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HomeMy WebLinkAbout20060616 Ver 1_Complete File_20000411 FROM (COMPANY NAME) ;, - - ADDRESS ' iDA:?•'r"?:';:c;::;:';:iDE21'ilif-: Inc. Couriers, 11010 (?ALU e CITY ZIP CODE (REQUIRED) ;'J?3eK•l:If T1.Mi` i;;;.'• is;rE;:;;;;,"". •: :: PO Box 3032 .#.,,.... :: s .: Cary. INC 27519 SENT BY AME1bEPT.) PHONE ES ::':::1ME ?;t?F•;FA?k?AG,; .;..••..; ....f.G••,HT:!???.:<:'?;;::?? ' ' 919)821-5040 ( ' T" r, [?Lv' /1 ?r ?.. (Z ::.:. . , ::...: ..:. ........• :....:.:. •......,.. $ ;: : (919) 851-8573 PILLING REFERENCE 1?A-2.U j l t&f s', "b0-'*gl 1 4?e r 'IL14 w,, .. . : (919)851-8572 (19)851-8 67 y . 1 ; ?, • 03-1 a l I l RU .. .............:... .. ....... 51.8143 19)8 N M E O C MPANY A TO .......... BW) 832-3278 ADDRESS HHn<::-:?:<<;;<"•:;=i:;#;i;' :: ti CITY ZIP CODE (REQUIRED) METHOD OF PAYMENT 4 IB4 El El al(0o l??-? *vti Bill Bill Bill ATTN.. ( EMEPT.) PHONE Sender Receiver 3rd Party (Assumed Sender Unless OIMNAse Named) Itzo in P•.ODSIGNAT'URE PRINTSIGNATURE PAID Caslt/CheCk e ZLA..-.rne vco i nW rnnv - in IP.TnMFR i T00 121 - OKI?guaiuROD IsOIZOV TTLT TZ9 6 FAX(919)821-1711 - RUSH DELIVERY 3 Z£:TT ma 90/%0/50 Soil & Environmental Consultants, PA 11010 Raven Ridge Road, Raleigh, North Carolina 27614 Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com April ll 2006 S&EC Project # 8682.W3 To: US army Corps of Engineers NCDENR-DWQ Attn: Mr. Todd Tugwell Attn: Ms. Cyndi Karoly 6508 Falls of the Neuse Rd. 2321 Crabtree Blvd. Suite 120 Parkview Building Raleigh, NC 27615 _ <. From: Sean Clark Soil & Environmental Consultants, P.A. 11010 Raven Ridge Road Raleigh, NC 27614 Re: The Parks at Meadowview Chatham CO, NC On behalf of the owner, The Parks at Meadowview LLC:, please find attached a complete application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USAGE) that the activities proposed below may proceed under Nationwide Permit 12 & 39 and General Water Quality Certification 3374 & 3402. Please contact me at (919) 846-5900 if you have any questions or require additional information. In addition, please consider . this application our request for a no practical alternatives determination. PROJECT SUMMARY Project Name The Parks at Meadowview Project Type Residential Subdivision Owner / Applicant The Parks at Meadowview, LLC Count Chatham Nearest Town Pittsboro Water Body 'Name UTs to Brooks and D Creek Basin / Sub-basin Cape Fear 03-03-002-HAW Index Number 16-36 Class WS-IV,B;NSW IMPACT SUMMARY Stream Impact (acres): .034 ac Wetland Impact acres 0.0 ac Open Water Impact (acres): 0.0 ac Total Impact to Waters of the U.S. `(acres) 0.034 ac Total Stream Impact (linear feet):, 301' Total impact to Buffers NA Attachments: p (mss pM(? • Pre-construction Notification (PCN) L? L5 `'/ (S D Application Form • Agent Authorization APR 1 1 2006 • USGS Map • Soil Survey Map Wetland Data Forms • DENR - WATER QUALITY SMIDSTONWATFA R _ -impact Maps 9 ANCH • 401 Processing FeeCheck Charlotte Office: Greensboro Officer 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704) 720-9405 Phone: (336) 540-8234 Fax: (704) 720-9406 Fax: (336) 540-8235 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. ti ' i = i 6 (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) Sri\±<' '_ 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 ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information R19@190MR0 1. Owner/Applicant Information APR 1 1 2006 Name: The Parks at Meadowview LLC TftXMN" .1, sTOR ATE ORMC 1 Mailing Address: Attn: Allen Harrington 2214 Brawlev School Road Mooresville, NC 28117 Telephone Number: (704)295-1106 Fax Number: (704)660-1185 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean Clark Company Affiliation: Soil & Environmental Consultants PA Mailing Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address: SClark@SandEC.com Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the'full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: The Parks at Meadowview 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 9734-23-9527.000.9733-37-5526.000, 9733-75- 0481.000 4. Location County Chatham Nearest Town: Pittsboro Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): The site is located north of Pittsboro at a point +/-4.000 feet southeast of the junction of Dry Creek and NC Hi away 87. The site is situated between NC Highway 87 and' Chatham County Rd 1520 Please refer to the attached Figures 1 and 2 for the project's location on a USGS topographic quadrangle and the Chatham County Soil SurveYmaps respectively. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 035°46'56.34"N. 079°14'22.30"W . 035°46'50.13"N. 079014'1 1.05"W 6. Property size (acres): +/- 793.1 7. Name of nearest receiving body of water: UT's to Dry Creek and Brooks Creek 8. River Basin: Cape Fear (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/mVs/.) Page 2 of 9 Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is currently undeveloped and was previously owned by International Paper. The Property was clear cut +/- 10 years ago. The site to the immediate north is currently being developed as a single-family residential golf course community. Other adjacent parcels are forested, in agriculture, or are single-family homes. Describe the overall project in detail, including the type of equipment to be used: The proposed project will be a single-family residential subdivision with the typical roads and utilities. The proposed impacts are due to roads and utilities connecting the various phases of the project to Hi way 87. Old Graham Road, and the rest of the project. The future lot layout and road corridors have been finalized and all efforts were made to county minimize and avoid any unnecessary impacts. Voluntary riparian buffers as well as buffers were set in the site plan in order to further protect the integrity of the streams. Bridges or open bottomed culverts were designed in order to keep the cumulative impacts within the Nationwide Permit 39 thresholds and further minimize and avoid impacts. Heavy _equipment typical to this kind of work is to be used. 9. Explain the purpose of the proposed work: The purpose of the project is to construct The Meadowview Subdivision and provide additional housing to meet the demand for the area. 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. Permits have been issued on this property (previously known as Brooks Creek Subdivision) to connect the northern Chapel Ridge Property to NC Highway 87 as per Chatham County's requirements. S&EC completed a detailed wetland delineation in October of 2004 to provide the base information required for planning the residential subdivision. In October of 2004 a site meeting was held with Mr. Todd Tugwell of the USACE to make. "importance" calls on the two stream features with proposed impacts due to the previously mentioned road installation. A site meeting was then held with Mr. Eric Kulz of the NCDWO on February 22, 2005 to make perennial/intermittent determinations on the same two stream features. As a result of these meetings the road was realigned so as to cross at a point upstream of the perennial/important point. A site meeting is being held with Mr. Kulz on March 3. 2005 to complete the perennial calls on the rest of the property. His findings are summarized in IPRRO #05-007. The remaining survey of the wetland boundaries is being completed and will be submitted for USACE approval under separate cover. Page 3 of 9 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 future permits are known to be required at this time VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms' should be included as appropriate. Photographs may be included at the applicant's discretion: If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: : Impacts to intermittent/perennial channels will result from the proposed installation of roads and required utilities The impacts are quantified and expounded on below 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh 100-year Nearest Impact (indicate on map) , herbaceous, bog, etc.) Floodplain Stream (acres) (yes/no) (linear feet) NA NA NA NA NA NA Total Wetland Impact (acres) NA 3. List the total acreage (estimated) of all existing wetlands on the property: +/- 15 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Page 4 of 9 Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or . Intermittent Average Stream Width Before Impact Impact Length linear feet Area of Impact acres Road Crossing #1 UT to Brooks Creek Culvert / Rip-Rap Perennial. 4.42 120' .012 Road Crossing #1 UT to Brooks Creek Utility Perennial 4.42 31' .003 Road Crossing #2 UT to Brooks Creek Culvert / Rip-Rap Perennial 5.88 130' .017 Road Crossing #2 UT to Brooks Creek Utility Perennial 6.05 20' .002 Total Stream Impact (by length and acreage) 301* .034 * Of the 301 LF only 250 LF is permanent 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres 0 0 0 0 0 1 Total Open Water Impact (acres) 0 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): .034 Wetland Impact (acres): 0 Open Water Impact acres : 0 Total Impact to Waters of the U.S. (acres) .034 Total Stream Impact (linear feet): 301 7. Isolated Waters Do any isolated waters exist on the property? X Yes ? No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. No impacts are proposed to isolated waters. 8. 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.): NA Proposed use or purpose of pond (e.g.,.livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA Page 5 of 9 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 have been avoided and minimized to the maximum extent practicable. Road crossings have been planned at perpendicular angles to stream flow. Streams are not crossed multiple times by roads. Out of four proposed road crossings, two propose the use of bridges. Pedestrian trials also use bridges when crossing streams Temporarmpacts resulting from utili line installations were planned for locations where wetlands did not exist to further avoid additional impacts eg Dedestrian crossings 1.2.and 3). VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the. impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that maybe appropriate and practicable include, but are not limited to: reducing the size of the project;, establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. 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 h!M://h2o.enr.state.nc.us/ncwetlands/stnngide.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 Page 6 of 9 description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Because there are no impacts to wetlands no wetland mitigation is proposed. Impacts to perennial streams typically do require mitigation therefore stream mitigation for the 250 linear feet is proposed. If mitigation is required we propose that payment be made to the NCEEP 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the.NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 250 Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 0 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No X 2. 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 X 3. 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 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. Page 7 of 9 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify, )? Yes ? No X 2. If "yes", 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 Multiplier tq°t n quare feet (s o Mi 1 NA 3 (2 for Catawba) NA 2 NA 1.5 NA Total NA NA * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. XI. XII. 3. If buffer mitigation is required, please discuss what, type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all, appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. This site is within the Cape Fear River Basin, which does not have NC-DWO regulated riparian buffers. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. 1.) Homesites 6,000,000 s.f 2.) Roadways 1,777,248 s.f. 3.) Water Booster Station 4,000 s.f 4.) Amenities 161,172 s.f. 5.) Sidewalks and Trials 275,000 s. f, Total Impervious 8,217,420 s.f. = 23.8% Total Acreaae of Site 34,547,436 s.f Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The project will tie into an existing treatment facilitv.in the area. Page 8 of 9 XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We have reviewed the "DRAFT Internal Policy. Cumulative impacts and the 401 Water Quality Certification and Isolated Wetland Programs" document prepared by the NC Division of Water Quality on October 3. 2002, version 1.6. The draft states that most residential subdivisions are unlikely to cause cumulative impacts. The Parks at Meadowview does not meet any of the three criteria of private projects that can clearly result in cumulative impacts. We anticipate that you will advise us if a qualitative or quantitative impact analysis is required. XV. 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). NA Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 Name: Environmental Consultants, Address: CIO G?2G5( itJl`GG? 2 2c q 6pAwl of 5Cf-i rxj- 126 IV 6, 21?1i -- Phone:U? ore fat/- loG-o -l?S (A4y11 i -IL,1RN) Project Name/Description: -17-1E WC-3 kr MCM b- U VIG-1 Date: Z 2Z (0:- ( The Department of the Army U.S. Army Corps of Engineers, Wilmington District P.O. Box 1890 Wilmington, NC 28402 Attn: Field Office: t?a le,, c, Re: Wetlands Related Consulting and Permitting To Whom It May Concern: S&EC Project # g692-u33 I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants, PA to act in my behalf as my agent in the processing of permit applications, to furnish upon uest supplemental information in support of applications, etc. from this day forward. The 2 2 day of This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the site. -10?1' r2 l ? Print Property Owner's or Municipal Official's Name cc: Ms. Cyndi Karoly NCDENR - DWQ 2321 Crabtree Boulevard Raleigh, NC 27604 Signature Charlotte Office: Greensboro Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704) 720-9405 Phone: (336) 540-8234 Fax: (704) 720-9406 Fax: (336) 540-8235 AGENT AUTHORIZATION FORM cc: Mr. Sean Clark Soil & Environmental Consultants, PA f N" _ i //,-'??.? \1 '. / / ' l ?? lei ? ? ?? /'? J ? ??('? -, \•`y ?? / , \ ? r ) I / \ i r ?i`! ? /i(I 1 / 4 ??.,// 1?,• i l ?r ? t t?'??f ?\ i?f ?i??. t \ -d All 10 -S? 4, f I I ( L c. V -, LI 'C I N 7: AI I P. J / t \' ?) v?I,` 1 l \ 'ter r l ? v ? ??1 v %" ;`? p f r ?1 tl t t ? •x _ u ? ? ? 1 111 ? -' ?< ? 49? Project No. Figure I - I :24K USGS 8682.W3 Topographic Quadrangle I! t (' \ • wee y _ r+ y i ? 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Project No. FI ure I - I :48K USG5 6G62.W3 9 Topographic Quadrangle Project Mgr.: Vicinity Map Soil & Environmental Consultants, PA SC 11010 Raven Ridge Rd.- Raleigh, NC 27614 The Parks at Meadowvlew (919) 846-5900 - (sle) 846r9467 Scale: Chatham County, NC Page: www.SandEC.com I " = 4,000'x::// LS Bynum, Silk Hope-, Siler City NE, 411 1 /OG and Pitt5boro Quadrangle r4 h 1 2006 WM ANDS MID STOW WAR BRAKH r 1 r ?_ w. 7G y Asa Sz 5Fy °a (?L . ?? : sa l", (? ?u ESQ t??.: J l oc\ x, f z t 7 5 #3 8? p i a36 -'` 5 f ti ?t '"_`- f ;1L` /" „°-:.. ,•?._.. x sus i '?Y - ,.. rsor (Zr)C $ @ ,.,.?. ! "3011 l {O(o8 z?s Sys -??5 f30B .. .trJ 5 B ~ ? ij3G s ?q ? ????p :.• ?o'i r! rat ~n l30D 13 w? 3d, 13DS 23? 130ki ?,,_•.. ?"""? ,? '??'• !3? °+ 5t-7 ?.. t,?, BA ,o ??,?,. t ?? c_ f?6 .Zp? B 1300 •. { ? - ?,.? z3 y t r 14 Z56 L33 23 6 .. lgD tar} Z D C 23 z? '` a j A 050, /23 I i4a ` -- `'S ,??•' 1,3sR^rJ '. ? ? .z3? ? x0?? ` Z?S ? ?--? ?• % ;28` mss. 50ro 5A. 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S Y; Q 52S Ine (`???``??.`'t ?,' •SZ5"3? ?-'f"?1? ? .t a t:,:'j ?r"',,. ???ti?w fag F- ``r .< 4 a0? t ;! ^'??• 5a :57 1 ?'rrY ? - f ..1,3D ? ? ` .Z 3 g E? ` j?c .-?....`..a ? ? ..+' :'..{ ?, ;?..r^' •'""`?. c 8t ` ! 1303 83 n~ f ?( f: ; ?? 5y t .2312 ? _t *'?• ilry` (130 ?,::,.'^-. 1.•. 7q - 5 `a$. c?2 11 3??h ?'i E t tS? _ j 11??1 1 '. 7. } % Pr•ojCCt r o, ficgure 2 - NKCS Soll 8682.W3 Survey Map Project Mgr.: • Sc The Parks at Meadowview ( vironmental Consultants, PA Chatham County, NC - ?-b aven Ridge Rd.• Raleigh, NC 27614 919) 846-5900 - (919) 846-9467 Scale: 1 ZOu6 Web Page: www.SandEC.com I 2,000' DEN AND STOFWWATER QUALITY 04/I I106 Chatham County Soil Survey +N?71-? Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: The Parks at MeadowView S&EC # 8682.W3 Date: 10/19/2004 Applicant/Owner: The Parks at MeadowView LLC County: Chatham Investigator: Chris Flowers & Mark Allen State: NC Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: Is the area a potential Problem Area? Yes X No Plot ID: Inside flag 614 If needed, explain on reverse.) 1 11 VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Saururus cernuus OBL 9. 2. Juncus effuses FACW+ 10. 3. Quercus alba FACU 11. 4. Cornus amomum FACW+ 12. 5. Ulmus alata FACU+ 13. 6. Acer rubrum FAC 14. 7. Osmunda regalis OBL 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-): 71% Remarks: HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake or Tide Gauge Aerial Photographs _ Other X No Recorded Data Available Wetland Hydrology Indicators: Primary Indicators: x Inundated x Saturated in Upper 12 Inches _ Sediment Deposits Drainage Patterns in Wetlands Field Observations: Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 Inches Depth of Surface Water: 3" (in.) _ Water-Stained Leaves _ Local Soil Survey Data Depth to Free Water in Pit: - (in.) FAC-Neutral Test Other (Explain in Remarks) Depth to Saturated Soil: 0 (in.) Remarks: Wetland Hydrology Present IL- Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 Project/Site: The Parks at MeadowView S&EC # 8682.W3 Plot ID: Inside flag 614 SOILS Map Unit Name Cid Drainage Class: Somewhat Poorly Drained (Series and Phase): Cid silt loam 6-10% slopes Field Observations Taxonomy (Subgroup): thermic Aquic Hapludults Confirm Mapped Type? _ Yes _ No Profile Descrintion: Depth Matrix Color Mottle Color Mottle Texture, Concretions, inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-12 A 10YR 5/1 10YR 5/6 Silty clay loam 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 X Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: Hydric Soils Present IL WETLANDS DETERMINATION Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland? Wetland Hydrology Present? X Yes _ No X Yes No Hydric Soils Present? X Yes No Remarks: IL Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: The Parks at MeadowView S&EC # 8682.W3 Date: 10/1912004 Applicant/Owner: The Parks at MeadowView LLC County: Chatham Investigator: Jason Payne State: NC Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: Is the area a potential Problem Area? Yes X No Plot ID: 10' NE of flag 916 If needed, explain on reverse.) 1 11 VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Eulalia viminea Herb FAC+ 9. Toxicodendron radicans Vine FAC 2. Lonicera Japonica Vine FAC- 10. Liquidambar styraciflua Tree FAC+ 3. Salix nigra Tree OBL 11. . Acer rubrum Tree FAC 12. 5. Juncus effusus. Herb FACW+ 13. 6. Diospyros virginiana Tree FAC 14. 7. Fraxinus pennsylvanica Tree FACW 15. 8. Ulmus a/ata Sapling FACU+ 16. Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-): 80% Remarks: Wetland Vegetation Present HYDROLOGY _ Recorded Data (Describe in Remarks): Stream, Lake or Tide Gauge Aerial Photographs _ Other X No Recorded Data Available Wetland Hydrology Indicators: Primary Indicators: _ Inundated X Saturated in Upper 12 Inches _ Sediment Deposits X Drainage Patterns in Wetlands Field Observations: Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 Inches Depth of Surface Water: 2" (in.) Water-Stained Leaves Local Soil Survey Data Depth to Free Water in Pit: - (in.) FAC-Neutral Test Other (Explain in Remarks) Depth to Saturated Soil: 0" (in.) Remarks: Wetland Hydrology Present Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 Project/Site: The Parks at MeadowView S&EC # 8682.W3 Plot ID: 10' NE of flag 916 SOILS Map Unit Name: 525 B Drainage Class: Somewhat poor) (Series and Phase): Cid-Lignum Complex 2-6% slopes Field Observations Taxonomy (Subgroup): thermic Aquic Hapludults Confirm Mapped Type? _ Yes _ No Profile Description: Depth Matrix Color Mottle Color Mottle Texture, Concretions, inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc. 0-12 A 2.5YR 5/4 7.5YR 5/6 Common Distinct Silty 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: Hydric Soils Absent WETLANDS DETERMINATION Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland? Wetland Hydrology Present? X Yes No Yes X No Hydric Soils Present? Yes X No Remarks: IL 77::? ?C r n \V EXISTING LOGGING ROAD CROSSING TEMP. UTILITY CHAPEL RI IMPACT/ PEDESTRIAN CROSSING #1 PUD 1 TEMP. UTILITY ?• ~?° IMPACT/ PEDESTRIAN CROSSING #2 PEDESTRIAN s ` ! BRIDGE CROSSING PEDESTRIAN r. NO IMPACT , 'BRIDGE CROSSING .f r\, a.Z n EXISTING ROAD CROSSING PERMITTED BY CHAPEL RIDGE IMPACT TOTALS PERMAN ENTIMPACTS TOTAL RIP-RAP S.F. 499 L.F. 108 STREAM TOTAL ROAD FILL S.F. 796 L.F. 142 STREAM COMBINED TOTAL S.F. 1,295 L.F. 250 STREAM TEMPOR ARYIMPACTS TOTAL UTILITY S.F. 1,249 L.F. 239 STREAM NOTE: EXISTING LOGGING TEMP. UTILITY ROAD CROSSING IMPACT/ PEDESTRIAN BUFFERS PER CHATHAM COUNTY CROSSING #3 WATERSHED PROTECTION ORDINANCE ® VOLUNTEER BUFFERS PER PLANNED UNIT 1000' 0 1000` 2000' SCALE: 1"= 1000' (Horiz.) * NOTE: SEE PEDESTRIAN BRIDGE SECTION r ,y j?A> 5o1 t Enhronmenbl Con-it-t, 11010 Raven Wdge Rvad Rduyh. NC 27614 Phone (9 1 9) 846.5900 MAXIMUM POTENTIAL { -- ,IMPERVIOUS CALCULATION tm ama Tuhl _ ildm 11,1 O,l 2,l ...?...- U C Z _ ZZ?N W h ZaIQrm 0 L 7UZSm Qd - n t Z j V _ 0 m L Z ?S O tm ] ?m Z - /_5 z? Q Juu ..... . I _ . - CT AFtrA 793.1'sx" T- IYPERVIC"PERCWI GE 211% -EXI ING LOGGING ' ROA II 11 I I I1 1I I 11 1 J CROSSING Nf3#2/- TEMP. UTILITY IMPACTS DESTRIAN BRIDGEC u NO IMPACT L @CQML APR z i2006 ?! nDN I ? io DENR - WATER QUALITY Ii MTl V$AJ"1DST0rltNATERCFt%,CH -KUAU UKUSJIN6;;ll PEDESTRIAN 0 0 LITY IMP CT BRIDG CR SSLNG PEDESTRIAN NO IM ACTlii Kx, (, BRIDGE CROSSING o " NO IMPACT ROAD CROSSING #21 BRIDGE CROSSING #11 EM'OIUTILITY IMPACT TEMP.UTILTYIMPACT 0, 4;-1 TEMP. UTILITY T> ,.. IMPACT/ PEDESTR CROSSING #4 P4 0 Sao ® a ® ?0 z V p ? C) a N?JW CC a aaW p w x a NORTH t PROPOSED12" WATER MAI( PROPOSED J 60 FT ROW I , EXISTING TOP OF BANK (TYP.) 1 EXISTING WETLANDS PERM. RIP-RAP r' IMPACT 229 S.F. 58 L.F. CLASS -1 - 24" THICK TEMPORARY VEHICULAR I WOOD BRpGE NOI CT ryli 1 1 P OPOSED 6" ORCE MAIN -,JPROPOSED 6" ' FORCE MAIN / - - -' x / / EXISTING STREAM / PROPOSED CO CRETE ,HEAD WALL (TYP) i / M. ROA FILL IMPAC T= .F. / I / I 62 L.F ,P6OPOS2" WATE I N AIN / (3.54- / RAPES RCP / TEMP. UTILITY PR6PO ED / IMPACT 137 S.F. 2d' UTI ITY/ / 31 L.F. EASEMENT (TY? 40' 0 40' 80' SCALE: I "=40' (Honz.) / IMPACT TOTALS PERMANENT IMPACTS RIP-RAP S.F. 225 L.F. 58 STREAM ROAD FILL S.F. 305 L.F. 62 STREAM TEMPORARYIMPACTS UTILITY S.F. 137 L.F. 31. STREAM 490 PRO ROVI 485 480 475 470 DATUM ELEV 465.00 C9 5-1 t [nvi--tal Con-ltant? 11010 Raven Ridge Road. Raleigh, NC 27614 Phone (91 9) 846-5900 OSED PROPOSED -ROW- ROPOSED OADWAY RADE ROPOSED-COIJ HEADWALL (TYP CR ) Sllll DI TCH GRADE 62 LF 54" RCP INV IN 476-.61 INV OU 4. 8 CLASS"JA, M RIPRAP P lik . =3 6" FORCE MA IN uu- Af RR MAIN Tinm 12"WATER AI l.c 4ENN NOTE: PR OPOSED CULVERT PIPE BOTTOM ?IJITCH cv v- m 10+00 11+00 ROADWAY CROSS SECTION HORIZONTAL SCALE 1"=40' VERTICAL SCALE 1"=4' TE / [20 1-! Z 1 -1 2006 WATER QUALITY 10 ST01i,fAi Ew 0 Z L L nn W n 'n UQ ZIUQ rm O Q WzaF ZQo? ? ? . : lr kJ V S _j 0 Z 82 LZ9;N u Z>z? J 0 o s o phk !¦ P 4t ? a Z 0 YI U) it cc ?A ¦¦ (j) ? CC E a ¦i¦ W j aa pa x Q Qy lus - `N? NORTH VICINITY I I \ \\ I EXISTING TEMP. UTILITY IMPACT= 121 S.F. 20 L.F. PROPOSED12" -WATER MAIN I III STREAM' 11 EXISTING TOPS 1 OF BANK (TYP.) \ I PROPOSED 1 20' UTILITY \ k 141 EASEMENT "P.) . PROPOSED` 1 `CONCRETE PERM. OAD FILL H€ADWALL IMPACT1(491 S.F. (n'?. 80 L.F. ' / t FI I I I ED 6-1 MAIM` (2? 42" hCP ?- \ PIPES 1 TEMPORARY yV.E.HI ULAR 00 MPBRI GE`I \ ,\0 1 ' 1? EXISTING W7LANDS I 10 1 r I I I i I ? I I ? ? I I I I ? I 40' 0 40' 80' SCALE: I "=40' (lloriz.) PERM. Rl"AP IMPACT= 274,, 50 L.F.\ \ APRON CLASS "1h 24" THICK \ \ 1 ak \ x 10+00 PROPOSED O q- PROPOSED W PROPOSED P F OPOSED CONCR E DWA GRAnF . EEAD4NAEL- P) I i 80 LF 48" RCP i NV-I W - 440.64 INV OUT EXISTING OPIISED , 440.26 50, LF SEWER MAIN RAP PAD NOTE PROPOSED CULVE RT PIPE BOTTOM ROPOSED•t2 WATER MAIN ` GRAD EtOW NG-D 1'I 0 - o 0 0 0 o 0 0 IMPACTTOTALS PERMANENT IMPACTS RIP-RAP S.F. 1 274 L. F. 50 STREAM ROAD FILL S.F. 491 L.F. 80 STREAM TEMPORARY IMPACTS UTILITY S.F. 121 L.F. 20 STREAM 455 450 445 440 435 DATUM ELEV 430.00 0 1 1 +00 ROADWAY CROSS SECTION HORIZONTAL SCALE 1"=40' VERTICAL SCALE 111=4' 12+00 ry z 1 So" C 0 P-ntal Conyuibnts 1 I O 1 I O R ven fLdge P.oad Ralcgh. NC 27614 Phone (91 9) 046.5900 Z Z ILJ LC ?- LLl 6 U ZujQrm < VJ z a R C `l Z g :j'L s J V I 0 Z 1 ) -i EL ?o A Z >z Q ? - ? u - i0 o tit 0 ;??pM? p D ? ? II APR 1 1 2006 U) o 3E4 R-WATERQUAL0 L o R OSf?tDSTO(".I?ATEA6RNz11 Q () .. Cell oc??v aaQ? IL ?o VICINITY LOCATION NORTH ? r / tXISTING / WETLANDS TEMP. UTILITY } - - - IMPACT= 121 S.F. 20 L.F. \ / - - - f PROPOSED y / \ -? CONCRETE CORE PROPOSED P,ROP0':) 12" CROSSING - -60' ROW- /WATER MAIN_ - - \ \ / \ -- --/ \ PROPOSED 6"J; / \FORCEMAIN \\ \ i l I i / 7 1 \ OROPOSED \ 20'UTILITIf CEASE?dENT,(TYP.1 N \ TEMPORARY \ \ \ \ (? (??? D \ \ VEHICULAR \ \ p V? D \ \ 1 1 , l \ WOOD BRIDGE \ \ 20 UTILI ?NO'IMPACT \ \ \ \ APR 1 12006 TEINP. UTIITY PROPOS D \ \ IMPACT=1 5 S.F. \ \ \ R??AL11Y ? 23 L.Fw \ 1 \ \ DENR WAS 6?J pm5T0tttA1 EASEMEN (TYP.) 1 i ` y \ \ \ v,-'r'Nms ??ll \ // \1 \ \? 1 ? \\ \ \ 111 \ \ 1 \ \ 1 \ \ EXISTINGTOP 1 \ \ R 1 11 \ \ \ \ \ RIG TION LI\N \ \ \ OF BANK (TYP.) 1 \ \ \ ? \ EXISTING STREAM 1 , \ 40' 0 40' 80' SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.286 L.F. 53 STREAM u UoZ_ Z w ^ Z -I'? w(j4 0 z' z uj Q W z OT Qo ? QZ _j 0ZA° rn LL. n Z 4 s W 0 ? J? m Z?z ?U° dis //YAI V W 3 NORTH 50'1 t Cmnronmental C--Itante I 10 1 O Raven Ridge Road R:1-3h. NC 27614 Phone (919) 046-5900 VICINITY EXISTING TOP OF BANK (TYP.) EXISTING-12!-CULVERT-- /EXISTING DIRT DOW 1 TEMP. UTIL?TY ` tt 1? IMPACT= 87?.F. 22 L.F. PRPPOSFD CONCR E HEAD WAL P) / N t i 1 `?// I y l ? } L X339 \ p / / TEMP. UTILITY IMPACT=100 S.F. 24 L.F. I t PROPOSED 50' ROW I 1 , I I I ' / EIXISTIN I WETLA `DS S I 1 ? I / I 1 / P{ gPOSED FORCE MAIN WITH CAPPED END` t t t ?ROPOSEDI2" WATER MAID( WITH D CAPPED END\ I y SLAB ? IDGE RE \ I/ t I t CRbSSlNG-?, tt I i It PR N ~? \ co \ \ II PROPOSED \? \ 20\UTILITY II \ \ EASEMQNT (TYP.) \\ i i i soli t r.-n-t.1 C-.ltante 1 1010 Raven Wage Road Raleigh, NC 27614 Phone (9 19) 846.5900 VICINITY APR 1 1 2006 DENR • WATER QUALITY }%'rMRM)S R@ STorUANATFR BRANCH 40' 0 40' 80' SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.187 L.F. 46 STREAM NORTH A.. 0() z_ r z ? N H r, W j9 - G? h Z r WQ r O W Z a? Q o? Q Z " V J Uf Z o L Z ?Z>Z QU°- Wo Fd I 11 L o t tz • Soil ! CnNronmcntal ConSUlt?nt? ? Z 1 1010 Ra- fLd Road Raleigh, NC 2761 4 APR 1 12006 7 C n L L ry m Phonc (9 19) 646-5900 - n/ W 0 ? Z U1 PROPOSED CONC ETE BRIDGE ENDBENT OENR41ATERQUALiTv SIJYJSTOry?ATERERr,Nch ? Q O Z W z? Qom CORE SLAB BRID E Z CROSSING BACK FILL r h ? z Ao `J ? RIOG ?- Z Q ENDBENT W 1 z BACK FILL i ?l m ?z? Q 45 T ? " I VICINITY I I? l i t PROPO ED /-LOCATION 0 EXISTING ROAD GRADE Y ? 1 ? 0 o I ? GRADE , I - o PROPOSE01 " WATER MAIN 11 PROPOSED 6" RGE-MAIN o I'm 0 m, wp W S M Q TREA BANK TOBANK cc p? ' 40 0 40 80' t 5C LE: I "=40' (Horiz ) SC LE: I "=4' (Vertical ) cc CO N 00 N .- N O M m cD O I? Q) cfl cD O O (D to L cfl N c0 ? O s r- ? . 63 00 64 00 65 -00 I 66 -00 67+ 00 NORTH 1 ill !?\? I I I I ,1 } I i? \ 11 i IEXISTIN 1 ! 1 1 1{ ?1\ ?I,ETLA DS (TYP.) . } PROPQSED 20' UTI , ITY // EASEM T(TYP.) // I ?/ J i // I } /li I I/ / 1 1% 11 PEDEST IAN } 1 } BRIDGE ROSSINGI 1SEEDETAILSHEET ! I ( I 1 / V 11 ??' ,??,y-j II I I 1 I I 1 1 1 ?-?' ? 11 I ( II 1 1 1 ! ?PROP?QSED 8" I I I 1 IRRIGAT100 LINL 1 } TEMP. UT+LITY } ! ` I } IMPACT= 09 S.F. ! 1 1 1! 21 L.F. I } !1 ! 1 1 !I} , ! 1 1 ! t II EXISTING OP } } } + I 9F BANK (?YP.) } I } } t I !I? I } }? } } ? I }} ? 11 I _ C? I I I 40' 0 40' 80' SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.109 L. F. 21 STREAM 50" R Environmental Consultants 1 1 01 0 Raven fLdge Road Ralcgh. NC 27614 Rhone (01 9) 84G-5500 jU APR 1 1206 WETWDSR9)STWWMX 6PANCN U .. ''^^ rr?? V V z _ CL4 Z r Z W u9 h a1Qr? 0 al z a V J?z ° r? LZ m a, ] ?m m ? z>zr j O e ® 0 ® II G ® ® sJ 3 1 IL I d? €4 ,I E NORTH VICINITY 500 49( 48( c c 10+00 11+00 12+00 13+00 40' 0 40' 80' +r SCALE: I "=40' (Horiz.) SCALE: I "=4' (Vcrbcal) 14+00 15+00 [10 I 1 12006 Z 5i ZWQZu _ ^/ W n Q W z am Qz ?YL rh V -j z m o n LZ ;9 G S?n Q?ZP JUu NORTH VICINITY i j ' r ' ! f l ?PROPO$ED 20' UTILITY / EASEMENT ('FYP.) / ?/ l 11 /l 1 t ? \ i i EXISTING WETLANDS (TYP.) PEDESTRIAN BRIDGE CROSSING SEE DETAIL SHEET \ \ \ PROPO?D-8" \ IjRIGATION LINE C \ \ x >) /I \\ \ / T?f?'IP. UTILITY / I PACT= 95 S \ \ - \ / 25 L.F. / EXISTIjCGTOP r / ? \ \ \ OF BANK (TYP.) \ \ _` I ? I \, l t ? 40' 0 . 40' 80' SCALE: 1 "=40' (Horiz.) IMPACTTOTALS TEMPORARY IMPACTS UTILITY I.S.F.195 L.F. 25 STREAM 5o1 t Enwonmrntal C-ltant? 1 1010 P-n Pa," Road Raleigh. NC 27614 Phone (919) 846-5900 VICINITY ,? APR 112006 t?ENl?P7?S ? n? ? ??cn u n ff?? ffff?? Z_ u Z „ l NC Z G Nm Zu Qt- Z W Zak Qom z `J Z ° 0 " LZ n GS? O m - o ? e o y,? CC X 1v m a 0 NORTH 1 1 1 1 1 `\ 1 i `\ \ \ \1 ? \\ 1 11 I 1 1 1 1 1 ?\/ I l\ \ 1 1 ? 1 1 1 1 1 1 1 1 ?\ \/ I 1\ I 1 1 1 1 1 1 1 111 I 'EXISTINq I 11 1 1 ( I 1 1 1 1 1 11 l WETLANDS OP.) I 1 ( ? \ 1 1 1 1 1 1 ?\ \ 1 t ? I ? ? ? I \ X11`11\ \` \ I I ? 1 1 1` 1 1 1 \\ \\ \__\ \` ( 1 1 1 1 \ 1 i 1 \ \ - \ `\ \ `\ \ \I ` `I 1 1 1\ 1 ? I 11 ` `I 11 ` \ `\ ` \ \ \ `\ \\ `\ 11 ' ' \ `? 1 11 \\ ?\ `\ PROPOSED8"\ tf \ \ 1 1 \ \ 11 \ BRIDGE CR NSS?NG ` IRRIGATIQN LINE\ \ _\ \ 1 ` ` 1 1 \ 11 / SEE DETAILS EEC \ \ ` \ \ ! PROPOS D \ \ 20'bTILIV \/ \ \- - -\ - \ \ EAS,EMENl1(TYP.) / ll I I 7 1 I I I I 1 I I l I J ? i -T Iyp. UTIbTY ` I IMPACT=152; S.F. t 23 LIF. ' / I 1 i EXISTINTOP \ `\ \ \ \ OF BAKKI(TYP.) I \ \ 1 11 `? `\ 40' 0 40' 80' SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.152 L.F. 23 STREAM Soil • r---t.1 C--Tt-tb 1 1010 Raven R a.3e Road R?iagh. NC 27614 rh=I (919) 946-5900 VICINITY APR 1 12006 UENR•%IIATER CUAUT1 Yr kT L q= N 0 STWV AYAT ER BV4*-r. U?Z_ ?l z ? N Nm n/ W n z 0 W zc s ;F ? Q o Z z IL n Z an 1 4 d m W?,m OJ > Q6O -j u o a G U) ® II Q U) w a ?a IL NORTH i I I I I ? ,? I I\ L, f,_--?,\ I I \ I I I I\? ? ?? '> I I\ I I I 1 ?\\` 1 I ? ' ? \?\ ' III ? I I I 1 I I ? I I ? 11 \ \? II ___ ? I // I I I \\\ / EXISTINGTOP I I OF BANK (TYP.) I I ?y / 1 1 1 \ PEDESTRIAN / 1 1 1 \ BRIDGE CROSSING I \ 1 \ \ SEE DETAIL SHEET PROPOSED 8" I / I PRQPOSPD IRRIGATION LINE I 20' UTILI ) \ EASEMENT (TYP.) \ I - - _ J/ / _ -\ - - - , TEMP. UTtITY \ \IMPACT=lg2S.F.1 1 \ \ \ ?0 L.F., 1 ? ? I II `? ?? ,1 1 I I I ? ? 1 t I I ?? `?? ?? 11 1 1 1 1 ? ? ? 111 `? `? ?? 11 11 I 1 ? I ? \ 1 I ? Ii I 111 r__ -\ 111 I \ \ 1 1 t ? 1 1 ? 40' 0 40' 80' SCALE: 1 "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.162 L.F. 20 STREAM 1 I I I b U? \ Z \ 1 J \ W EL /EL 1 1 I I 1 } I 1 1 11 5-1 i Environmental Consultants 1 1010 Raven fLdyc Road Raleigh, NC 27614 ph.- 0315) 646-5900 VICINITY p1R@[R0W@00 APR 1 t 2006 1172 DSAWSTC -rYATMCR>tiFr?a u Z_ Z Z ?Nm / IL n Z uj 0 ZUjZOf Q < I? Z : E 2, t : r h V -j-0Z? O LZ GYQ " W `V J Z \Z?> -j o e y,? II CC 3: v b ? NORTH 11 15' CLEARING LIMIT & WIDE MAX 2" ASPHALT G" GRAVEL PEDESTRIAN / CART TRAIL SECTION NT5 15' CLEARING LIMIT 8' WIDE MAX PA??? fi- ? TREATED TIMBER5 O.C. (TYP) PEDESTRIAN BRIDGE 5ECTION @ WETLAND CROSSING NT5 Utilities • Pipeline Construction • . Logging • Houso Moving Portable Logging mats are 10' x 14' or 10' x 16'. They lay down in sections end to end for roads and bridges, or side by side for logging decks. They are easy to pick up and lay down with a loader. Mats are picked up at the end or in the middle. Providing Quality Portable Road Mats CONSTRUCTED wRH 2-x S' OAK BOLTED TOGETHER WITH &6112" BOLTS Double-Track Mats & Deck Mats are: • Portable • Reusable • Cost Effective • Environmentally friendly Stream Crossings Logging Mats and Bridge Mats are a Best Management Practice (BMP) for minimum disturbance. They are cheaper and easier to install than culverts. Also, they do not restrict flow, wash out, or require putting foreign fill material around culverts in a stream. Bridge I Crane Mats Our 4' wide mats are made with 8" to 12" oak timbers with 1" bolts available in 16' to 24' lengths. Other sizes upon request. They can be used by themselves or with our portable road mats laid on top. D Cep III Qther Get Yap Dowril TEMPORARY WETLAND CROSSING DETAIL Soil t Cnvironmental Con?ultanb 1 1010 Raven RLdge Road Raleigh, NC 27614 Phone (919) 846-5900 ?r=adC p C? 1 APR 1 12006 DENR-WATER QUALITY A-rTL9@3AlMSTO'iIA ATERERAtXH u Z L N ° W 4 Z ILI O ILI z s f QZ ? Qoe'- _j 0Z?0 0 °' 0.Z n ?4 I u G W O?um m 59 Z u Q -IUo 0 a 2' L a H1 J I elEa d0 ? ie ol? L? DOUBLE-TRACK ROAD MAT OF Vv n t? Michael F. Easley, Governor P Ot t! t Willi J S G ` i ecre am . Ross r., ary North Carolina Department of Environment and Natural Resources Cy C Alan W. Klimek, P.E. Director Division of Water Quality April 24, 2006 DWQ Project # 06-0616 Chatham County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Mr. Allen Harrington The Parks At Meadowview, LLC 2214 Brawley School Road Mooresville, NC 28117 Subject Property: The Parks At Meadowview, LLC Ut to Dry Creek & Brooks Creek [030604, 16-36, WSIV, B, NSW] REQUEST FOR MORE INFORMATION Dear Mr. Harrington: On April 24, 2006, the Division of Water Quality (DWQ) received your application dated April 11, 2006, to impact 301 linear feet of perennial stream (250 linear feet permanent impacts, 51 linear feet temporary impacts) to construct the proposed residential subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Please provide documentation from the NCEEP indicating their willingness to accept your request to purchase stream mitigation credit to mitigate for the proposed perennial stream impacts listed in your PCN application per section VIII, No. 1. 2. Please provide a location map for the project. 3. Please provide full plan sheets for the Overall Impact Map. Please contact the DWQ within three weeks of the date of this letter to verify that you have received this letter and that you remain interested in continuing to pursue permitting of your project and will be providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. None Carolina ?tura!!rf 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone (919) 733-1786 / Fax (919) 733-6893 Internet: http://www.ncwaterquality.org An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper The Parks At Meadowview, LLC Page 2 of 2 April 24, 2006 This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733- 1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, Cyndi Karoly, Supervisor 401 Oversight/Express Review Permitting Unit CBK/ijm cc: Eric Kulz, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Sean Clark, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614 Filename: 060616TheParksAtMeadowview(Chatham)On_Hold Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com April 11, 2006 S&EC Project # 8682.W3 To: ? US army Corps of Engineers t NCDENR-DWQ Attn: Mr. Todd Tugwell Attn: Ms. Cyndi Karoly 6508 Falls of the Neuse Rd. 2321 Crabtree Blvd. Suite 120 Parkview Building Raleigh, NC 27615 From: Sean Clark Soil & Environmental Consultants, P.A. 11010 Raven Ridge Road Raleigh, NC 27614 Re: The Parks at Meadowview Chatham CO, NC On behalf of the owner, The Parks at Meadowview LLC., please find attached a complete application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) that the activities proposed below may proceed under Nationwide Permit 12 & 39 and General Water Quality Certification 3374 & 3402. Please contact me at (919) 846-5900 if you have any questions or require additional information. In addition, please consider this application our request for a no practical alternatives determination. PROJECT SUMMARY Project Name The Parks at Meadowview Project Type Residential Subdivision Owner/ Applicant The Parks at Meadowview, LLC Count Chatham Nearest Town Pittsboro Water Body Name UTs to Brooks and D Creek Basin / Sub-basin Cape Fear 03-03-002-HAW Index Number 16-36 Class WS-IV,B;NSW IMPACT SUMMARY Stream Impact (acres): .034 ac Wetland Impact acres : 0.0 ac Open Water Impact (acres): 0.0 ac Total Impact to Waters of the U.S. (acres) 0.034 ac Total Stream Impact (linear feet): 301' Total Impact to Buffers NA Attachments: • Pre-construction Notification (PCN) Application Form • Agent Authorization • USGS Map • Soil Survey Map • Wetland Data Forms • Impact Maps • 401 Processing FeeCheck D APR I 1 2006 p?S AND STEOfiAiWATET WEn BRWM Charlotte Office: 236 LePhillip Court, Suite C Concord, NC 28025 Phone: (704) 720-9405 Fax: (704) 720-9406 Greensboro Office: 3817-E Lawndale Drive Greensboro, NC 27455 Phone: (336) 540-8234 Fax: (336) 540-8235 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing ,ti,' P! F r;+- ? 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 ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: The aRVEMM-2 I APR 1 1 2006 Mailing Address: Attn: Allen Harrington y turosntaosro ? SlH 2214 Brawley School Road Mooresville NC 28117 Telephone Number: (704)295-1106 Fax Number: (704)660-1185 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean Clark Company Affiliation: Soil & Environmental Consultants. PA Mailing Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address: SClark@SandEC.com Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: The Parks at Meadowview 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 9734-23-9527.000,9733-37-5526.000,9733-75- 0481.000 4. Location County: Chatham Nearest Town: Pittsboro Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): The site is located north of Pittsboro at a point +/-4,000 feet southeast of the junction of Drv Creek and NC Hi hway 87 The site is situated between NC Highway 87 and Chatham County Rd 1520. Please refer and the Chatham County Soil Survey maps, respectively. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 035°46'56.34"N, 079°14'22.30"W : 035°46'50.13"N, 079014'1 1.05"W 6. Property size (acres): +/- 793.1 7. Name of nearest receiving body of water: UT's to Dry Creek and Brooks Creek 8: River Basin: Cape Fear (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/mgps/.) Page 2 of 9 Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is currently undeveloped and was previously owned by International Paper. The Property was clear cut +/- 10 years ago. The site to the immediate north is currently being developed as a single-family residential golf course community. Other adjacent parcels are forested, in agriculture, or are single-family homes. Describe the overall project in detail, including the type of equipment to be used: The proposed project will be a single-family residential subdivision with the typical roads and utilities The proposed impacts are due to roads and utilities connecting the various phases of the project to Highway 87, Old Graham Road and the rest of the project. The future lot layout and road corridors have been finalized and all efforts were made to minimize and avoid any unnecessary impacts. Voluntary riparian buffers as well as county buffers were set in the site plan in order to further protect the integrity of the streams. Bridges or open bottomed culverts were designed in order to keep the cumulative impacts within the Nationwide Permit 39 thresholds and further minimize and avoid impacts. Heavy equipment typical to this kind of work is to be used 9. Explain the purpose of the proposed work: The purpose of the project is to construct The Meadowview Subdivision and provide additional housing to meet the demand for the area. 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. Permits have been issued on this property (previously known as Brooks Creek Subdivision) to connect the northern Chapel Ridge Pro ep_rty to NC Highway 87 as per Chatham Count requirements S&EC completed a detailed wetland delineation in October of 2004 to provide the base information required for planning the residential subdivision. In October of 2004 a site meeting was held with Mr. Todd Tugwell of the USACE to make "importance" calls on the two stream features with proposed impacts due to the previously mentioned road installation. A site meeting was then held with Mr. Eric Kulz of the NCDWO on February 22, 2005 to make perennial/intermittent determinations on the same two stream features. As a result of these meetings the road was realigned so as to cross at a point upstream of the perennial/important point A site meeting i_s being held with Mr. Kulz on March 3, 2005 to complete the perennial calls on the rest of the prosy. His findings are summarized in IPRRO #05-007. The remaining survey of the wetland boundaries is being completed and will be submitted for USACE approval under separate cover. Page 3 of 9 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 future permits are known to be required at this time. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: : Impacts to intermittent/perennial channels will result from the proposed installation of roads and required utilities. The impacts are quantified and expounded on below 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Floodplain Nearest Stream Impact (acres) (indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet) NA NA NA NA NA NA Total Wetland Impact (acres) NA 3. List the total acreage (estimated) of all existing wetlands on the property: +/ 15 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Page 4 of 9 Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or . Intermittent Average Stream Width Before Impact Impact Length linear feet Area of Impact acres Road Crossing #1 UT to Brooks Creek Culvert / Rip-Rap Perennial 4.42 120' .012 Road Crossing #1 UT to Brooks Creek Utility Perennial 4.42 31' .003 Road Crossing #2 UT to Brooks Creek Culvert / Rip-Rap Perennial 5.88 130' .017 Road Crossing #2 UT to Brooks Creek Utility Perennial 6.05 20' .002 Total Stream Impact (by length and acreage) 301 * .034 * Of the 301 LF only 250 LF is permanent 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres 0 0 0 0 0 Total Open Water Impact (acres) 0 6. List the cumulative impact to all Waters of the U.S. resulting from the vroiect: Stream Impact (acres): .034 Wetland Impact (acres : 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. acres .034 Total Stream Impact linear feet : 301 7. Isolated Waters Do any isolated waters exist on the property? X Yes ? No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. No impacts are proposed to isolated waters. 8. 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.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA Page 5 of 9 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 have been avoided and minimized to the maximum extent practicable. Road crossings have been planned at perpendicular angles to stream flow. Streams are not crossed multiple times by roads. Out of four proposed road crossings, two propose the use of bridges. Pedestrian trials also use bridges when crossing streams. Temporary Impacts resulting from utility line installations were planned for locations where wetlands did not exist to further avoid additional impacts eg=pedestrian crossings 1.2.and 3). VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. 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 ht V://h2o.enr.state.nc.us/ncwetlands/strmgide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a Page 6 of 9 description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Because there are no impacts to wetlands no wetland mitigation is proposed. Impacts to perennial streams typically do require mitigation therefore stream mitigation for the 250 linear feet is proposed. If mitigation is required we propose that payment be made to the NCEEP 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 250 Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 0 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No X 2. 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 X 3. 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 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. Page 7 of 9 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X 2. If "yes", 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 NA 3 (2 for Catawba) NA 2 NA 1.5 NA Total NA NA * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. XI. MI. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B.0242 or.0244, or.0260. This site is within the Cane Fear River Basin, which does not have NC-DWO regulated riparian buffers Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. 1.) Homesites 6,000,000 s. f. 2.) Roadways 1,777,248 s. f. 3.) Water Booster Station 4,000 s.f 4.) Amenities 161,172 s.f. 5.) Sidewalks and Trials 275,000 s.f. Total Impervious 8,217,420 s.f. = 23.8% Total Acreage of Site 34,547,436 s.f Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The project will tie into an existing treatment facility in the area. Page 8 of 9 XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetland Programs" document prepared by the NC Division of Water Quality on October 3. 2002, version 1.6. The draft states that most residential subdivisions are unlikely to cause cumulative impacts. The Parks at Meadowview does not meet any of the three criteria of private projects that can clearly result in cumulative impacts. We anticipate that you will advise us if a qualitative or quantitative impact analysis is required. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 Name: Environmental Consultants, PA Road • Raleigh, North Carolina 27614 • Phone: (919) 846.5900 • Fax: (919) 846.9467 Address: G10 Gi2G5C t i2 (=SCz??tl.GS LyG 2 Zc q 6eAiwL,01 5Ct-1 C;r-L /I b M 00A&sVi ay' /V(-- -7q113 Phone: -7 dq-?C1J -1l'U(v o,2 ?d[(- - V100 - U AM Project Name/Description: -lG PtIU65 AT /u0l bD W VIG-W Date: to& The Department of the Army U.S. Army Corps of Engineers, Wilmington District P.O. Box 1890 Wilmington, NC 28402 Attn: Field Office: 1?c, e , c, Re: Wetlands Related Consulting and Permitting To Whom It May Concern: S&EC Project # 8692-w3 I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants, PA to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc. from this day forward. The 2 2-t' day of kI«- This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the site.. 2 ? Print Property Owner's or Municipal Official's Name cc: Ms. Cyndi Karoly NCDENR - DWQ 2321 Crabtree Boulevard Raleigh, NC 27604 or Municipal Official's Signature cc: Mr. Sean Clark Soil & Environmental Consultants, PA Charlotte Office: Greensboro Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704) 720-9405 Phone: (336) 540-8234 Fax: (704) 720-9406 Fax: (336) 540-8235 AGENT AUTHORIZATION FORM - } ems. ? ^\?r --. b 507 \.• I ? % r`\ `??.`-\ ? N8 .- f'` " 1 ,? ?\ /? ?'rl? ? / / r ? \i. ?i it ? ? i ? I s1 /( . , ? 1 /,' '? --?1 .? ?/,? ?-• ?'\\(_` ? r ?' ? ' ?? ? fig `` - /.'_' ??l - _?1 l ?? II i?? PQ.I• '?..?µ?,\\ ?^??? Jh°?v` rh ?' (i=?,4\?r r. I Fri I , ,?\ t ? ??? ? ^- ? 1 `- ? •3), ? ?? ? / ? ? , ? , ,, ,\ r? ?' i ???' . l \ ? ? ? (/ • ^ ?? ?- ?,I! ? ('"?-? '7i7%?ll w ,'? f 1, ` 1_ r r - ` ??.. _^ ?? J? i. •rZ/-?/ice ?rl \.t ]??` r !'?` \,\?7??- -; G Ii '`? J1 "\ \' 162- 1, f 7 ?I ? \v/i ` j \ < \ k Irl ` r ?- ?N 1 , ,? ,i^, ? ? -rte A+lieSP! ff`^ ?..,.?I ?t i-Ir492? -2 X w-mmin Project No. Figure I - I :24K USGS 8682.W3 Topographic Quadrangle Project M9r.: The Parks at Meadowvlew Soil & Environmental Consultants, PA 1 n Ridge Rd-- Raleigh, NC 27614 sc Chatham Count NC Scale: y' 1 46-5900 • (919) 846-9467 I " = 2,000' age: www.SandEC.com Bynum and Silk Hope 4/11 /06 Quadrangle LAWLIS AM STow'r;'7?W; r<Aw } - zb c a, 1 4 1 t ef.rtq '• ? d i - `tY? `1^dp F..?. _ q t` ,r?- ' , ,;. :li- 1 ^i4.. Y' 1 C. r -? ) ,' A 3 ? III 1 'mot > S ?/^ ' - 1 I ?'. J 1 l !?W-; 1 I l ?1{l..l fC ' i < t N'T{ a '3 p i f ? lh o,1 ?a e v t . I "? 1 s9 ?? ,' r L u1s t r ? 1I i _ bf``4 \ Iv , 1 z o cwn d>.nipy `,d 4 - } ail 1 ? ~ ) 4 r "/ I ` o f yr . Y {' y' Project No. FI ure I - I :46K USGS 8682.W3 9 Topographic Quadrangle Project Mgr.: VIGICIIty Map SC Soil& Environmental Consultants, PA The Parks at Meadowvlew 11010 Raven Ridge Rd.- Raleigh, NC 27614 (919) 846-5900 - (919) 846-9467 Scale: Chatham County, NC Web Page: www.SandEC.com I " = 4,000' , rr-a LrR Bynum, Silk (lope, Siler City NE, L 1?? 4/ 1 1 /06 and 1'ittsboro Quadrangle t7 r, 1U? DENR - W, WETIANDS,Wp sTWW41R 844N M 1t7 S.Z l?pi _ r ,..F Sc - ??IDJ .3.Sf" \ ?.. "So LYJ l_ `? ..? _ p8 \v n d i 130E Sa6 ? ! B Z?' . ?h r: '?A ?7 30? 5$ a i 73pty ^ 18 7 N t3a ??E 77 i r: 't3D0 20?g .?G J'*30? z3eus ?a !30 ?b YI `? :1?J -c = r t t'i 9 > -? W? i4 50B 137 i ! a3 1,6b 10,x- rp 1300 I 2SB Z3 a f? i ':z i _ ?2D .O p B ?:eL '?,i?A ?s 6 , d t?s? 2 zD.. sA? Y ?!"- > ?A„"\ ? - 1:?D } 23AE ? t G ? t " c,? ?-• Yyr.?7y? :? vQ ?„_ ?C ? ? •.? 1 3.3,,7. `3282' ?3oB ?szc 3x .* M- su o € 23 e c'? r i 30 130 i3? i. S ??-lr?nC 1 vt xasE ?3?? 3=-? ,a s '' 1 t:1? . All ?. ?r S? I `r t 3.E?;i. ' ?SB ?f - szs ?'rr - ?'^'?;-?- Z3s;; ro- __?0 5258;- •+J ?i .. ?? +{ ? 1 ? ?? ?#? ? r . -? ` ? r ???? ?4 t ! ?. 4? 1 ?', rj ?' '1"?y an ?Y•'rw? w ? '° ?? d?i`?„3?'') :`f 5c?'8 ?:?? ? ?F' ?sz58 .?, P v 'cs !?^ . noy?? F.?, - `'Rr,• ? >??:_ J '`; Z t r, r . 'SSE' tti ?1S' i3tE "° tL ?1 .. ? .f -rr h L? ?_ ?br {k 5! 13p <381 as_:P ?w r-z r -1 `s ..r.} t?Sf ] 308 ?'Y-^"-*-r-./ --?? .sti`5" '? S ,4? '? -? , •t' Project No. Figure 2 - NRCS Soil 8682.W3 Survey Map . Project Mgr.: • 5C The Parks at Meadowview 'ronmental Consultants, PA Chatham Count NC 1 en Ridge Rd.- Raleigh, NC 27614 y? Zp06 ) 846-5900 (919) 846-9467 Scale: Web Page: www.SandEC.com 1 ° = 2,000' Tprc?R ?? 04/1 1 /06 Chatham County Soil 5urvey ?^'?tftWC8. Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: The Parks at MeadowView S&EC # 8682.W3 Date: 10/19/2004 Applicant/Owner: The Parks at MeadowView LLC County: Chatham Investigator: Chris Flowers & Mark Allen State: NC Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: Is the area a potential Problem Area? Yes X No Plot ID: Inside flap 614 If needed, explain on reverse. VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Saururus cernuus OBL 9. 2. Juncus effuses FACW+ 10. 3. Quercus alba FACU 11. . Cornus amomum FACW+ 12. 5. Ulmus alata FACU+ 13. 6. Acer rubrum FAC 14. 7. Osmunda regalis OBL 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-): 71% Remarks: HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake or Tide Gauge Aerial Photographs _ Other X No Recorded Data Available Wetland Hydrology Indicators: Primary Indicators: x Inundated x Saturated in Upper 12 Inches _ Sediment Deposits Drainage Patterns in Wetlands Field Observations: _ Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 Inches Depth of Surface Water: 3" (in.) Water-Stained Leaves _ Local Soil Survey Data Depth to Free Water in Pit: - (in.) FAC-Neutral Test _ Other (Explain in Remarks) Depth to Saturated Soil: 0 (in.) Remarks: Wetland Hydrology Present Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 Project/Site: The Parks at MeadowView S&EC # 8682.W3 Plot ID: Inside flag 614 SOILS Map Unit Name Cid Drainage Class: Somewhat Poorly Drained (Series and Phase): Cid silt loam 6-10% slopes Field Observations Taxonomy (Subgroup): thermic Aquic Hapludults Confirm Mapped Type? _ Yes No Profile Description: Depth Matrix Color Mottle Color Mottle Texture, Concretions, inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc. 0-12 A 10YR 5/1 10YR 5/6 Silty clay loam 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 X Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: Hydric Soils Present IL WETLANDS DETERMINATION Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland? Wetland Hydrology Present? X Yes _ No X Yes No Hydric Soils Present? X Yes _ No Remarks: IL Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: The Parks at MeadowView S&EC # 8682.W3 Date: 10/19/2004 Applicant/Owner: The Parks at MeadowView LLC County: Chatham Investigator: Jason Payne State: NC Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: Is the area a potential Problem Area? Yes X No Plot ID: 10' NE of flag 916 If needed, explain on reverse. VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Eulalia viminea Herb FAC+ 9. Toxicodendron radicans Vine FAC 2. Lonicera japonica Vine FAC- 10. Liquidambar styraciflua Tree FAC+ 3. Salix nigra Tree OBL 11. 4. Acer rubrum Tree FAC 12. 5. Juncus effusus. Herb FACW+ 13. 6. Diospyros virginiana Tree FAC 14. 7. Fraxinus pennsylvanica Tree FACW 15. 8. Ulmus alata Sapling FACU+ 16. Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-): 80% Remarks: Wetland Vegetation Present HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake or Tide Gauge _ Aerial Photographs _ Other X No Recorded Data Available Wetland Hydrology Indicators: Primary Indicators: _ Inundated X Saturated in Upper 12 Inches _ Sediment Deposits X Drainage Patterns in Wetlands Field Observations: Secondary Indicators (2 or more required): _ Oxidized Root Channels in Upper 12 Inches Depth of Surface Water. 2" (in.) _ Water-Stained Leaves _ Local Soil Survey Data Depth to Free Water in Pit: - (in.) _ FAC-Neutral Test _ Other (Explain in Remarks) Depth to Saturated Soil: 0" (in.) Remarks: Wetland Hydrology Present Wetland Delineation Performed By: Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, North Carolina 27614 (919) 846-5900 Project/Site: The Parks at MeadowView S&EC # 8682.W3 Plot ID: 10' NE of flag 916 SOILS Map Unit Name: 525 B Drainage Class: Somewhat poorly (Series and Phase): Cid-Lignum Complex 2-6% slopes Field Observations Taxonomy (Subgroup): thermic Aquic Hap ludults Confirm Mapped Type? _ Yes No Profile Description: Depth Matrix Color Mottle Color Mottle Texture, Concretions, inches Horizon _(Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc. 0-12 A 2.5YR 5/4 7.5YR 5/6 Common Distinct Silty 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: Hydric Soils Absent WETLANDS DETERMINATION Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland? Wetland Hydrology Present? X Yes No Yes X No Hydric Soils Present? Yes X No Remarks: IL AS F P„Jr SL*e j 2:<I- 71 j Ij - I, jl I? 7V EXISTING ROAD CROSSING PERMITTED BY CHAPEL RIDGE IMPACT TOTALS PERMAN ENT IMPACTS TOTAL RIP-RAP S.F. 499 L.F. 108 STREAM TOTAL ROAD FILL S.F. 796 L.F. 142 STREAM COMBINED TOTAL S.F. 1,295 L.F. 250 STREAM TEMPOR ARY IMPACTS TOTAL UTILITY S.F. 1 1,249 L. F. 1239 STREAM .f z NOTE: EXISTING LOGGING TEMP. UTILITY ROAD CROSSING IMPACT/ PEDESTRIAN BUFFERS PER CHATHAM COUNTY CROSSING #3 WATERSHED PROTECTION ORDINANCE ® VOLUNTEER BUFFERS PER PLANNED UNIT 1000' 0 10001 2000' SCALE: 1"= 1000' (Horiz.) * NOTE: SEE PEDESTRIAN BRIDGE SECTION <Sa n I- ?i ii I i1 -! 11 -- 11 --- .j 1 - son s em?ro?m??a1 coo,olt,?r? 1 1010 Raven Ridge Road I I R 1-3h• NC 27614 Ph ne (91 9) 846-5900 It MAXIMUM POTENTIAL I I 41UPERVIOUS CALCULATION II Ynpervl"us '- EXI ING LOGGING ROA CROSSING &65fNG-#2t TEMP. UTILITY IMPACTS DESTRIAN BRIDGE C a NOIMPACT ROAD CROSSING #11 r-PEDE ,ice. iarneertes 6 OGO E00 f I.. - ...- ewaay, .. 177720 i[ Nate BantertUTP SY 1000 e[ - - Imerk7 161177 1 [--} - W AREA ... m7Y11 icR1 - ?? CEMTAGE 23A,%? jaooN RD '??L1VL5 ? 11 i I ?oA m?.. APR X Z 2006 ii C)DN r-o I j''z DENR • WAS OUA! ITY I Io'N?OSiO tl{,yATER ERg1,?H 0 PEDESTRIAN NO IMOACTjj BRIDGE CROSSING o NOIMPACT ROA¢ CROSSING #21 .;' EVIA UTILITY IMPACT ??•'BRIDGE CROSSING #11 TEMP. UTILTY IMPACT 11 1 I ~, TEMP. UTILITY IMPACT/ PEDE CROSSING 94 u VZ rl Z L ?m N n .) W VL O ZII-IQrm Q ? Wz?? QZQo? ? r lr KJ V Jzam y LZ W ;? O am Z?Z _j 00 e ® pp?e a a2 ® 0 an 2 a ® 7 ® ;W Q pQ !? '1i?ai ® VI I Y5< `? NORTH ' EXISTING LOGGING ROAD CROSSING ?i TEMP. UTILITY CHAPEL RI ' . IMPACT/ PEDESTRIAN +,•` FCROSSING #1 PUD TEMP. UTILITY ?• IMPACT/ PEDESTRIAN CROSSING #2 PEDESTRIAN BRIDGE CROSSING PEDESTRIAN NOIMPACT a ?BRIDGE CROSSING ?V ,Ijl? ?-s3 tutwr.r { { PROPOSED 12 WATER MAIM PROPOSED 60 FT ROW PERM. RIP-RAP IMPACT 229 S.F. 58 L.F. { CLASS "1"I 24" THICK I { TEMPORARY { VEHICULAR I WOOD BRPGE \IA IIIIf#!+T I? EXISTING TOP OF BANK (TYP.) EXISTING t WETLAND / \ r ?Aj P OPOSED 6" \ /ORCE MAIN 1 -PROPOSED 6" ^ _ _ \ FQRCE MAIN / x i EXISTING STREAM- JAI/ I! / ` PROPOSED CONCRETE ,,HEADWALL (TYP) / /4ILL I IMPACT= ROTA. S.F. / I 162 L.F ,P OPOS t' I /WATER MAIN / / QYP 4 RCP / TEMP. UTILITY PROPO ED / IMPACT 137 S.F. 2d' UTI ITYI 31 L.F. EAS?MENf (TY? / _J ? r 40' 0 40' 80' SCALE: I "=40' (Horiz.) IMPACT TOTALS PERMANENT IMPACTS RIP-RAP S.F. 225 L.F. 58 STREAM ROAD FILL S.F. 305 L.F. 62 STREAM TEMPORARY IMPACTS UTILITY S.F. 137 L.F. 31. STREAM t!1lNAIITv TION Sal t Cmnronmencal Coroultants I 10 1 O Raven Ridge Road. Balogh, NC 27614 Phone (91 9) 546.5900 'OSED PROPOSED ROW ROPOSED @ADWA RADE j PROPOSED COI HEADWALL (TY JCR P) STIN D ITCH GRADE 54" RCP 0 INV IN 76-.6 INV OUT I;?iv8 4 WA 63 0 Lt- _ CLASS "1" RIPRAP PAD 6"FORCE AI MAIN 12" WATER AI NOTE: PR OPOSED CULVERT PIPE BOTTOM T'1.0 LOW EXI G DITCH 10+00 11+00 ROADWAY CROSS SECTION HORIZONTAL SCALE 1"=40' VERTICAL SCALE 1"=4' .TE qoe@ D 12006 ryR a DER Eu CH u z C L n? Iuj , n O V In Z W Qrm O Wz Z?Z:j Q°? r: J 6 z"R2 L p r? Z " _j Q?z - j 60 F. o ® ? ® Q II Qe>t b NORTH 1.11 490 PRO] ROW 485 480 475 470 DATUM ELEV 465.00 II (I \? ? I? EXISTING t i l l I STREAM1 TEMP. UTILITY I / EXISTING To 0 IMPACT= S.F. OF BANK (TYP.) \ I PROPOS€D 1 PROPOSED 12" 20' UTILITY 'WATER MAIN ' Iq EASEMENT OP. PROPOSED -,,CONCRETE PERM. AD FILL HEAD WALL IMPAC'k'( -491 S.F. BO L.F. ? FI \t' t i I I I OSED 6" ? \\ PERM. IP2AP \ MAIM IMPACT= 274,, 50 L.F.\ 1 (2) 42" hCP APRON PIPES ` CLASS "1\ t , ' \ \ \ "THICK 1 1 STEM ORARY G akoo \ 1 y HI ULAR 0 BRIDGE \"o IMP?CT 1C? EXISTING \ 1 1 1 11 WETLANDS % \ \ \ \ 1 \ J I 101 1 r \X ? I I I I I ? I I ? I i I I I I I 1 40' 0 40' 80' SCALE: I "=40' (Honz.) PROPOSED 0 PROPOSED PROPOSED ( OPOSED CONCR T E RUAUWA (;RAnF ED-WALIz- P) AniF 48" RCP Nw 440.64 INV OUT EXISTING RAD POSED 62 SEWER MAIN 440.26 501 RI LF RAP PAD ROPOSEO-* WATER MAIN NOTE I Or- GRAD PROPOSED CULVE Tr E RT PIPE BOTTOM STING-DITCH ° c. I- I- - 0 O ? 0 0 0 0 10+00 11+00 12+00 IMPACTTOTALS PE RMANENT IMPACTS RIP-RAP S.F. 274 L.F. 50. STREAM ROAD FILL S.F. 491 L.F. 80 STREAM TEMPORARY IMPACTS UTILITY S.F. 121 L.F. 20 STREAM 455 450 445 440 435 DATUM ELEV 430.00 O N ROADWAY CROSS SECTION HORIZONTAL SCALE 1 =40 VERTICAL SCALE 1 11=4' Sod < CnNronmcntal Conyultant? 0 z- Lu n 11010 R- Ridge Rvsd Ralcgh, NC 27614 Phone (91 9) 846.5900 Z LC Ill j Q r Z?u`lr 0 W Z?m Qo ? QZ $-4 `.J _j LZp 0 _j Q?o? ?u U ?(r-Zk Ig L?IJ D e APR X 2006 'k'S13/,':'Dtf a?11?i1Er?C U;;Cry ? . ? ? II aa? b VICINITY LocnnoN 1 o SCI ?; ?? s NORTH /tXISS'TIING ' Sod I 1 IO 10, R. cntai R JR tang _ WETLANDS /? / ?? \ 1 { 1 l ven fLdge Road 1 ` Ral h, NC 2764 / Il Phone (919)846-5900 / / ` ?? \ 1 I I VICINITY TEMP. UTILITY -- IMPACT= 121 S.F. ' 20 L.F. - _ ` - - - PROPOSED y / \ 1 \ 1 4 -? CONCRETE CORE `SLAB BRIDGE \ \? \ PROPOSED P,RCrP'OSED 12" CROSSINGS - 60' ROW- WATER MAIN_ \ \ \ \ ?\ ° \ 1 \ ?OROPOSED 20 UTILITY ------ _ \ \ / ` \EASEME T? TYP1 - . ..... \0\0 0 PROPOSED 6' TEMPORARY \ \ \ \ D ?k??? ORCE MAIN 1 ` l ` \ VEHICULAR \ \ \ \ D I , WOOD BRIDGE \ TEh1P. UTI ITY \ ?NO'IMPACT ` \ \ APR X 2006 PROPOS D \ \ ImPAc \ \ \ \ \ ?EASEME P. ' I 3 L.P T=1 ; S.F. \ \ ?, , \\ \ \ \ \ t? '0 h' A Ta Q TALffy !CH \? \ \ \ \ EXISTING TOP 1 1 \ \ \ \ \ PROPOSED 8" OF BANK (TYP.) ,\ \ \ \ \ \ IRRIG \ION LIN? \ 1 1 EXISTING STREAM 1 1, ` \ 40' 0 40' 80' . . Js I SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F. 6 L.F. 53 STREAM U?Z Z _ L N01 z tco Lu u 4 _ n Z2WQrm O ? Z W z am Q a? QZ o rr V -I- A z „g LZO n _ - Z?z s s 2 p C? ? ? II I?pp F? dl NORTH EXISTING TOP OF BANK (TYP.) \ 1 \ EXISTII JC,121CULVERTf_ , /EXISTING DIRT DOW TEMP. UTIL?TY IMPACT= 87?.F. 22 L.F. } i / r? / TEMP. UTILITY IMPACT=100 S.F. st9 24 L.F. I PROPOSED 1 50' ROW 1 ? I i i 1 CON l HEX I I I 1 t )OS'PD CRETE D WAL P) r ?yt29- 1v j 6k r r I t ?t A PROI / P QpOSED F?RCE MAIN WITH CAPPED END\ %ROPOSED 12" WATER MAIN WITH SED CAPPED END\ 1 / / Y SLAB ??ET FORE CRbSSING"" co \ \ PROPOSED 20\UTILITY EASEMi NT(TYP.) 40' 0 40' 80' SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.187 L.F. 46 STREAM 1 5-14 r----tal C -lt-te 1101 0 fl-c Ridge Rwd Rnldgh. NC 27614 Phone (9 19) 6-46-5900 VICINITY o ??ad? D VZV u ? W Z - Z 2 ?, -0? Wu4 ZuIQrn 0 z a? ZZji ?5z LZp G4 J K m Z ?U°u ® !?J F. sd v p? ®W CC j C) Q W W rc m NORTH I &ISTIN WETLAf I DS 1 ` 6-0- EC u r^ t //??? Soil ! Cnvironmental Consultanb R O Ra.-cn fLdgc Road 10,R NC 27614 ^ V Fz- n U v Z W h Z PROPOSEDCONC ETE BRIDGE , D?A Phone (919) 846-5900 L(I?`??7 AP O ... I'?' W wo W < 0 W z as ENDBENT 1 CORE SLAB BRID E BACK FIL ] 1006 2 CROSSING L I, fN? _j z ?R 0 RIDGE- L ENDBENT BACK FILL r W I i Z > lzn > I I I ? h, 0 Q ' I I 1 I ? J 1 n ( ( 1 I VICINITY f I 1 I ® W PROPO R ED LOCATION EXISTING OAD GRADE Y i 13 17 A C) GRADE 0 a PROPOSED 1 " WATER MAIN PROPOSED 6" RGE-MAI ® 6b ?' u 6 S ® Q TREAM BANK ei4?s TO BANK Q ? !!I 40' 0 40' 80' 5C LE: I "=40' (Horiz ) SC LE: I "=4' (Vertica ) N 00 N - N ?- - O f? rn O O am O 6 In N (o O (o p r- v r d ' d' r- 63 00 64 00 ( 65 -00 66- 00 67 00 NORTH I 1 (?{ 11 ? I ? II 1 1 1 I 1 1 1 1 1?/ ? l ! `? 1 1 1 I1 11 \ I 1 I. 11 S I? A I 1 1 1 1? I I I I I__ I ' i `? I I 1 PROpE??? I?` 1 ` ( , I 11 I I 1 ?1 1 / PEDEST IAN 1 { I ` ' BRIDGE ROSSINGI \ 1 ISEEDETAILSHEETI I I 11 1 / i II ? \ ? 1? 1 1 ? JI 1 ? 1 1 I 1 ? 1? ?? I ? ?{ 1' 11 IEXISTIN 1 1 I ' ? ' ' ? ' ? 1 I ( I I l 1 W.ETLA DS (TYP.) l1 ?PROPq SED8" I I I 1 IRRIGATIO 1-14 1 ?? \ V I TEMP. UT LITY 1 ?I I 1 I I I i' \ IMPACT= ?09 S.F. 1 1 21 L.F. I I 11 1 1 1 PROPL I Q20' UTISTY , // III I II ? I 1 ? // III EXISTING EASEMTT (TYP.) ? (IYP.) I I I I I 1 // ? II J I I I I I /// ?' / I II 11 I I / ? ? i 1 I I/// ?{ I I it I I ///---N 11 1 i II i I 40' 0 40' 80' SCALE: I "=40' (Horiz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.109 L.F. 21 STREAM 5-1 < Environmental C.-It-t,I 1 1010 P- R+dge Road Raleigh, NC 27614 Phone (919) 946-5900 u1R@[gflp§[Ry APR 12006 , s1,?;o rah ° IER cH a9vow[ROD APR 1 1 2006 OENR • WATER QUALiTY zwol l:!q gTVMNATER @iw<CH U?Z_ Z W Z " -? Z R Wc rm O W Z u m' Qo? QZ aZ " G to J??9 Z>z> e e? s G u) 0n 0 son on a U) U) w 3 H C ®rlk NORTH VICINITY 500 u ''^^ rrnn ., V v Z_ Z Z ii Nm W -W s PROPOSE.D CONCRETE ZWQrm W z am S-? Z Z Q C? Za? LZO Z?z 490 f -i-I'll'I'll, QUo_ EXISTING m STREAM BANK ® ?. JROP OSED 12" SEWER MAIN 480 IL I?ie ? ? 4m ? ? 444 10+00 11+00 12+00 13+00 14+00 15+00 40' 0 40' 80' 5CALE: I "=40' (Horiz.) Rim? P 0M? D VICINITY SCALE: 1 "=4' ertical N ) LOCATION APR 1 1 2006 DENR • WATER QUALITY V01.R DSAf ?l STWtHATER BRANC H I NORTH B RIDGE E NDBENT So, l < En ?onmcntal Coro u ltants B ACK FI I IO I O Ravcn fLdgc R oad Raleigh, N C 27 6 14 Phone (91 9) 04 6- 5 900 RE-St A RiDG OS SING 6 IDGE E DBENT B CK FILL GRA E PROPOSED ROADWAY GRADE TO ANK PR POSED 6" F.&h1Al N L0 O N r- c0 - O d- ? ? d- to c0 am ?t O 0) ? 00 ? 00 c 0 CO 1-: ? 00 00 0) 0) " E cc 1. r r ? / ? PROPO$ED 20- UTILITY EASEME T (fYP.) f IN, l ?\ ,I t \ EXISTING WETLANDS (TYP.) PEDESTRIAN BRIDGE CROSSING SEE E D DETAIL SHEET J \ \ PROP03ED'8" \ IRRIGATION LINE / T P,,P. UTILITY < \ \ I1 PACT= 95 SIF--" / 25 L.F. / EXISTING TOP / / ? \ \ \ OF BANK (TYP.) 1 I I \? r l 1 r I ? ?? I I I ? I I 1 I I I I 40' 0 . 40' 80' SCALE: I "=40' (Horiz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY PL.F.1 .F.95 25 STREAM 50" 4 F.--t.1 C-lt-t? I 10 1O Ra- Ridge Road Raleigh, NC 27614 Phone (919) 846-5900 VICINITY D APR 1 1 2006 11 r DENR j VATER QUALITY "'34'?o ST01-1 t-iVER ERA,?CH Z C n ^ Z ZWQr O ZWZaa Q o ? z _j ?Z s Z>z ? j uu e o v y,? G 0 ? ?0 y ® II CC ? 3 p' V U) U) W Q, NORTH 1 1 1\ 1 ?v ? I ?\ \ 1 ? 1 ? I 1 1 1 1\ III\` \? I ? ?\ I i i. I I I I 1 1 1 1 1 i t I IXISTINO 1 1 1 I I I I 1 1 1 1 1 11 l WETLANDS Op.) I I \ 1 1 1 1 1 1? \ i 1 ? I I ? ? I \ 1 1 1 1 1 1 \\ \ ? 1 1 1 1 1 \ 1 \\ `' ? \ \\ \ \\ \ \, 11 1 X 1 1 1 1 1 1 \\\ \\ \\ \\ \\ 1 1 \ 1\ 1 1 1 11 1 1 11 \ ? \ \ \ \\ \ \ ?`\ ` 11 1 ` 1 \ \ 11 \ \ tf ? \ \ \ \ \ PROPOSED 8"'\ 1 \ 1 \ \ 11 \ BRIDGE CR NSS?NG \ \ IRRIGATIQN LINE\ \ ` \ SEE D 5 a, \ ?\ \ ` 5od R CnvvonmenUl C.-lt-t" 1 1010 P--n FOdge Road ft?1"h. NC 27614 Phone (919) 846-5900 VIr.INITY `` 1 f ? I 11 1, \ ly ETAIL C ?\ \ - ?\ ? ? -' ? \ . ?\ I1 { PROPOS D 1 20" UTILI? \ \ \ EASEMEN*(TYP.) lqb EXISTII' OF P. \ \? \ \ \ \ \ D ???? l/ 15 D I t 17 1 ,, \) I \ D ?Efp.'UTwTY \\ \ _ I I I` `\ \ APR 1 l 2006 I ; IMPACT=152S.F. \ \\ I t \ \ \ DENR•WAT` 23L,F. \li'z1UdUShriOSTA'cyti,RQUALITY /? // ? 1 ' \\ \` \ I \ \ \ ,YATERBRAi'ICH 40' 0 40' 80' SCALE: I "=40' (Horiz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.152 L.F. 23 STREAM 11 Z CW ?..f..? L L r?i m -?wS9 z ui z am O Q W ? ZQom \J Z"m Lz W R O? L ?m Q>z§$ -j ODU s e G ® YO OII 0 ? 1d u a w CC C4 H v W NORTH I I I 1 I? ///J I I I \1 I 1 ? > I i I I \\? J f( ?? I I I i I I I ? \ ?\ J III I I I I I I ? I i II \\\J II _ I I I I. ff I I I \\\/? EXISTING TOP I I / I \ I \ \ OF BANK (TYP.) I\ I // ,, , \\ \ PEDESTRIAN y \ \ BRIDGE CROSSING I SEE DETAIL SHEET PROPOSED 8" I I PRQPOS`ED \\? IRRIGATION LINE I \ 20' I?TILI? ? J f \ EASEMENT (TYP.) J \ I _ - _ - J I _ _ \ \- - - - - 1 TEMP,. UTi'LITY I \ \IMPACT=1g2S.F.I I \ \ ?O L.F. \ \ \ \ \ ?I I I I II . I 1\ J \\ 1 1 J ? 40' 0 40' 80' SCALE: I "=40' (Honz.) IMPACT TOTALS TEMPORARY IMPACTS UTILITY S.F.162 L.F. 20 STREAM 1 1 1 I LLI Z ? J \ (L / IL/ / IL \ 1 1 1 1 1 1 \ 1 \ 11 5.11 • r.-lZ7-tal Coroultant? I I O I O Ravcn R,dge Road Ralc?gh. NC 27614 Phone (919) 846-5900 VICINITY Rf'4@207,9 APR 1 1 2006 DENR • WATER QUALITY 1', 7M OS R;0 STOMXNATER ER Z_ Z Z 2Em n W u4 ZIUQr O zujZ3 o? Q Z Q 2". -J 0 Z n ' n IL L 0 W O n uO wl 2 z z ' -j 6 0 - e s 42 0 U) 0 YI ® II CC v w b ? ®r\4,h, NORTH 15' CLEARING LIMIT 8' WIDE MAX 2" ASPHALT 6" GRAVEL PEDESTRIAN / CART TRAIL SECTION NT5 15CLEARING LIMIT 8' WIDE MAX TREATED TIMBERS PEDESTRIAN BRIDGE SECTION @ WETLAND CROSSING NT5 8'-0" O.C. MT) ' ?? IGtGlly ABAi? k S 1 =. . R l ? e e la d l nks; Utilities • Pipeline Construction . Logging Houso Moving Portable DOUBLE-TRACK ROAD MAT Logging mats are 10' x 14' or 10'x16'.They lay down in sections end to end for roads and bridges, or side by side for logging decks. They are easy to pick up and lay down with a loader. Mats are picked up at the end or in the middle. Providing Quality Portable Road Mats CONSTRUCTED MATH < 2"x L' OAK, BOLTED TOGETHERYWTH to 112-BOLTS Double-Track Mats & Deck Mats are: • Portable • Reusable • Cost Effective . Environmentally friendly Stream Crossings Logging Mats and Bridge Mats are a Best Management Practice (BMP) for minimum disturbance. They are cheaper and easier to install than culverts. Also, they do not restrict flow, wash out, or require putting foreign fill material around culverts in a stream. Bridge I Crane Mats Our 4' wide mats are made with 8" to 12" oak timbers with 1" bolts available in 16' to 24' lengths. Other sizes upon request. They can be used by themselves or with our portable road mats laid on top. &Wf W W40her. 00- You Dawnl TEMPORARY WETLAND CR055ING DETAIL 50" t CnHronmcntal C-Itontb 1101 O Ravcn 1L1gc Road Ralcgh. NC 27614 Phone (015) 546-5900 @?o o ? 12pp6 PPR 1 r ?pEN??p51Cf? O 'r X cc IL W ¦ e a tJ S 4 3: U0Z_ ZZ L" W n V Z ILJ rm ZWZas (ZQdm _j 0Zo ?Z u GHQ Z>Z$> ?U°_ 611 J Fi W a m? V?p ml le contact Info. OW A T ?9PG r o Niiiw?osllwaw ? Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources May 23, 2006 Mr. Allen Harrington The Parks At Meadowview, LLC 2214 Brawley School Road Mooresville, NC 28117 Alan W. Klimek, P.E. Director Division of Water Quality DWQ Project # 06-0616 Chatham County Subject Property: The Parks At Meadowview, LLC Ut to Dry Creek & Brooks Creek [030604,16-36, WSIV, B, NSW] Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Harrington: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 489 linear feet of perennial stream (250 linear feet permanent impacts, 239 linear feet temporary impacts) to construct the proposed residential subdivision, as described within your revised application dated May 15, 2006, and received by the N.C. Division of Water Quality (DWQ) on May 15, 2006. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3374 and 3402 (GC3374 and GC3402). The Certification(s) allows you to use Nationwide Permit(s) NW 12 and NW39, respectively, when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge, and other regulations. Also, this'approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is 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. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. 401 Oversight/Express Review Permits Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 /FAX 919-733.6893 / Internet: http://h2o.enr.state. nc.us/ncwetlands One N Carolina Awmally An Equal Opportunity/Afnnative Action Employer- 50% Recycled/10% Post Consumer Paper a The Parks At Meadowview, LLC Page 2 of 3 May 23, 2006 The Additional Conditions of the Certification are: Conditions of Certification: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved Units _ Plan Location or Reference Stream Perennial 489 linear feet (If) of perennial stream 2501f permanent, 239 if feet temporary) PCN page 5 of 9 Sediment and Erosion Control: 2.. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. 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, sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. 3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the 404/401 Permit Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur; 4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project; 5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked The Parks At Meadowview, LLC Page 3 of 3 May 23, 2006 with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H, Section .0500; 6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers ,in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as appropriate to suit to this project; 7. Culvert Installation Culverts required for this project shall be installed in such a manner that the original stream profiles are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed correctly. Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each culvert. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable instead of rip-rap or other bank hardening methods. If riprap is necessary, it shall not be placed in the streambed, unless specifically approved by the Division of Water Quality. Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 A. The Parks At Meadowview, LLC Page 4 of 3 May 23, 2006 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please send photographs upstream and downstream of each culvert site to document correct installation along with the Certificate of Completion form. 8. Construction Stormwater Permit NCGO 10000 Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued to the project. This General Permit allows stormwater to be discharged during land disturbing construction activities as stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction projects that disturb one (1) or more acres], full compliance with permit conditions including the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required. A copy of this permit and monitoring report forms may be found at http: //h2o. enr. state. nc. us/su/Forms Documents. htm. -1 9. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP) Mitigation must be provided for the proposed impacts as specified in the table below. We understand that you wish to make a payment to the Wetlands Restoration Fund administered by the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP should be contacted at (919) 733-5205 if you have any questions concerning payment into a restoration fund. You have one month from the date of this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes payment into the Wetlands Restoration Fund to meet the following compensatory mitigation requirement: Compensatory Mitigation Required River and Sub-basin Number Stream 250 linear feet Cape Fear/03030002 Certificate of Completion: 10. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed t The Parks At Meadowview, LLC Page 5 of 3 May 23, 2006 impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), 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, 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 Cyndi Karoly or Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Alan Johnson in the DWQ Mooresville Regional Office at 704-663-1699. AWK/ m Enclosures: GC 3374 and GC 3402 Sincerely, /-7 Alan W. Klimek, P.E. NCDWQ 401 WQC Summary of Permitted Impacts and Mitigation Requirements Certificate of Completion cc: Sean Clark, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614 USACE Raleigh Regulatory Field Office Eric Kulz, DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files Filename: 060616TheParksAtMeadowview(Chatham)401 ?0F W ATF9Q Michael F. Easley, Governor `O 0 William G. Ross Jr., Secretary 7 North Carolina Department of Environment and Natural Resources p .? Alan W. Klimek, P.E. Director Division of Water Quality North Carolina Division of Water Quality 401 Water Quality Certification Summary of Permitted Impacts and Mitigation Requirements In accordance with 15A NCAC 2H.0500, The Parks At Meadowview, LLC has permission as outlined below to impact 489 linear feet of perennial stream (250 linear feet permanent impacts, 239 linear feet temporary impacts) to construct the proposed residential subdivision NC Highway 87 and Chatham County Road 1520 in Chatham County. All activities associated with these authorized impacts must be conducted with the conditions listed in the attached Permit transmittal letter. THIS PERMIT IS NOT VALID WITHOUT THE ATTACHMENTS. - COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM LOCATION: Pittsboro, NC COUNTY Chatham BASIN/ SUB BASIN Cape Fear/03030002 As required by 15A NCAC 2H.0500, and the conditions of this Permit, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting any activities that impact or degrade the waters of the state. Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest foot according to 15 2R.0503(b). Impacts Mitigation 250 linear feet of stream 250 linear feet of stream In correspondence dated April 20, 2006, the EEP indicated that up to 250 linear feet of stream mitigation will be conducted by EEP if necessary for the 401 Water Quality Certification and 404 Permit. One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT PROGRAM. Signature Date ECOSYSTEM ENHANCEMENT PROGRAM 1652 Mail Service Center RALEIGH, N.C. 27699-1652 (919) 733-5205 Filename: 060616TheParksAtMeadowview(Chatham)101 _EEP 401 Oversight/Express Review Permits Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 /FAX 919-733-6893 I lntemet: http://h2o.enr. state. nc. us/ncwetlands Narolina om` C Xa ura!!y An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper 06- OLO I Le U?m COPY Soil & Environmental Consultants, 77A 11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com May 15, 2006 S&EC Project # 8682.W3 To: US Army Corps of Engineers Division of Water Quality Attn: Mr. Todd Tugwell Attn: Ms. Cyndi Karoly 6508 Falls of the Neuse Rd. 2321 Crabtree Blvd., Suite 250 Suite 120 -Raleigh, NC 27604 Raleigh, NC 27615 From: Sean Clark r7l Soil & Environmental Consultants, P.A. 11010 Raven Ridge Road Raleigh, NC 27614 Re: The Parks at Meadowview Amended PCN Chatham CO, NC Due to an oversight on our behalf, temporary stream impacts resulting from utility line placement were not included on the orginal PCN submitted. The original impact maps and supplemental information submitted on April 11, 2006 is correct. On behalf of the owner, The Parks at Meadowview LLC., please find attached an amended application requesting written concurrence from the U.S. Army Corps of Engineers (USACE) that the activities proposed below may proceed under Nationwide Permit 12 & 39 and General Water Quality Certification 3374 & 3402. Please contact me at (919) 846-5900 if you have any questions or require additional information. PROJECT SUMMARY Project Name The Parks at Meadowview Project Type Residential Subdivision Owner / Applicant The Parks at Meadowview, LLC Count Chatham Nearest Town Pittsboro Water Body Name UTs to Brooks and D Creek Basin / Sub-basin Cape Fear 03-03-002-HAW Index Number 16-36 Class WS4V,B;NSW IMPACT SUMMARY Stream Impact (acres): 0.057 Wetland Impact acres : 0.0 Open Water Impact (acres): 0.0 Total Impact to Waters of the U.S. (acres) 0.057 Total Stream Impact (linear feet): 489 Total Impact to Buffers NA Attachments: • Amended Pre-construction Notification (PCN) Application Form Charlotte Office: 236 LePhillip Court, Suite C Concord, NC 28025 Phone: (704) 720-9405 P.- 17na)7'70-0a0C Greensboro Office: 3817-E Lawndale Drive Greensboro, NC 27455 Phone: (336) 540-8234 P- MCI) 5d(1_R? ?S Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. O LO ` 06 l Lv (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), cli& bete, ? In F Lt:j E II. Applicant Information 'd?Ay 1 5 20005 1. Owner/Applicant Information c 1 , R Name: The Parks at Meadowview. LLC Vi Tuj J s Mailing Address: Attn: Allen Harrington 2214 Brawley School Road Mooresville NC 28117 Telephone Number: (704)295-1106 Fax Number: (704)660-1185 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean Clark Company Affiliation: Soil & Environmental Consultants. PA Mailing Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address:.S_Clark@SandEC.com Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: The Parks at Meadowview 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 9734-23-9527.000,9733-37-5526.000,9733-75- 0481.000 4. Location County: Chatham Nearest Town: Pittsboro Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): The site is located north of Pittsboro at a point +/-4,000 feet southeast of the junction of Dry Creek and NC Highway 87. The site is situated between NC Hi hway 87 and Chatham County Rd 1520. Please refer to the attached Figures 1 and 2 for the project's location on a USGS topographic quadrangle and the Chatham County Soil Survey maps, respectively. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 035°46'56.34"N, 079°14'22.30"W : 035°46'50.13"N, 079014'1 1.05"W 6. Property size (acres): 7. Name of nearest receiving body of water: UT's to Dry Creek and Brooks Creek 8. River Basin: Cane Fear (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.) Page 2 of 9 Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is currents undeveloped and was previously owned by International Paper. The Property was clear cut +/- 10 years ago. The site to the immediate north is currents being, developed as a single-family residential golf course community. Other adjacent parcels are forested in agriculture or are single-family homes. Describe the overall project in detail, including the type of equipment to be used: The proposed project will be a single-family residential' subdivision with the typical roads and utilities The proposed impacts are due to roads and utilities connecting the various phases of the project to Hi way 87 Old Graham Road and the rest of the project. The future lot la out and road corridors have been finalized and all efforts were made to minimize and avoid any unnecessary impacts Voluntary riparian buffers as well as county buffers were set in the site plan in order to further protect the integrity of the streams. Bridges or open bottomed culverts were designed in order to keep the cumulative impacts within the Nationwide Permit 39 thresholds and further minimize and avoid impacts. Heavy equipment typical to this kind of work is to be used. 9. Explain the purpose of the proposed work: The purpose of the project is to construct The Meadowview Subdivision and provide additional housing to meet the demand for the area. 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. Permits have been issued on this property (previously known as Brooks Creek Subdivision) to connect the northern Chapel Ridge Property to NC Highway 87 as per Chatham County's requirements S&EC completed a detailed wetland delineation in October of 2004 to provide the base information required for planning the residential subdivision. In October of 2004 a site meeting was held with Mr. Todd Tu ell of the USACE to make "importance" calls on the two stream features with ro osed im acts due to the previously mentioned road installation. A site meeting was then held with Mr. Eric Kulz of the NCDWO on February 22, 2005 to make perennial/intermittent determinations on the same two stream features. As a result of these meetings the road was realigned so as to cross at a point upstream of the perennial/important point A site meeting is being held with Mr Kulz on March 3 2005 to complete the perennial calls on the rest of the property His findings are summarized in IPRRO #05-007. The remaining surve?of the wetland boundaries is being completed and will be submitted for USACE approval under se arate cover. Page 3 of 9 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 future pen-nits are known to be required at this time. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impacts to intermittent/perennial channels will result from the proposed installation of roads and required utilities. The impacts are quantified and expounded on below 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Floodplain Nearest Stream Impact (acres) (indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet) NA NA NA NA NA NA Total Wetland Impact (acres) NA 3. List the total acreage (estimated) of all existing wetlands on the property: +/- 15 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Page 4 of 9 Stream Impact Perennial Average Impact Area of Number Stream Name Type of Impact or Stream Width Length Impact indicate on ma Intermittent Before Impact linear feet acres Road Crossing #1 UT to Brooks Creek Culvert / Rip-Rap Perennial 4 42 120' 012 (NWP 39) (Permanent) . . Road Crossing #1 UT to Brooks Creek Utility Perennial 4 42 31' 003 (NWP 12) (Temporary) . . Road Crossing #2 UT to Brooks Creek Culvert / Rip-Rap Perennial 5 88 130' 017 (NWP 39 (Permanent) . . Road Crossing ssi j #2 UT to Brooks Creek Utility Perennial 6 05 20' 002 12 (T . . Bridge Crossing #1 UT to Brooks Creek Utility Perennial 6 00 53' 007 (NWP 12) (Temporary) . Bridge 12 g #2 UT to Brooks Creek Utility Perennial 5 00 46' 004 ) T . . Ped. Crossing #1 UT to Dry Creek Utility/Foot Bridge perennial 5.00 21' 003 (NWP 12) (Temporary) . Ped. Crossing #2 UT to Dry Creek Utility/Foot Bridge Perennial 4.00 25' 002 (NWP 12) (Temporary) . Ped. Crossing #3 UT to Brooks Creek Util Bridge Perennial 5 00 23' 003 Tem or) . . Ped. Crossing #4 UT to Brooks Creek Util t Bridge o Perennial 00 8 20' 004 Tem o . . Total Stream Impact (by length and acreage) 489* .057 * Of the 489 LF only 250 LF is permanent 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact indicate on ma ocean, etc. acres N/A N/A N/A N/A N/A Total Open Water Impact (acres) N/A 6. List the cumulative impact to all Waters of the U.S. resulting from the proiect: Stream Impact (acres): .057 Wetland Impact (acres): 0 Open Water Impact acres): 0 Total Impact to Waters of the U.S. (acres) .057 Total Stream Impact (linear feet): 489 7. Isolated Waters Do any isolated waters exist on the property? ® Yes ? No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. No impacts are proposed to isolated waters. Page 5 of 9 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.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Current land use in the vicinity of the pond: NA Size of watershed draining to pond: NA Expected pond surface area: NA 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 have been avoided and minimized to the maximum extent practicable. Road crossings have been planned at perpendicular angles to stream flow. Streams are not crossed multiple times by roads. Out of four proposed road crossings, two propose the use of bridges. Pedestrian trials also use bridges when crossing, streams. Temporary Impacts resulting from utility line installations were planned for locations where wetlands did not exist to further avoid additional impacts(eg pedestrian crossings 1,2, 3 and 4). VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. Page 6 of 9 If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. 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/stnngide.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. Because there are no impacts to wetlands no wetland mitigation is proposed Impacts to perennial streams typically do require mitigation therefore stream mitigation for the 250 linear feet is proposed. If mitigation is required we propose that payment be made to the NCEEP 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 250 Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 0 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No 2. 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 Page 7 of 9 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify, )? Yes ? No 2. If "yes", 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. * Impact Required Zone Multiplier 1 NA 3 (2 for Catawba) NA 2 NA 1.5 NA Total NA NA * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B.0242 or.0244, or.0260. This site is within the Cape Fear River Basin. which does not have NC-DWO regulated riparian buffers. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. 1.) Homesites 6,000,000 s.f. 2.) Roadways 1,777,248 s.f. 3.) Water Booster Station 4,000 s.f 4.) Amenities 161,172 s.f. 5.) Sidewalks and Trials 275,000 s.f. Page 8 of 9 Total Impervious 8,217,420 s.f. = 23.8% Total Acreage of Site 34,547,436 s.f XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available-capacity of the subject facility. The project will tie into an existing treatment facility in the area 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. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes El No ® If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:- We have reviewed the "DRAFT Internal Policy Cumulative impacts and the 401 Water Quality Certification and Isolated Wetland Prop-rams" document prepared by the NC Division of Water Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are unlikelv to cause cumulative impacts. The Parks at Meadowview does not meet any of the three criteria of private projects that can clearly result in cumulative impacts We anticipate that you will advise us if a qualitative or quantitative impact analysis is required. XV. 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). Applican Agent' Signature Date (Agent's signature is va id only if an authorization letter from the applicant is provided.) Page 9 of 9 May 4, 2006 S&EC Project #8682.W3 DWQ Project #06-0616 Department of Environment and Natural Resources Division of Water Quality Attn: Cyndi Karoly 2321 Crabtree Boulevard Suite 250 Raleigh, NC 27604 o Fro Re: Reply to the Division of Water Quality's Request for More Information ' The Parks at Meadowview, LLC MAY 4 2006 Pittsboro, Chatham County, NC . . WATER WETUWDSANDSO.'WWTM BRAXH Ms. Karoly: The purpose of this letter is to respond to your Request for More Information letter requesting further information. The original questions/requests are copied below as they appear on the April 24, 2006 letter and are then followed by our response to each. Additional Information Requested: 1. Please provide documentation from the NCEEP indicating their willingness to accept your request to purchase stream mitigation.credit to mitigate for the proposed perennial stream impacts listed in your PCN application per section VIII, No. 1. Attached is the letter from the Ecosystem Enhancement Program accepting 250 linear feet of warm stream (dated April 20, 2006) 2. Please provide a location map for the project. An attached location map has been provided. 3. Please provide full plan sheets for the Overall Impact Map. An Overall Impact Map on a 24 x 36 size map is attached for your review. Please note that these maps were sent to your office the day after the initial submittal (please see attached courier ticket). Charlotte Office: Greensboro Office: . 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord,. NC 28025 Greensboro, NC 27455 Phone: (704) 720-9405 Phone: (336) 540-8234 Fax: (704) 720-9406 Fax: (336) 540-8235 4(? COPY Soil. & Environmental Consultants, PA 11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com May 4, 2006 S&EC Project # 8682.W3 We'anticipate that this answers all of the DWQ's questions in order to complete the final review process for a 401 Water Quality Certification. If you have any further questions or any additional explanation is needed, please don't hesitate to call. Sincerely, Sean Clark Environmental Specialist CC: Mr. Todd Tugwell (USACE) Attachments: 1) Ecosystem Enhancement Program Acceptance letter (dated April 20, 2006) 2) Location Map 3) Overall Impact Map (24 x 36) 2 Sean Clark S&EC PA 11010 Raven Ridge Road Raleigh, NC 27614 J-L.J F -L014V UI tenr PROGRAM April 20, 2006 Project: The Parks at Meadowview County: Chatham 1-164 roz U-Zb5 l The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NC EEP will be approved. This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 Permit/401 Cemifiication within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the 404/40I/CAMA permits to NC EEP. Once NC EEiP receives a copy of the 404 Permit and/or the 401 Certification an invoice will be issued and payment must be made. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following table. ` TVA "'"Ma Wetlands Cataloging (Acres) Stream Buffer ffer Unit (Linear Feet) Zone 1 2 Ri avian Non-Ri Arian Coastal Marsh Cold (Sq. Ft.TZ:one 1~t.) Cape Fear 0 n Cool Warm Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts up to a 2;1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water QuThe ality Certifica onl and/or CAMA Permit. The mitigation will be performed in iccordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Chris Mankoff at (919) 716-1921. Sincerely, o J Z 1' ?/G' Gilmore, PE CC: Cyndi I-aroly, Wetlands/401 Unit Director Todd T ugwell, USACE - Raleigh Eric Kulz, DWQ Regional Office - Raleigh File )Wtor' E ... Pro" 0" Stag MA North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /Www.nceep.net g lk? E.tia r n43 40 ' ?e a • /«e ?'. ? ? v p °9 wERS •M" i .; S c'\ g ry 5°t ? 2 ? 5i 1. ? a 1 s \ ,? . r o 1 co? \ i Cp / _t r 9 ) 1 ? man "K MU r ` \ • :- ? - / 1 I` wa Rull w 3 ? ?. ? , - r y t- ? z - -3 EVERFH JO C . "-Maw f K :.. k . w - ?' r '• •?. --? 7-s:?cra <. ,iL • ? 7°n 'L? i ? ?` ? I « wren , `< _r ` r Y' ? ..su AREA . E _ -- fia j? 'p - ,`ExrcabRd?nuke ) 8 7 902 r s, qp •$ 0 1 \ rtj HOPE GAME -.'. i of VLST C (?.. tEA ? ? ` `? z? ,?-? ; , .. ?-? ,• p - `;tit` '1 „ l . 902 1 1 ? I RETT DAN @4w - S to \. ^ B ?? ,11 r ` '. `b? `? E ?.? '` .s. ; ` t? ? 1 ? ... r ? ? r 75 S! 1 , ? - .a'-Zr 4 •. M°'1' `C C E ; u f ? '? ? , eLo 3 - 1 ? _ .ff 133° SOIL & ENVIRONMENTAL CONSULTANTS, PA t]C Division of Water Quality Iran M Invoice Type Date Reference 10851 04112006 Invoice 04/11/06 #8682.W3 Permit App. Check Nuc,ber: Date: 4/11/2006 Check Amt: Balance Discount $475.00 $0.00 P@20WIE, APR 1 12006 DENR - WATER QUALITy tic VX3 AND STOir' A1ATER Er' 1,01 001047 1047 $475.00 Pay iumount $475.00 © omp e'e ems , an so comp e e ur em 4 if Restricted Delivery is desired. ? Agent ® rint your name and address on the reverse ,addressee so that we can return the card to you. B. Received by (Printed Name) C. Date of Delivery V Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 17 ? Yes c o dressed to: If YES, enter delivery address below: ? No Mr. Allen Harrington The Parks At Meadoxwiew LLC 2214 Brawley School Road Mooresville,NC 28117 DWQ4 06-0616-Chatham c a um er 3. Service Type Certfed MO press Mail Reglstered Return Receipt for Merchandise ? Insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Fee) [ orm , e ru omest c eturn ece p 102595-02-M-1540 UNITED STATES.POST +? S R%'1eFE c ' Postage & Fees Paid s. S.l" e?-a l C• ?J U ..3 S' ti K .?. '?"'^h•.^+a^•?" 1 c P?ff)11t .? • Sender: Please print your name, address, and ZIP+4 in this box • NC DENR Division of Water Quality 401 Oversight/Express Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 ._ . ???=: _: _: !„1,!1,,,1,1!„II,,,,!„I„!?I„1,1,11,,,,11„1,1,1!,,,,,11:I _ _ _ _ /r A v'~~~'r k ~ r x * i " x ~ >i ' x r ~ r x ' A ~X x, ~ Y ~ x . ~ ~ " ~ ~ ~ ~ , 4~x'~ xx K h r: t ~ x- _ xXx NOTE. SEE PEDESTRIAN BRIDGE SECTION / ~ . x - ~ t'~ 'v ~ ~x J x I / - , /(`T , 1 ^ ~ x~r, U ti f r°+~ 1., k x ; I ~ 1 ~trf^~ x rk ~ ~ 'x x'` ~ 1~ l ~ { x~ k `y ~`4 _ ~ . 1 i A X .i I Consultants ~ Soil ~ >=nvironmenta 1' I l I I O I O Raven Ridge Road LLJ ~ a „ ~ ~ ~v .X x~~~k , ; ~ _ ~ ,i x ~ Raleigh, NC 276 I -4 ~ ~ ~ Phone (9 ! 9) 8~F6-0900 N ~ I 1~ ~ ~~~,f h'~;x ~t ,s v~ W ~ ~ ~ k, `'x r ~ ;1 ; , r' ~ z~ r x ' Y~' ~ I. d" ~ / ~ i ~1 x'~ ' ~ WQ m r z ' h''>r Z u ~ j k y Y~, k Q 0 4? ~ I I z h,x,~~ ~ / I v i~'1 i T ~'1.~ ~ `~x~r\ 1 1 C ~ ~ ~ 'k ~ L x; X~ ' 1 1 ~ ~ / ~ - ~ l ~ Xr,~t~ ( k x ~ ~ ~~xr„ ` MAXIMUM POTENTIAL ~ ,t , i j 1 . ~~kr x ; 1 1 ~ a i` ~ ~ , z n~ ~ ! ' y~. ~;;c, r lMPERV~OUS CALCULATION _ r I 3 1 ~ II ,,.~''.1 > ~~~',Y ~ +Kc ta~~n., V i~ 'X , 7;'^i 1 ~ ~ I`o ~ k'1; 1 I 1 + x ' Y. x~'~ ~ I n, W 'I i~ v~ 11 x k >J I ~ I ~ x x > ~ //1\ J ~ ~ / ~ 1 1 Impervlous ~ \ 1 1 LIL ~ y ,I I 1, 1~:,~ ~ / x ~'a , k. X;l'~ ~v ~ ~ d i ~r ~ l J l~ Lots Area '.Total ~ ~ ~ ~ ~ 1, ~ o I II' t iK,l~,;'~' ~I I , X"x 1 6001 10,000 6,000,000 s.f. ~ > 1 z O I ~T/~`f' f. ,J ~ a/ f l,~ ~ ~ 0 f 1I ~i r. / I ~i I Item Impervious U y K ° F Area ~ ~ ~1 1 I~~1 ~'~~~~1 ' I 1 f ~,~.;-1 t,,..~~,,..,.~:; 1~ I I` ' ~ . I 1 1 ~ r ~ - . 1 Homesites 6,000,000 s.f. ~ 1 2 Roadways 1;777,248 s f. ;match~ne ~ ~ _ 1. ~ `i 1 3 'Water Booster Pum Sta. 4.000 s.f. P I 1 w's ~ ~ ~ ,I ~ I x ~ 4 Amenity 161;172 s.f `i , / 1 1 5 Sidewalks & Trails 275,000 s.f. ' ~ \ r 1 \ / ~ 1. TOTAL IMPERVIOUS 6,217,420 sf. .I; 1 II I lid~ I,~ ~i, ~+y-.. / A f Y, ~I . ~-~Ij ~''vl , , , I, J / ~ / ~ ~ I, 1 1 .TOTAL TRACT AREA 793.t'acres ' I I r / 1 1 34 547 436 s.f. / ~ I ~ ; / I I tiq G ,^k x\k ~ - - a ~ ~k ~ :II I X ~ 1 ~ 11 1 ~ x 1 1 1 x ~ ~ \ _ i ~ ~ n k .~:°jY I lI ~ ~ l k I u ~ ! ' ~ ~ ~ 1 t 8 'I 4 , ~ ~ ~ , ~ , I 6 ,.t ll r-C-' I ~ ~ ~ / ~ ~ / j tl / ~ 1 1 IMPERVIOUS PERCENTAGE 23.6 % ~ i 1 1 h ~ I I Qt' ` 1 1 ~ l 1 ~ I I ~ ~ ~ ~ i CT _ I, I _ 5 / S, . ~ ~Yc"'~ / / / ~ 1 1 / 'J _ ~,y ~ ~ ~ ~ I~ I I I 'V `I S ~ ^5 ~1 t 1 I v ~ 1 I ~ ~ 1 so sa i$ ~ VU 1 / / / 1 ~ x. _ 1- _ ~ - 1 ~ 1 1 f__---- , ~ ~ - - ~ ~ r ~ ~ - ~ - - 1 ~ x, v / v t v v w fy 5a0'l ~M ' S20~ ,0 1 _ ~i i ~ i~ I_ ~ 1 - / s',,rk ,XX r j~ 1 I _ v ~ 3r ~ ~ ~ , 1 / I \ l ~-~J --SSA. n / 4 i ~20•r- x ~ ~ Q ~ 1 1 ' I i I h ~„za _ I 1 1 \ ~ ~ o ~0 1 \a ~ ; I ,fir i ~ ~ U u Ids % ° tl ~ ~r 1\ I\ I s5°', ~ ~ / J~'~.: y, \ _ .-lu - C ~g ~..1- 5 , 'P_ , , / 1 ~ 1 z K ;t' ° 1 1 v I i ~ . ~ v r A' I , !1 _ / I r 1 , I ~ ~ II i I 1 i ~J 1 1 _ J / I 1 t ~ ~ / Xr/, , I 1 , v i I / I ,nom/ r,v 15 ~ t F. ~ ~ ~ 1 r 11 1 / i/ ~ I , I 1 ~dz - 1~ I I:/, 1 I 11 I~ 1 1 1 ~ / ` ~ I ~ ~ l~ - 5' r ~ ~ ~ ~~1 1 I 30' CESS EASEMENT ! /D!'~ ~ I a~ - ~ ~ ~ i I 1 - _ T' I V ' ~ , / ~ ~ ~ - P~ 1 ASP PLAT SLIDE ~ ' I ~ r' ! ~ 1 1 1~. 1 1 001- 24 hl I I szav o i 1 2 s I I ~ ~ 1 ~ ~ 1 - I ~ ; , I ni 1 ' O 1 I I 1 , ~ ~ , ! / ~1 , I ~ 1 I I i 11 1 1 ~ r`5 / i i\ _^IY~ j~ a ` / I ~ , I I 1 11 N ' I j ~ i 1 C 1/ % / \ , ~ ,j 1l / 8 i ~ 1 O~ D n._ i _ 1 ~V~ - - ~ • 1 1 ~ 1 ~ _ v ~ _ ~ w i 1 N ; r, ~ v 1 ~ 1 I~ ~ v _ V - , , DN _ L n I ~ ~ I i i / / I / I j / i X h ,y~ 1 / _ ~ / 1 ~ f ~ v / ~ ~ I ~ II I / / 1 ' / / 1 ~ I\ I \ ~ T1 / X \ ~ ~ 1 1 N ~ > / 1 , s , ` ~ X ~ ~o N ~ ~ I ~ 1 ~ ' / I ~ / ~ ' ~ , X t 1 1 I l ,5x / / ~ I ll / - s ~ I 1 ~ ! ~r \ a / T X I 0 I lv II I ~ I I ~I ~ I - ~ J / / j ° 1v ~ I I ° vv I 1 1 I I / II 1 1 , I 1 ~ 1 1 1 I I •M1 i _ .~f ~ 'fi J i - ~ ~ i I o /i/ / ; / 1 / , o i 11 1 0l rv vv ~ ti- . ice' ~ __^5 1 / !I l i I 1 ~ h v / / i I - / I / ~ I ~ X 1 1 t I ~ '1 ~I 'I ~ S ~ ~ I / / ~ ~ XX I- • X 11 , 1 C~ I h / l ' / I/ 1 1 ~ ~ 1 I ~ n i5 % / - - i~ ~ ~r~ 1 ~ 1 / t / 1 w , ~ / i / ~ X III 1 y\ 1 ~ G-` ~ I 1 / 1 ! ~ 0 i 1 \ ,I \ \ \ / \ 1 11~ 1 \ VO '!0 1 I I ` rl ~ ~ ~ to - O to l to / / III ~ 1 _5~\.. I ~ / I ^ ` -570-~ \ ~1 6`~`~ ~ - \ ~ 1 ~ , r> 1 if ~ ~ 1 ~ i I ~ I I r, - 5 / _ i7 \ ~ 55p 1 \ 1 I 1 / 1 / 1 - \ \ \ s I d I \ 1 I r \ ~i I l_ I - \ 1 ~ I ~ l / ~ 1 / ~ 1 ~ I I I IV A I I f ~v A ~t I I I V Ih i \ ` I 0 1 I ; Q ~ % ~ _ \ I 1 II 1 J~ / \ \ \ `\l / / ! I I ~ I / \ V l ~1 _ / / / ~ / I ? \ g ~1 ~ -..1_..___~__.._L_ ~arP----'~ z I ~ / _ r / I I / I / ~ ~ A ~ 1 / / I ~ / / I. : /1 1 - ~i 5~ I i p~~ I I I I / / 5M1 v I / 1 I ~ ~ I l 1 I I v ifV,',p.. / 1 / ~ _ ~~~~_^/~1 ~ I I ~ ~w \ i I S I t '+x\' ' ~ / IA / ~ ~ / / I 1~../ I l ~ 1 I 1 ~ ~ h / ~ k \ 1 ~ 1 I \ r~ 1 1 ~ n f' / / ~ \ _ ~ I r i a ~ i I ~ ~,p~--- ~ / I / \ i ~ I I ~ `r 0 - I ~ (1 _ I l I li. ~ A1~IIIIIV VIIIII IIR. EXISTING LOGGING TEMP. UTILITY I \ ~ ROAD CROSSING IMPACT/ PEDESTRIAN ' - A o-- I 1 } 1 1 1 ~tl ACO~ -AbO r CROSSING #3 k -Al ~ 10 / / ~ l I I 1 ,jA ~I IMPACT TOTALS c- - 4ig \ PERMANENT IMPACTS 01 1 1 TOTAL RIP-RAP S. F. 499 WETLAND NORT~l L. F. 108 STREAM r `y 0 I ~Y TOTAL ROAD FILL S. F. 796 WETLAND NOTE: A°p P L.F. 142 STREAM p \ - 1 AAO.-~ O COMBINED TOTAL S.F. 1 295 WETLAND BUFFERS PER CHATHAM COUNTY L.F. 250 STREAM WATERSHED PROTECTION ORDINANCE TEMPORARY IMPACTS 45a o 450' 90a r _ TOTAL UTILITY S.F. 1 249 WETLAND ~ VOLUNTEER BUFFERS PER PLANNED UNIT scnLe: 1'=450 L.F. 239 STREAM i x t'\,' ~ ~ ~ J x~ ~~r ~ ,x /n. x.~ ~ ~F i ~ > ~x x ~ }r lY ~ X a a ~ ~ fib, NOTE: SEE PEDESTRIAN BRIDGE SECTION t 1 ~ ~ , ~ ~ , ~l .A F ~ - I:A' 1 . X ~X U r~,,,.~, ~ r A Y~~+ IXXX _ ~ Soil E Environmental Consultants ~ ~ - 1I O I O r2aven Ridge Road W- Raleigh, NC 276 I ~F ~ r Phone (91 9) 8~F6-5900 ~ N ~ k, - W ~ ~ / , `x ~cr .r ~ I ~ r a•.~ , ~ z IIIIII ~ /A 1 1 W Q °m x\ ? ) / / Z ~m I ~ : X a j w~ 1 YY, ri _ / r Q 00 / 1 1 ~ x " x ~ ~ ~ ~ 1 ~ ~ I I 1 ~ ~ ;,~xxx. ~ 1 I 1, ) ~;1~, MAXIMUM POTENTIAL ,~y J r_ '1'" ~ x ~ ~ / ~,~r^h~,~ 1 z ~ O I I C~ ~ ` x ~ , ,r , I ~ O " . k,. " IMPERVIOUS CALCULATION I~ .,x I \ I it ~ 1 x~?~~Y. \ i ~i. Y~ ~ F ~ . ~ A U m ' _ W 1 vv r'~ ~ 11 O iX,,;>;~/ I I I I v a x, y ~ I; 'r X T~,Y X , ~ ~ - ! ~ ~ \ ~ 1 Impervious i ~ ~ m I ~ ~ s ~ p ~ ~ ~ ~ ~ `t'ry. j i. T: n J ~ Lots Area .Total ~ ~ r ~ ~ ~ i 1 ~`.X I I 1 ~ \ I r ++nn 0 - r U1 0 ;f"~ r ~ 600 10,000 6,000,000 's.f. o ~ ~ r' z ~X C t. R~ J I _ - / ~ r O - ~ r 1 x ~ 1 ~ i I Item Im erwous J . P U \ Y i 4l` ~ I I Area I `i v , 1 lk, j ~ I' Ir ~ 'r 1 Homesites 6,000;D00 s f ~ ' 2 Roadwa s 1.777.248 s f ;match~r?e ~ / 1 v ~ /I I11 , Y / VI 1 3 'Water Booster Pump Sta. 4,000 s f ~ 4 .Amenity 161,172 s f i 1 ~:t ~ ;i / 1 5 Sidewalks & Trails 275,000 s.f ' \ ~ ~ ,1 I ~ TOTAL IMPERVIOUS 8 217 420 s.f. jl 1 t., K~.~ is I, ~ I, ' ~ 1~1 _ , I ~ % / l ~ j I l ~ ~ I 1 1 TOTAL TRACT AREA 793.1 .acres ~ I I 1 1 ' 34 547 436 sf. V ~ / f I ~ 1 ~a ~ i ~ k ~ ~ ~ ~ ~ ~ / I 1 1 ~ I 1~. I .Y/ „ ~ q 1 ~ ~ ~ •1 ~ • 1 ~ rr' ~I ; ; i I I ~ ~ ~ 1 1tl ,,:r'~J I ~ / ~ / ~I l ~ ~ ~ U i 1 IMPERVIOUS PERCENTAGE 23.8 ¦ / , 1 ~ / n / 1/ _ I ~ ~ . I .I II ~ 5` J I ,,1, II I ~ ! -1 , r S ~ 1 1 _ 1 170 I 1 ~ ~ I 11 \ 1\ ~r \ x ~ , r ` i \ ~ \ `x i ~ ~ o~ ~ I I I I ~ - ' ` 1 1 - 1 1 \ ~ I \ I 'V~ ~ 1 `1 sso 'swr r X55 ~ - ,55 ~ ~1 l ' q v ~ ~V 1 i i 1 v y s 1 % ~ -500 , ' 1 A. ~ i ~ ~ 1 A _ 5o0'r rb ,5'~^ i° s2o~ "0 1 1 / \ ~ 1 520-- X , I Q ~ 1 1 6 ~ ~ i I / ~ ~~520-- 1 1 \ ' \ r 0 c20 ( ~ .0 ~~m ~ ~ 2 I 1 1 I ~ ~ 1 I 1!`~ ~ / ~ / - ~ it y~ ~ ~ I I \ / ~ ! 3y / I h i L'' / 1 1 ~ 1 c~° / I ! 1 / o (1 I 1 ~ 1 I ! I / I I 1 ~ i v 1 / ~ 11 _ 1 1 11 j I !I I I 10 r-r ~ ~ 6` r ~ :fl l ~ I V I _ r r~ I ~ \ 11 , , ~ ~ ~ti-- ~ ~ d ~ ~ ~ a ~I 7° 1 ~ ~ ~ ~ ` i r rr I 1 v ~ y is x T r ~ 1 I % / / I ~s r ~ 1 1 I i v vA A 1~. - I 1~ i 1 I I, ~ 1 A MENT ~ ~ / / ~ ~~a, r f 'r~`=~^-',r---- _ r I' >a I 30' CESS E SE ~ ~ _ 1 , I y 1 ~ ~ ~ I - ~ ~ ~'r ~ I / ` ~ I I ~ , 0 1 ASP PLOT SLIDE - 1 1 ~ r 5~v r{~, A~ i ~ I ~'T- ~ i ~ 1 2001- 24 ~ I ~ 1 1 y' / ~ .~,o- 1 ` o 1 ) I ~ 1~ I I Y,.- ~ ~ - ' j ~ - l I„ r I 0 I . ~ ; , ~ .acn 1 1 1' I / r / ' rr 1 r 1 ( / ~ / 'LO' ~ r 1 r / ~ / / I I I ~ , , - ~ I ; 1 I ~ \ 1 I ~ ' 1 ~ 1 I ~ ~ _ ~ r zcn V ~ I 1 1 \ L I / 1 _ I - I 0 I _.J 1 1 1 i i ~ 1. / II I I 1 .I -tr I ~0,/ ,r..-' ~ ) l ~ I I ~ t`' r t I _ DN n - ~ I ; o ~O / 1 t r \ I . 1 l 1 / - ~ 1 I v I - 1 1 I I / / 1 1 1 1 ~ v / >C / / , 1 . 1 I ~ / 1 0 1 1 /V ' s ~GI N 1 / / / ~ I r ~ / \ S ~ i / ~ 1 ~ s ~ 1 v I i Q 1 1 1 l 2 .i I ~ )b 1 1 ~ a v ~ - / t 1 N / \ r I 'I i ° 1 1 u v I % , , / ~ 1v / / / / 1 I 1 II / ~ ~ I , 1 ~ ~i \ I 1 1 1 , I / I / ;i _ I ~ /i ~ v v i 0 1~ I - /0v?, ~ ~r I I r d:~ / / ~ I ~ a ~ I i 11 O Q 1 v I i i~ v -'S ~ v n 1 / t l y I / I 1 li ~ ~ ~ j ~ ~ 1 / 1 ~ y... i j 1 ~ 1 ~ ~ - y~ YC ?~,k I- - 1 1 I I I v I i 1 ' 1 1 / I ~ / ~i - 1 ~ r' ^ 1 C~ 11 " i, , 1 1 I n ,5 / - - ~ ~ ~ C / 1 c 1 / - 1 ~ \ ~ 1 11 II ~ 1 1 \ ~ / ~ / \ 1 / / i. 3i7 I i y ~ ~ ~ Q kh ~ I 1 \ ~ l r~ / .A°A 1 ~ I I ,l I / 1 I! 1 ~ ~ 1 I k 1'~ 1 `'CO) r \ 1590.___; 1 1 \ ~ i 1 0 ~ I I' i l 0 ' i I 1 / h\ s I b I 1X I r / ~ r f~ 1 r r I.;~r,. I ~ i. I ~ 1f I 1 I 1 Ir I I \1 1\ II 1\\ ~ / ;111 ~r'~ ~i I i ~ .•,,r ~ k~.~ V ~ I v, j I j lI I I s~ ~v I / v l !1 ~ ~ i I I 1 ~ 1 1~ R ~etP- , I ?d T ` \ t i ^L ~ - 0"- - - i ~y,'>, - - ---~i--al -Q= ---7- o ~ / . rr abr. ` , rl / r ~ h~ / % I I 1 / / I r_ 500 r. t >P ! ~ 1 / 1 s, e I / 1 1 1 I l S'`~ _ is , ~`>..o r' Il I~_~ 1 , AtA / A / A i ~ AI i_' r l -~i~ ' o ` ' I I I~ .i f ~ ~ ~ ~ t ~ - I / I I r D r ~ . i `r . ~ i - I / ~ ~ 9, ` o I ~ I I ~ ,.,b ~ 1 i ! 1 I I a ~ ~ I / I ~ 0 ! • ~ I I I~ - - - r , I 1 I I I - 8 ` 0 - i I I a I I 0' / l I ~ I ...I T TOTALS IMPAC r- ~ `I _ 1 f PERMANENTIMPACTS ~ 0 i \ - ~ o I .I ~ /f I i TOTAL RIP-RAP S.F. 499 WETLAND I ~h I I i_eW' ~p 'I ~ _ i 1'I f ~ L.F. 108 STREAM I o - ~ ~ I 1 TnTei Rnen Fu i s_F_ 796 WETLAND 1 I i r 7 . L.F. 142 STREAM NOTE: COMBINED TOTAL S.F. 1 295 WETLAND BUFFERS PER CHATHAM COUNTY i II ~o ~V I _ ~ ~ ~ ~ 1 I I ` , L.F. 250 STREAM WATERSHED PROTECTION ORDINANCE ~ - - - - -..J_ t ` O r ! 1 a / , TEMPORARY IMPACTS asa o 450' soo, TOTAL UTILITY LL.F 1 249 WETWND 239 STREAM VOLUNTEER BUFFERS PER PLANNED UNIT scn~: 1"=450'