- -_y 1 I I I 1 I I I 4 i I i 1 I 30,154 S.F. I LOT 23 I 1 N I f 1 1 I I I I 1 I 1 i I + I 30,833 S.F. I I I I I I I ~ ~ I I I I I 1 1 I I 1 1 I I 1 1 I I I I I 1 1 I I -V f f 1 j ~ 1 ~ I I I f / I I ; 1 , (PHASE 1) 1 31,803 S.F. I I (PHJ~ 1) 1 1 I I I I I __i________________L__ I I I I I I 1 I I ~ . I 1 1 (PHASE 1) 1 1 1 1 1 1 I I 1-____-_____.._-1-___: ' 1 I I 1 I I ~ I 11 / i' / ~.II 1 I I I I ~ f i i , i i I i I -----1- i i I ~J I 1 I I ~ I f---~----- • 1 I I I $$I 11~ i \ f / I 1 Iw I YI ,M ---a-- \ f ~ - II E --1---- ~ I I I i-- ,1 - . ~ __a_____ ~ I - I _-1---__--___~ ` I I ` ` f I I , r ~ / 4 / I f I / 1 ?f / 'b a _ _ ~ ~ ~ ~ _ - - - - - 1s~~-~ I 1 i "c_- • N' _ .ice../ ~ ~ 1 _ _ - 1• - _ _ ~ - - --a---r-- r . i - M s ~ - X.-~~ I ' B i-.__._8 __-..-I---.-'^~~ w ~ N. DORIS NOKE - - - - - - / I , ~ I r-'-, , r--------------- I . , ~ ~ ~ I TAX I.O. 139-OS-223 I I i I/ r------------- i e i i ~'1/ I; / , ~ ~ ' GEED BN. 5593 PG. 241 --_..----------r- • ~ ' ~I ~ I ' ' ' I - . 1 1 ~ i I _ ~ ___T__ I I - ' r 1 ~ I 1 ~ I I LOT 40 I I. I --1 . ~ , r I I 1 I i i'"~ i i ,635 S.F. i 1 4 i I I I 1 11 I I I~ 1 I I I I I I LOT 43 I- i LOT 42 i I LOT 41 I I (rIiASE 1) i ~ i i I I I I 30,015 S.F. I I 1 11 I I 1 X0,298 S.F. I I 30.034 S.F. q. I I I I i ~ 41 . I 11 I ~ I' (PHASE 1) I I (PH~E 1) 1 I (PHASE 1) I 1 ~ 7 ( 1 I _ I ~ , __J 1 I ,tt LOT 19 I I I i L---- - I I LOT 30 1 I ; 3e,246 S.F. i i I i 1 ! 31,9DT &F. I ; t (PHASE 1) 1 I I TAX LR. 139-03-225 ; I i i I 3f. I I ~N ~ry 1 1 1 I 1 1 • 1 I I 1 \ 1 I uM W.LL LLD ~-7 ( 1 , i 1 ! ~ ~ t 1 1 ~ I __-----1 DEED BN. 8180 PG. 519 f ~ I r 1 T`r- I L I ~ ! ~ ~ I / ~ 34.71 I I I I 1 I\ \ 1 ~ 11 11 I I / iFa1~ S.F. rO.OIi~AC.I i (0.O1 i AC.I I 1. it ~ ! , LOT 37 i 1 LOT 36 - 1 I I i I 1 32,293 SF. \ , / ~ WE iLATJI,"ttvift_ J I / 1 1 ~ t__ ----I LOT 47 / + 1 , , thlfL~Cl 2 ; 1 1 ~ ( 1) I ; (PHASE \ ? _t--~ I I l J . 1 ~ ~ 1 I 1 , _I ~I I / i I I I I ' I f----° -----'1 I 30,441 S.F. / ~ + I 1 w I II I ~ ' I I i (PHASE 1) ; / ' ~ 1 I I s 1 i I I 1 1 1 1 1 1 j ~ / 1 I I % + s l I / ~ ' 1 i i i I LOT 45 I i LOT 46 i ; ' 4 ~ + y 1 ~ 1 I I r I I / / 1 I I I 1 1 i~f ~ / 1 ; I I j LOT 44 I I 30,001 S.F. I I _.I 3o,01D S.F. I I / / I I j 11 1 I I 30,272 S. I I q(PWSE 1) i I (PHASE 1) I ' 1 I I I I i i LOT 48 I I I I ~ ____________J / I 1 I<' 1 I / ' Ir ; ~ I ~ 1 (PHASE 1) I I 1 - ' / / I 1 / . ~ ~ T 17 1 ~ I I I I - -----L-- 30811 S.F I 1 , ; i I --i----- , / ~ LO 1 1 ' 1 ,w / / (PHASE 1 I I ' j 1 P ~ / I ~ / W. KEttON e ~ / 42.406 S.F. 11 11 ~ I I ~ i ~b; / / 1 i y~ % i \ m \ a (PHASE 1 11 LOT 18 I i B ~ / \ ~ I I I ~ / KEYfON ~ ~ ~ TAIL LD. 139-OS-232 1 1 4 1 DEED EAC 148N PG. 143 t` 11 1 JO,153 S.F. I -_1 ~ / I / ~ I q / ~ \ \ 1 ~ _ •-__r ~b ,Iq ~ } ~ ' ` 1 -------------------~r------ . 1 , ~~r-~ M P ~~y LOT 16 ' , _ ~ ~ ~ , g 1 / 6L. 42.284 S t , / ~ ~'Y ~ (PINS , / m, ti 1 ~ / i / NONICII S. ADAMMN • \ / TAX I.D. 139-05-231 1 ~t@9T 1 \ - ~ / 1 ? / DFED BK. 18379 PG. 27S - i 57,623 S.F. ~ a / ~ i _ ~~t i / q ~ 1 1 (PHASE 1) ? \ / / / % " " * --T 1 1 ~ j --i I I I I i 1 I i LOT 49 , - ~ I ~ / i - I i ~ ~ i i I ~ ! I I LOT 5o I I 1 1 ~ / / 1 I I I I I I I I I 30500 S.E 1 .F. OF % ~ I* I I I i I r I 3o,u1 Sk. I i (PHASE 1) , 6 D L .I I I I ~ I I I PHASE 1 - ~ . / 1 ~ / 1 `.CHANNEL ti j •1 1 1 , I l0T 5 / +e ' I I T 52 I s 1 i I i I i CT 1 + / ; I I• , I I 1.Q.._. I I I I I ' ` is / ~ aFNCROFr RTES wc. / 1 ~ iAx LD. 139-~OS-229 +Y r / ~ ~ / DEED BK. IONS PG. 256 i ~ , I ~ i iI I t (PHASE 1) i I I - r'• ~ N ITTI`tJ7 i ~ % 1 LoT 53 1 « " + ~ + / 1 I 1 1 I (PHASE i) , I / : 1 ! 1 . . / 1 ~ ` I ~ ~ , LOT 54 I i (PWdE t) 1 I i i i I,,:.- i 11 1 9jLt / + .288 S 1 1 1 I I I I LOT 68 ~ , \ / ` 41 1 I ~ ~ 4 I I ~ ~ } 1 t . 1 1 i I I I 1....-' J 1 • Q ` , \ 43AJB St. / i \ GLENCROFT ASSOCNTES INC. c 1 ~ r , ~ `v ( PHASE 3) ~ i i A ~ TAX LD. 13G-OS-226 1 , ~ w.w i:, ~ f \ \ ~ l 1 i ~ ~ DEID BK. 10NS PG. 266 1 f v. v I ~ v i ~ ~ v ` 1 li ~ i - l i ` - \ 1 % \ / 1 I ~ I ~ ~ LOT 14 ~`-I I T', - ' • I _ \ \y: . ~ LOT 6 . I f ` ~ 39;9D3 S.F. 11 I ~ 1 11 43,857 S.F. ~ I I , i I ~ ' ! 1 1 1 (FUNRE1i4:SE 2) 4 2 I I I ~ ~ i (FLRtNtE PILASE ` 1 1 ~ / LOT 6 \ ~ ~ / 40. 1 SF. \ `y' 1 ~ 'r „5 L.F. 0 / J I ~ CHANNE~ ,I ~ 1 LOT 55 A r--------~ ~ i i ( PHASE 3) , 11 i '1y4~ ~ e• + + / AuBREr u. eARRErr to I '1 IMPACT I ? 31,897 S.F. / ; _ , v l i \I 1 I 4pQ ~'R''4 1_ v 1 k~ i rAx ~o ~3TM9r-ai-zo1 I ; ° ERENNIAL'~ ~ 1 (F~~E j , / ' r% 1 ~ / \ r' oe 2381 PD. 435 I ~ ` , ~ • + , r 1 1 1 r--'_. 1 ~ i I 1 4a'Y~ - ~ 1 1 ~ ~ 2 LOT 57 i ~ r 1 154L S..F ~..~U C'I AC+"J . + r S.F. j +r ~ ' " 1 1 _ 1 i 1 fir-`-' ~ dp r------------------- 1 ~ WETLA";D Aly~ 1 i i (F'JNRE 3} / / ' / 1 ~ + / + T.. i / / I 1 , 1 / I 1 ~1 1 ~ / I 1 1 1 1 ~ LOT 70 ~ . ~ / 1 + / + LO 56 ; f I I 1 t ~ ~ l r i i S.F. + i 1 1 1 1 I I 1 i ~ J2617 SF ~y=+~ ~ ~ OT 13. 't ~ ~ y, / i (FURIRE P ) 1 1 I I I 11 ~ 1\ ~ j (FMIRE FH 3) I -q ~ . 1 1 1 ` 1 1 " 1 (FURL 2) ' + + ~ ~ I 1 I 11 ~ da / / / f ~ 1 1 I 1 11 1 I I ~ I , 1 I 11 / i ' 'tea, / ~ 31, S.F. - - i I i I j ii \ ~ i i (FUNRe. 2) , /r,, - 1 I 1 I I I I E---- I 1~ ,e I I I 1 i i LOT 65 1 1 013 SF. ~`.I I - _ _ ~ I . _ 1 11 / ~ / \ _ / + ; / bQai, _ ri' I 1 I 1 1 LOT 64 I 1' ~ ~ i + i ~`I I i 1 i I 38,387 S I I LOT 64 I 1 ~ KE vNAx ~ I I ---I - ~ ' I I I 38387 S I I FIR. PRASE 3) ~ ~ ~ I ~ ~ I EUNA W. HALL I / _ 1 1.- I / ~ \ ~ i / + ``i I I I I 3207 63 I I .PHASE 3) I 1 1 ~ / I j i j 1 i . PPASE J) ~I 1 I _ , , : L...... TAX LD. 139•+N•-124 I II PHASE 3 I I ....111 ~1. i~ I 1 I DEED.. BK. 3997 PG. 106 I I 1 1 1 I I 1 ~ i T,- i I ~ ~ % \ , ~ i I LOT 6 , I I 30,030 S.F. 1 1 I II I I I 11 ; ~ ~ i I I ' 1 I ' 1 I I ..q. , I ' L. 1 _ , I 1 I v ~ + r~~ 0 1 S.E I I M. PHASE 2j i 1 I I 1 . I I 1 I ~ ' \ • . ................I. • (FUNRE PHASE ) 1 1 I _ - i I I II 1 I 1 ~ I I I 1 -_J__- r / _ / (FURIRE 2) I i i I i I i sl_'-------- , 1 . - ~ ~ 1 LOT 71 1 ~ -'+41-- I ~ I. _ :=l-_-_------ ~ ~ 72992 SF ~ I I - ~ ~ FUNRE 3)~, 1 /4r~ ` I I I LOT 12 ' --1-- - r ~ ~ ~ 4ps ;~-_~,w~,".~~e, us,,,HAU sal,,, 1 3J,880 S.F• f'\.. % ~,r` F, i:' 1-_ --1_--'--.._- 1 'il1tURE P 'lt / ~ \ l % / ~ , I `I"+~`~- I rAx w. 13a-o4-12s I / ~ I ; ~ - S1~5fA AE~ATCABLE LMNG TRUST I DB w97 PG. 088 I 1 , ; ,.rte.. - • ~ 1 ; ' ; / I 1 1 1 CHANNEL ! , : ' I ~ TAX IA. 139-OhIU1 1 - ~ , ~ i I i DEED BIL N41 PO. S45 I I I ~ 1 I i ~ I I 1 ~ 1 ` ; I ; I IMPACT 3 - i. • I - I I. I i w~`. 1 \ I. i 32391 SF. j I I 1 I _ - i~ ~ I I i ; + ``T ~ INTERMITTEIJT - -1_--------- r F I I ~ 2Si +a ~ ~ ; PWbE 3 ; I , I + i LOT 10 / • _ _ 1 11 ~ ~ i i J4,B00 S.F. i j 70, i 1 LOTS ~ i ~ / ~ / \ - f ~ LOT 72 i s 1- ( ~5E 3) I i 1~ I I i I ~ : 30,924 SF, > i f I f ~ I I I \ I ~ 1 1 ~ i I 1( PHASE 2 I I (FUNAE P14SE 2) I I S.F. ~ I y i- _ ` I 1 I I 1 1 1 / l ~ j _ f PHASE I _ --i------ i I I 1 + + 1 1 I ~ I I + ' LOT 7 T ` / _ i t 1 1 I I i i I I I 1 + 31458 S.F. / ` -1---T i l/ 1 _____F I 1 \ ` L 7911 ~ 11 , 1 11 I , 1 I I I I + ; PINSE ; / % / ~ , ,11 , - - T ~ LOT 11 I i i I i i i ' / ~ ~ - - - I " ~ ~ - ------------i- - - / ----T-""-- ~ i i ~ I LOT 73 , \ ,032 SF. 1 s ~ I I I I I I i 30,020 SF. \ ; : ~ ~ \ PHASE 3) ` / I I I I .333 SF 2 I r 1 I + i i / i - I ~ I ~ 1 i 1 (FURJPE PHASE ) 1 I 1 1 / , _,l ~r-~ I 1 1 I 1 1 1' ~N11NiE PHASE ` i / ~p \ ~i I I I j I ~ 1 I ~ / / / / 1 ~ I II ~ I 1 1 l / I I I I uaRK e. BAI:RETr ~ 1 I 1 I i ~ / / ~ i i LO 102 I i ~ I I I I 1 I LOT 74 ~ i' y' \ '9k 44 ~ I I I 1 I I 30121 S.F. 1 i? i ~ \ i I I I NAHY R ~ i I ~ + / ~ / LOT 103 1 + 30, 2A SF. I I I I LOT 90 TAX IA. 139-OJ-215 ` ~ i i % / / 32.382 S.. i 1 ( PHASE 2) I I I I I 30.650 S.F. 1 DEED BK 8728 PG. 224 1 I / ~ / I l I I I I I LOT 90 ) I i FUN ' I, i f \ ' ; / I I I 10.650 SF. I I 1 ~ - C ~ I I I ~ i I / ~ F (ENURE 2) i i ~ I i I ~ I j 1 _ I LOT 91 I i I I 1 I UAE 1 I I 1 y%~ ` f ~ i 1 i \ LO 8 ~yi I I I 1 + i I ~ ~ j -(FU(INiE PHASE 2) i I I / 1 I i ~ ~ ~ fi ( ItE PHASE 3) f I I I 11 LOT 6 ~ / / I ~ ' ~ i + 1 I I I I ~ \ I I I I 1 ~ ' ` i I L' ~ \ i ~ 1 i~ ' + I 1 j I 1 v' ~ 't (FUNRE~HASE 2 , ' / / + + ~`I I I 1 L_------- ` / / ~ 1 1 \ lol 1 1 ~ f"~ 11 /f Ir'` 1 .l ~ f ~ I I 1. \ ~ ~ I I i i i' ; LOT 1 PHASE 2) + f I t % . / I I ~ 1 ` ~ ~ I ' JO,Di4:i.F. if ~ 11 \I 77 \yf ~ 11 ~ I I \ RF f 1 i f 11 \ ` FU'U .PHASE J) i f 1 11 r10,OT SF. f / i I I I 1 LOT 5 % i < 34,637 ,.F. \`Y \ ~ ~ 1 38,135 i % / (ENURE E 2) / i ~ i ___il (ENURE 2) `t i / / ~ l I _ 1 / V i / ~ 4--__-- i ` . . i ~ ~8, i Ij 11\ ~ / LOT 76 \11 / ~ 114 s.F. it I I 1 , a \ / r 30,C02 S.F. 1 \ ~ (fU11]AE Pu.L"E 31 / I ~I i ( SRE PFBI'.'E 3) 1\ i / \ ~ I I 1 ~ ~ % ` ` ~ I ~ ' LOT 92 ' ' I \ ~ 1 i ~ % i l! I 30 40 S.F 1 f~ I 1 ~ , % ,t \ \ , L 100 y I i r ~ I I / , ~ ~`y' ~ LOT 105 `v~ ~05 S.F. / ~ / r (FUURE 2) ~ ~ I LOT 89 I LOT 89 ~~~'~--.J \ _ / : i I I I ~ \ ` 11 / ~ ~ % ~ ' ~ ' 3J,407 PHASE 2) / / % j ~ 31.935 S.F. I ~ ~ 1 RE 2) / r i ~ RE PFUSE 3) 31.835 S.F. ` ~ / + REPFUSE3 ` / ~ \ ` / wwmwtwr..wrr. wrrw I I I ) + / / . / wr.rrrrrwwwa rrr~rrr / ~ ~ ; F` 3 .a Pi4\SE 2 i y / , , / / I i I ? w W w.'. rwrw r wq~11 rM rrrL w YY. I I I .I ~ ? wr w/.. ~.~rr.. r w r ww r ~ w 1 I \ \ i i / ~ ~ I I / i \ i ~ i I ~ / h.11w.w.IYw.~wrw 1 ~rwiww~w I I I • ~ i wwwr.. / i \ ~ I I 1 I` i / ~ % ` % LOT 99 ti / ~ / % ` i , \ , / \ LOT 106 \ < , \ I ? ? Oi.~rrrwYrerYplrwrr.wl. I ~ % ~ ` IiiarY ~I ~ r Y wl r wl y~ • ww Y ~w I / , .i ; 1 LOT 8 ! w W r.M . Mw ~w r www• j. r......r. r 1 / w wwr M r~lw M.wwl Aw w w I \ / ~ i 33,082 S.F 39.183 SF. ~ / ~ I / i / / / \ URE E 2) \ ~ (FUTURE PHASE 2) / / r r ~ \ \ Y ~ I : ~ _ , ~j 34.853 .F. / ww~ .Y.~..+~rw.r~r.~.r~.rYwIM I I I~' ~ ~ \ a 3 / w.w>."wwwr r.*.rr..rrrwib.r I ' \ r ra~r+.rn+r~r.,wer...r.r.rw I / ~ , LOT 9 ,r _ .41 r/"i..Lrr~.""w".~+a'":i"""ar'rk''"~'w""r'w I L 88 / ! ~ ~ \ \ r .r.r r I \ I 294 S.F. ~ ~~r. 1\ / wM""""rr.R. r~..rar w~i.~rr.°~i.wlw r ~rr 1 r r \ ~ / ~ \ \ ~ ? i / I r ~ , \ ~ ~ / ~ ~ / R (FUTURE E 2) / / ~ (F / (FUTU RASE 3) r ~ ~ /r ' w~wwi w~w~i~w~~ r. wh a r> ~rro rt.~ w w r I I / ~ ? / / I ` ~ I I '`j ~t r~ LOT 107 / i ~ i ~ ~ r i / i l ~y 1v 1 , ~ I I / / \ 1 / wN Yr1 r w 4 wYr wwr rlbt.rww mN I / M I I i LOT 3 i 1 rr J0,07S S. : : 3QA2095F. \y / / / i ~ I I ,686 S.F. j ~ 1 (FUURE 2} ~ RE PHASE 2) , / / , / j / `j ~ I 11 ~ rW rrrrwP.r..~w~rr: wr. I / / i 'w.~ ; I LOT 84 \ 11 r w ~"ri."' ~'w~""'. r w wl . ° r I / ~ r / I I 34188 S.F. r ~ ~ wY. °rw, w I i ( RE PHASE 2) i 1 1 V i ' / / t / r / - ' ~ I I \ r 4r ww.~i w.a v w rw. rw r o..w r. w rr. I / / LOT 87 / / - I ( 3 \ \ / .rr r.r Y r« ~w~.rr r.r.ry. w I / __T__ - I ) \ \ / ..rirr ylrwrw. r,r.w.IMwlr I / .f2;~ SF. + r I I \ \ / r rr, w a.a w..r, r rwr I / / r Fly. a ~ r r i I I \ 1 w w"~ir'r~r «r. r w.~r ri~. r I I i i l 1 1 ' ` i / I r r ` , % I t r / 1 I % LOT 94 / (.,rNE 3) / r r I ~ \ \ .Iw ry w .wr.rr .p w ww.. r «.ar w I ~ i ~ I r I ~ ~ ` w1 ii rl r Mr.~r.~b r w PN0. / 1 1 1 ` ~ j / ~ ~ ~ ~ 30.835 I _ I 1 1 I ! ~ i~ I (FIINRE P 2) / I / rr rrr + i I `\11 1 rT..."~"~'Y..~w w.... ~ ow M I I . \ / r ~ LOT 88 i ~ 1 \ ~ ~r rrr. r r ...+r .Ww r.~r r s I I , I r ~ ~ ~-a \i ~ i ; TAX Lo. H -03C218r / NYRih: IEE PKx, JR. a I \ I I / f I I + / 381 S.F', ~ r i \ ~ I r / / L / 1 urr Mr.rw¦YM.)Mw.w.w MrwA+r.M I r (FUNRE 3) + , 85 r 1 r.r . r r r ~ r w rw wr r.. I I ~ i r + ~ ) .n.rrr.~.r. r rr.rw I ,^~9E@ BK. 90f3 s / 1 ANNC~F c.. PKX: I \ : ~ ' / ~ l I I ~ r 1 TAX L0. 139-^3-237 I t I ~ I I , r ~ ~ 38„8 ~ '1 n..r~ r..aTr>Lr:. ~~wrwr I I rr / ; (FURIRE PHASE 3 i 1 rr~r.w..wrir.w~. I I r 1 DEED BN. 8092 PI;. a38 \ ' I ' I I r 'w 1 1 1 LOT 97 ~ ~ ~ I % / I I / / + ; 1 I I I I r r 1 ' (F'UIURE P 2) 1 ~ ; , ; I 1 , I ( \ , ~ o OuRtFS A. uaaRE a I I r` 1 I A YoORE k I r i 1 I I I LOT 2 r ~ f \ ` r SUSAN s. uoaRE I r 30085 S.F. i 1 I I \ ~ LOT 9 / TAX ID. IJ9-03-238 I S.IIOORE I j r r 1 I IJ8-03-238 I I r + / I 5466 P0. 598 I j 1 I I ~ i E PHASE 2) i 1 1 1 I I ~ 30,287 S.F j DEm BK. 0188 f5. 589 I I RN;HARD L JOHNSON a r , FlRURE 2 I I I ~r ~ I I I DEBORAH A. I i 1 1 1 ' l I `'~T.~ \ i / I TAX LD. 139-03-235 rr I I ` / r / / 1 1 ~ I I I ~ i `1 I I I I / 1 ~ I 1 I DEED BN. 5452 PG. 252 r 1 I / ~ , ~ / i I ~ 1 I I I I I ~ 1 ' I I YAWAN D. NKOIIXS a ~`J ~ i / i I r ~ 1 / DARLA w. NK210LS / \ ; ~ ~ ~ I i I ~ I I I i J 1 I KAREN ANNETIE CPoFFlN a I DEED 81C. 112236 PG23 J7 I c LOT 9 \`V/ I ~ r 1 wrRON IFE PKX:, JR. I / 32,ifB 5 \ ~ I I I CALNN R. COCIIRANE ~ 1 I I I I YARCAIBiT ~ COOIRAME ~1 I I I I TAx IA. 138-03-220 ~ I ! ; ~ ~ I I rAx I.o. I~-os-23J I I (NNNE 2) ~ I / 1 1 I I oEm elc s39z Pc. 158 / I I I DfED BK J892 P0. 573 ~ ~ I I I , ~ r----------1 I I I I _ - 1 I Lot 1 1 / ! I I , I - - I I 1,064 S.F. i J I I / I I ! GILNNFB(21ARD000FIRANE 1 -________________J I - ` \ I 1 ( RE PHASE 2) 1 1 / I 1 i I I I ~ a NAF:DAaEr 1. COCHRANE ~ I TAX IA. 138 OJ 221 ~ I I I ~ BEED BI(. 1813 PG. 089 \ I I RCHARD M~COCHiANE k I / \ I \ I t I Tp r I l I ~ I D I 'TAX IA. 138-03-218 I ~ ~ I I DB 7470 P0. 286 I / ~ 1 \ ~ ,,-r 1 I I ~ , r / I I - - - - ~-y ~ ; 1 1 1 I I I i / ~ I 1 - - ~ _ ~ ~ ~ ~ ~ ' f I I I THOws A. KERNS a I I I ~ ~ I I I r ~ I I - ~ ~ ~ ' r I I I RUBY N. KERNS I I ~ ~ ~ \ 1 I I I TAX LD. 139-03-230 I ~ ~ ! I oEEO BK. soza Pc. 563 I I I J 11 I I ~ ` I I 1 I I I I I ~ 1 I I ~ I I I I I ~ ! ~ I I I ~ ~ I I / 1 I I I I ~ ~ I I I ~ 1 I I I ~ ~ I I I ~ r I I I ~ 1 1 I I / ~ I I ~ \ YAWiW D. NICHIXS a I 1~._~-- DARU u. NKYRIIS / I I I / ETNU L STARVES t 1 I I ~ ~ TAx I.o. 139-03-z40 1 KAREN BANI(S DYER I DEED BK. 12236 PG. 213 I ~ ~ y I TAX LD. 139-OJ-231 I I 1 ,Imrr lEE ~ 1 I I I ~ DEEDIBK.IB843 FC~498 \1 I I ( OEID BK. 18993 PC. 833 I I ~ ! I I I I I I 1 ~ I i ~ I I I , ~ I ~ ~ I I I I ~ ~ ~ I I I ~ ~ I I i I .~--r---- ~ ~ I / I / ' ~ I , ~ ' I ' ~ ~ I ff ~ I - I I I l ! / ~ - I ~ ~ ~ t"` I I ~ ~ , - ~ ~ / I / ~ I ! / ~ , \ I I / - _ . I 1 / - - - I I / I 1 ~ / I I , i i I j . n H P D i et . PM es 4 .1 1 M .w N Im t a r P ac R ermit o e D v. r B rt ett oa rr n Pr ects race e o a n WNR et o r D m is u in A e s ocu e . D m nts n ett s s ocu e a 4 HP. c si n et