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HomeMy WebLinkAbout20040163 Ver 1_COMPLETE FILE_20040205O WA1FR Q6 -i Y Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality May 7, 2004 DWO Project No. 04-0163 Johnston County Walthom Group 442'/2 East Main Street Clayton, NC 27520 Subject Property: Cobblestone Subdivision, Champion Street, Clayton, NC Little Creek [03-04-02, 27-43-12, C NSW (nutrient sensitive)] WAIVER of the 401 Water Quality Certification and Neuse River Buffer Authorization Certificate To Whom It May Concern: Your application for a 401 Water Quality Certification and Neuse River Buffer Authorization Certificate dated February 26, 2004 was received in the Wetlands/401 Unit of the Division of Water Quality (DWQ) on February 27, 2004. According to our rules (15A NCAC 2H .0507(A) and 15A NCAC 26 .0233(8)), if final action is not taken within sixty (60) days, the 401 Certification and Neuse Buffer Authorization Certificate is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement of written authorization for the use of 401 General Water Quality Certification Number 3404 (GC3404) and 3374 (GC3374) and the buffer rules for your plans to impact 0.10 acres of wetlands, 5 feet of perennial streams, 408 feet of intermittent streams and approximately 21,300 square feet (0.49 acres) of buffers to construct three roads and a utility line at the subject property as described in your application. As such, the stream and buffer impacts are approved. However, please be aware that you must follow the plans as described within your application dated February 26, 2004 and all other conditions of GC3404, GC3374 and the Neuse River Buffer Rules, including but not limited to diffuse flow per 15A NCAC 2B.0233(5). You must also obtain or otherwise comply with all other required State, Federal and Local regulations, including but not limited to DWQ Standards (15A NCAC 02B .0100 and.0200). Please note that if additional impacts occur within the development beyond those requested within your application, this waiver is no longer valid and a new 401 Water Quality Certification and Authorization Certificate will be required. Also, please note that the DWQ reserves the right to conduct a compliance review of your protect to ensure compliance with the wetland and buffer rules. If you have any questions, please telephone Mr. Bob Zarzecki at (919) 733-9726. Sincerely, 4/'- Krmek, P.E., r to, DWQ Attachments: GC3404 & GC3374 cc: Steven S. Sanderson, Sanderson Engineering, PO Box 2016, Wendell, NC 27591 DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File copy Central Files bz North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands/ cl-JUo Loe- Lio) 040 ham. PV, 4L" j?dj 0v? b efs , e? ?o l??•e.5? . ??, W'? MEMORANDUM TOt: John Dorney Non-Discharge Branch Regional Contact: Steven Mitchell WQ Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Cobblestone S/D Project Number 04 0163 Recvd From APP Received Date 2/5/04 Recvd By Region Project Type to tie into a public waterline and use tract for County Johnston County2 Region Raleigh Cert ificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. 12 Stream O YO N F- 27-43-12 ?- NSW 30,402. F_ 411.00 F- ?- PZR Buffers WV _0N F-F-F-? 30,402. 0.49 F ?- ( - Forested OO Y O N F__F_ -?? 30,402. 0.10 F_ F- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N Is Mitigation required? p Y p N Recommendation: Q Issue O Issue/fond O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: 3/8/4 Stream rrn?sing_is over 150 If. calculated as a straight run with no sinuosity counted.No s w plan. Number of building lots inconsistant. What about % imp???Future phase?? cc: Regional Office Central Office Page Number 1 Triage Check List CIQ??Igl-)mng_,51D Date Project Name: DWQ#: IS County: To: ? ARO Mike Parker ? WaRO Tom Steffens ? FRO Ken Averitte ? WiRO Noelle Lutheran ? MRO Alan Johnson ? WSRO Daryl Lamb Ed RRO Steve Mitchell From: rJ 5li(/l Telephone : (919) l The file attached is being forwarded to your for your evaluation. Please call if you need assistance. Stream length impacted M Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps Minimization/avoidance issues Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill W Mitigation Ratios ? Ditching ?fV 1A5 CVeA 1 ? at k ,6 ?Qf ? Are the stream and or wetland mitigation sites available and viable? coved G4? a-Ca?? 3 ?,/Check drawings for accuracy C''' rfl? ??,Hp?h Lid Is the application consistent with pre-application meetings? G?`1 "Ay (a ? Cumulative impact concern ?J 0 ??eo? Za4w'e5 Comments. I/ 1nep_1`? &1 ?o n5? tangy G?Qi??'tS Srke haVe- imp?y?QU6 C?? _ s ?h? s accoUvI-? boy- ase J&\jedcayven+nv? ooro s 1de Q-F 7 V Sanderson Engineering, Inc. 25 C North Main Street Post Office Box 2016 Wendell, North Carolina 27591 Phone (919) 366-2016 TO Fax (919) 366-2017 Dl C 'J4 1. gol 1),e,t &,A L[EUTEQ ofMUSEDUMU DATE 2 2 JOB NO. ATTENTION RE: E , `? no,4 WE ARE SENDING YOU ? Attached ? Under separa[W r"U? i 1-'J the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION . -6-, / . - Ste, . 66,/w A*A" e L&f--er THESE ARE TRANSMITTED as checked below: 90 For approval ? Approved as submitted ? For your use ? Approved as noted ? As requested ? Returned for corrections ? For review and comment ? ? FOR BIDS DUE 19 REMARKS r ? PRINTS RETURNED AFTER LOAN TO US Z U -C) COPY ? Resubmit copies for approval ? Submit copies for distribution ? Return corrected prints SIGNED: /f enclosures are not as ndtod, kindly notlfy us at once. Sanderson Engineering, Inc. Engineering and Land Planning Mr. John Dorney NCDENR-Wetlands Unit 2321 Crabtree Blvd. Raleigh, NC 27604-2260 Subject: DWQ #04-0163 Dear Mr. Dorney: February 26, 2004 WETLANDS ,4.?, "oUR FER WATER (?; ,A Attached are seven (7) copies of the Cobblestone Site Plan at I"= 100' scale as requested. Also are (7) revised copies of the PCN for this project. Please discard the first PCN's sent with this request and substitute these in their place. Below are responses to your specific requests. Site Plan Details 1. No stormwater management practices are required because the anticipated impervious surface for this project is only 26.327%. 2. No stormwater details are required. 3. The percent of project impervious area is 26.327%. See attached calculations. 4. Stormwater outfalls are shown on the site plan. 5. Level spreaders are shown at the outlet of all stormwater outfalls. 6. No impacts are planned for the stream and buffer in Phase 1 near lots 94-100. This is an existing drainage and utility easement put in place by the South Group when Phase 1 was developed in 1989. Mitigation Details 7. I believe the streams are intermittent because they do not show up on the USGS quad maps. They only appear on the SCS Soils maps. Also, when I met Steve Mitchell on site for determining the riparian buffered streams, he commented that they are intermittent streams. 8. The outlet protection was incorrectly drawn for this pipe. The OP was drawn 72' long; however, it is only 60' long. This has been corrected on the drawings. The total stream impact for this crossing is 149'. Nationwide Permit Details 9. NWP #14 is being used for the road crossings. 10. NWP # 14 is being used for the road crossings. Cordially yours, ......... . Steven S. Sanderson, P. E. SSS/ POST OFFICE BOX 2016 919-366-2016 phone 25-C NORTH MAIN STREET 919-366-2017 fax WENDELL, NC 27591 919-422-8020 mobile Sanderson Engineering, Inc. Engineering and Land Planning 1NEYLAN05 i 401 r-ROUP FEU 2 ;' V ATER IMPERVIOUS SURFACE % CALCULATION COBBLESTONE SUBDIVISION TOWN OF CLAYTON JOHNSTON COUNTY ,tyo goo`, 00100e+i0.9 ?4??V tyM1 OytY4Op ? a°u? mi /P/ a 0 AL . e dr, 'vyg?t 2- STEVEN S. SANDERSON, P. E. SANDERSON ENGINEERING, INC. POST OFFICE BOX 2016 25-C NORTH MAIN STREET WENDELL, NC 27591 (919) 366-2016 (919) 366-2017 Fax POST OFFICE BOX 2016 919-366-2016 phone 25-C NORTH MAIN STREET 919-366-2017 fox WENDELL, NC 27591 919-422-8020 mobile - rrp c? v i c?? S ??C'?ss. 'S - -4-?. ?Cr12i:t??r`v?y?tC?a L?t? OCA `'' yyv?l?Uo t?. > i`'f'I ?u4^Z ,:. 1 ?1 ?J? r y r f- ZS coy 5 re. ,-, C, l ?- 0 -/,g .7 , Sri A Z) c + 2 3? I a z Y? v? ?kz r y'3 f t [ ` C) r ?cl ` t }Z Z.O"l 1Z? ?l 21 -7 -7 ?.{2 13 1y `?? +L 1 ?? I S -k , Olt) CA sat . (8 'W 4-? -731c - T? 1'41 1 v) z 14 1. 90q AC -- Sidelwet lc Ar &i Arewk 08. 6-7 's- Sqo AL- c-- ? ? 5 vi - :L lY ? t?ir11 ?? ;A-re ?rI v i Zo' x 'i6' - -70c, ?f z Sic1 c,J.?cl k - IS? vc k S . 'So -3? Ac- 0,4 -? s - ?-(?' X _ = cry K z 44 Ol X (v' = 1v? . f ?1 cx SlneJ kcx> ------------------ 24 Z 1 'i Ac c- ZS-?`E ? i Sin e Gy,,e eAl ...? ?"? ??i?J .? .? ? ? S.,U?t? = x z - i ?vfz a _ tc? n ,G = t z 72, ? 3u 5,6-g ig ?? WETLA`J 4 ;OUP Office Use Only: FEB 2 7 2004 Form Version May 2002 USACE Action ID No. %.a ....,J F l1-1"I Lac111 13 11v1 aYyl,caMU w LIHS prOJeCt, please enter "Not Applicable" or "N/A".) 1. Processing 1. Ch ck all of the approval(s) requested for this project: ?Section 404 Permit [V Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ 7 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 12,14,3404,3374 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Walthom Group Mailing Address: 442 '/2 East Main Street Clanton NC 27520 Telephone Number: 919-553-5400 Fax Number: 919-550-3814 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: Steven S. Sanderson P. E. Company Affiliation: Sanderson Engineering Mailing Address: P. O. Box 2016 Wendell NC 27591 Telephone Number: 919-366-2016 Fax Number: 919-366-2017 E-mail Address: sssanderson@netzero.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than I I by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Cobblestone Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 1668-14-3853 4. Location County: Johnston Nearest Town: Clayton Subdivision name (include phase/lot number): Cobblestone Subdivision Directions to site (include road numbers, landmarks, etc.): Take US 70 East from Raleigh to Clayton. Turn right onto Boling Street (SR 1563). Turn right at Everett Avenue. Turn left onto Champion Street. Go 0.6 miles and project is straight ahead. 5. Site coordinates, if available (UTM or Lat/Long): X-2161174.0 Y-684662.6 (Note -- If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 5. Property size (acres): 136.743 acres 7. Nearest body of water (stream/river/sound/ocean/lake): Little Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Site is woods. Surrounding land uses are residential. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: Installing three road crossings and one waterline crossing All three-road crossing are less than 150' in length each and all occur on different streams The waterline crossing has a construction corridor of 40' and maintenance corridor of 20' 11. Explain the purpose of the proposed work: To tie a public waterline and to utilize the entire tract of useable property for development. 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. 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. The developer will not have any future requests for impacts, however, the Town of Clayton's Thoroughfare Plan shows the Southern Connector crossing through this property. The developer is building the portions of this connector that do not impact any wetlands flood plains or buffers. The Town of Clanton or NCDOT may in the future extend the Southern Connector and request additional permits. They may also tie together SR 1857 requiring a permit VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be Page 7 of 12 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: Install a 6" waterline under the stream bed of Ferrell Spring Branch and three road crossings of unnamed tributaries of Little Creek. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** indicate on ma) (acres) (es/no) (linear feet) 1 Roadway Fill 0.03 No 0 Forested 2 Roadway Fill 0.03 No 0 Forested 3 Roadway fill 0.03 No 0 Forested 4 Waterline 0.01 No 0 Forested Crossing * List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httn:/fvvww.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 5.00 acres Total area of wetland impact proposed: 0.10 acres 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number indicate on ma Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) I Roadway fill 127 UT of Little Creek 3' Intermittent 2 Roadway Fill 149 UT of Little Creek 5' Intermittent 3 Roadway fill 132 UT of Little Creek 3' Intermittent 4 Utility Crossing Temp. Impact 5' Ferrell Spring Branch 9' Perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, w-ww.mapqucst.coin, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 413' Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: HAr Open Water Impact Site Number (indicate on ma) * Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) i 11 t Coach uuPacl sCParatCly ano wenury temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation -0 - If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: VII. Impact Justification (Avoidance and Minimization) Expected pond surface area: 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. Unable to avoid impact due to need to tie to public utilities and interconnect streets Impacts were minimized by road crossin bein designs between 7511 and 90^ of stream beds Multiple (eight) designs were studied to achieve the minimum impacts possible All floodplains wetlands and riparian buffers outside these crossings are in open space to eliminate future impacts by homeowners. Requested and received realignment of Southern Connector from Town of Clayton to avoid a major linear impact at crossing #2 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state. nc. us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No d If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply ffer Requirements), or other (please identify )? Yes 2 No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact feet (square ) Multiplier Required Mitigation 1 12,780 3 38,340 2 8,520 1.5 12,780 Total 21,300 51,120 c.unc i extenus out su teet perpenmcular trom near bank of channel; Zone 2 extends an additional 20 feet from the edge of "Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Total Acreage 136.743. Impervious area 36.001 acres Designed as cluster subdivision to minimize impervious area. 26 acres of open space to dissipate and store storm water. Multiple small pipe outlets to energy dissipators and level spreaders to minimize single large pipe outlet 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. Town of Clanton Waste Water Treatment Plant XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No ? Is this an after-the-fact permit application? Yes ? No ? XIV. Other Circumstances (Optional): 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). 2- 2 o Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization` letter from the applicant is provided.) Page 12 of 12 356 ?? -VA, I I i 23 353 ??\ -- ? - ? ? 1r -- 111 - - _ _ --- •' ?M s io`\ ii\L\ 331..11 :iN - ?tJ =? ?/,%Hl>???` ?I C+?.. ?;r ?? \ \ ? ?) 8M"?? , o°utt ?Tr jl r of? "'"0n { ?00 - r r k `/ ?3a . C fit PSnaw / -- ?? ? \ \ 1. ? \??\^/i ? ???%. `?•'• /? ? I? ? ? ? ,J ? 111 ;? i .. 309 "\. \ ° ti - '264_ r a;•\. ?/:? I :(ry Il ?, No 11'/_ ou _ I 1 ?? J?\Uti??, y W tpq ank w { o. X j; ?aolewo .v XJ53 .?y;l-9 h1i w ??_'? ,,•? ,? `\\ III l.? i. c. /.. - ?wP ran ?.,? l???,_../. ?y n - u me ? c`?oJ:- :. ? n - - u'` D( psalY \\ I ^ _ .. 142 - it? - - I / C6Ayel ` - I ?• SO \, ?? \\ + Grave 7 ' ? ^ If, 771 322 .- Slephensopi -' ? - s - it ? i r ? i hem : I I 91 o I N 1 \( 30 ?. `J 1- •p\` / ? I?, 2SO I _ -250 .•?/r ,ry?? - _ 9./.. • 728 729 !30 7 '31 (POWNATAN) I he Geological Survey 5355 W SW SCALE 1:24000 * 1 0 z M N 1000 0 1000 2000 3000 4000 30 s from aerial photographs ? crv rican datum 5• I = la coordinate system 89 MILS i 1.30- CONTOUR INTERVAL 10 FEET 27 MILS for grid ticks, I NATIONAL. 0,Fnr,FTIC VERTICAL DATUM OF 1 93 SCALE 1"=50' ....... c...........`?.a..L.li ................. ..._.._............. SANDERSON COBBLESTONE SUB, D ENGINEERING CLAYTON, NC n 25-C NORTH MAIN STREET P.O. BOX 2016 WENDELL. NC 27591 RIPARIAN CROSSING #1 919-366-2016 919-366-2017 FAX Engrossing and Lmd Planning r ? DATE PROJ No. STATE CO. __ . 1-23-04 03-016 NC JOHNSTON 6 - ,0000° / 99,4111° \\ \ 23 ?QP NP T? S P At\ \ a 237 CROSSING LENGTH \ 72" RC PIPE = 80 LF HEADWALLS 2*3,5 = 7 LF DISSIPATOR = 60 LF TOTAL = 147 LF SCALE 1"=50' ... ..... _1.??.1.11_I I. I L!I-Tl.........._ . CA ESS/ ANDERSON COBBLESTONE SUB, AL l - ENGINEERING CLAYTON, NC 68 25-C NORTH MAIN STREET RIPARIAN CROSSING # 2 P.O. BOX 2016 WENDELL, NC 27591 F" 919-366-2016 919-366-2017 FAX Enale.«+n9 and Land Planning REVISED 2-25-04 / ?? q Y E R SP\\\` DATE 1-23-04 i PROJ, No. 03-016 STATE NC C0' JOHNSTON CROSSING LENGTH 54" RC PIPE = 80 LF HEADWALLS 2*3,5 = 7 LF DISSIPATOR = 45 LF TOTAL = 132 LF ?I 0?'EfJ S?IACE i ¢= 0 2 11?''r 93.7146°/ --"312 ` .... I ... ...........L?4.L.L11_I CAR II.L.lyT oFEs o C/) EA l P? SCALE 1"=50' SANDERSON COBBLESTONE SUB. ENGIoNEERIRNG CLAYTON, NC 25-C N MAIN P BOX 2016 W-3, -227591 RIPARIAN CROSSING #3 919 9-366-2016 9 91199-366-2017 FAX Enghow4,g and Lmd Plmnhg DATE 1-23-04 ?PROJ. No.03-016 STATE NC ??' JOHNSTON ? w W J 291 29 -"293 I f ti 105.00,00° 53? ?01'?N SPACE 55.8749° R\PPft\PN ? F?? 2 Q ? J ? Qti 3 o ti W o CROSSING LENGTH ,W CONSTRUCTION = 40 LF MAINTENANCE = 20 LF THE ANGLE ?F THIS CROSSING IS DICTATED BY HUNTSBERRY S/D RECORDED IN PB 44 PG 65 IN 1994 BEFORE RIPARIAN BUFFER RULES EXISTED, THE ROAD CROSSING IS NOT BE CONSTRUCTED DURING THIS PROJECT AND MAY NEVER BE CONSTRUCTED, ONLY THE WATERLINE IS BE CONSTRUCTED AT THIS TIME. CA Rp /. ?° oFE ip r E R ?SP'\\\ --- +rrli7iilitr SCALE 1"=50' SANDERSON COBBLESTONE SUB, ENGINEERING CLAYTON, NC 25-C NORTH MAIN STREET P.O. BOX 2016 WENDELL, NC 27591 RIPARIAN CROSSING #4 919-366-2016 919-366-2017 fAX Frglnasing and Land Planning DATE 1-23-04 , PRO J. No.03-016 rSTATE NC ?? JOHNSTON SCALE NA _..._..... \.?.t.?.a.L_l.l 11.114177.. .. .... ........ ................. _ ........ _ ......... . .. ....... ............... .. . ...... .. .. ........... _. CA Rp °?oFE Sao ` SANDERSON COBBLESTONE SUB s - ENGINEERING CLAYTON, NC rn ] 25-C NORTH MAIN STREET BOX 2016 WENDELL, NC 27591 VICINITY MAP /1 G 4/ _ 9119 9-366-2016 919-366-2017 FAX EnghswMq and Lmd Pomninq DATE PROD No STATE C0? q Y E R S??` 1-23 04 03-016 NC JOHNSTON it7l i i 1 i it ._.__...._ ?rtt l?_?d req ?tafe ??!iL??-$_ L?? ct??lieat.uhde?.- --- a _?e _?islse? !?!e1 fQ .dhow _?i?l C??ro?2Gf ?Gr?t_ ?ad blz?fiv-t C-47- Ac 0 15 w H T k:;??G 2 r O '< rvi;cnaei r. nasiey, juvern or William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality February 16, 2004 DWQ # 04-0163 Johnson County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Walthom Group 4421/2 East Main Street Clayton, NC 27520 Subject Property: Cobblestone Subdivision On February 5, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of development of a subdivision in Johnson County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500. Site Plan Details 1. Please provide the location of any proposed stormwater management practices as required by GC's 3402 and 3404. 2. Please provide detail for the stormwater management practices as required by GC's 3402 and 3404. 3. Please specify the percent of project imperviousness area based on the estimated built-out conditions. 4. Please indicate all stormwater outfalls on the site plan. 5. Please indicate the diffuse flow provision measures on the site plan. 6. Please discuss whether impacts are planned in the stream and buffer in Phase I near lots 94 to 100. The site plan appears to show impacts to this channel or some sort of easement, which may lead to impacts. Mitigation Details 411 feet of compensatory stream mitigation maybe required for this project. Please provide documentation as to whether you believe the streams to be perennial or intermittent and why. Buffer and stream mitigation may be required for impacts associated with stream crossing # 2 since the true length of stream impact is about 160 feet. The Length of stream impact should be based on the channel length accounting for sinuosity and meanders as well as any required energy dissipaters. Nationwide Permit Details 9. Please indicate which 404 Permit the USACE would use to authorize this project. 10. Impacts associated with the road crossings will require application under Army Corps of Engineers Nationwide Permit # 14 or 39. Please consult with Army Corps of Engineers regarding which appropriate permit to use. N=NR N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr,state.nc.us/ncwetlands) Customer Service #: 1-877-623-6748 Please telephone Ed Schwartzman at 919-715-3477 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Sincerely, LLQ? 11-" n R. Dorney Water Quality Certific tion Program JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Sanderson Engineering, post office box 2016, Wendell, NC 27591 Sanderson Engineering, Inc. , , a. LIEVV N VF 25 C North Main Street Post Office Box 2016 Wendell, North Carolina 27591 Phone (919) 366-2016 TO Fax (919) 366-2017 ?Ic?! Ca)t,? la???r DATE JOB NO. 2 -'-?-® 03-0 ATTENTION RE: C03 /t,s •-G sl -,_'> WE ARE SENDING YOU Attached ? Under separate cover via ? Shop drawings ? Prints ? Plans ? Copy of letter ? Change order ? ? Samples the following items: ? Specifications COPIES DATE NO. DESCRIPTION WETLANDS/ 401 GROUP -- `S _ )4 WIAf 01 JAI I ,.a THESE ARE TRANSMITTED as checked below: For approval ? Approved as submitted ? For your use ? Approved as noted ? As requested ? Returned for corrections ? For review and comment ? ? FOR BIDS DUE 19 REMARKS iL Z o l COPY ? Resubmit copies for approval ? Submit copies for distribution ? Return corrected prints SIGNED: N enclosures ere not ss noted, kindly notify us rX, et ? PRINTS RETURNED AFTER LOAN TO US WETLANDS 1401 GROUP FEB 0 5 2004 Office Use Only: WATER QUALITY SECTION Form Version May 2002 4_44_0* 1 fig USACE Action ID No. DWQ No. ?.=y }=aa.n.u?a! uci„ 1b ,lut ayNu ;dU1U l0 tnis project, please enter "Not Applicable" or "N/A".) 1. Processing Che all of the approval(s) requested for this proje Section 404 Permit Riparian or Watershed Buffer Rules ? ection 10 Permit El Isolated Wetland Permit from DWQ Y401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Walthom Group Mailing Address: 442 1/2 East Main Street Clanton NC 27520 Telephone Number: 919-553-5400 Fax Number: 919-550-3814 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: Steven S. Sanderson P. E. Company Affiliation: Sanderson Engineering Mailing Address: P. O. Box 2016 Wendell NC 27591 Telephone Number: 919-366-2016 Fax Number: 919-366-2017 E-mail Address: sssandersongnetzero.net Page 5 of 12 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 plant must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than I 1 by 17-inch format; however, UYVQ 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: Cobblestone Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 1668-14-3853 4. Location County:- Johnston Nearest Town: Clayton Subdivisi.on name (include phase/lot number): Cobblestone Subdivision Directions to site (include road numbers, landmarks, etc.): Take US 70 East from Raleigh to Cla on. Turn right onto Boling Street (SR 1563 Turn right at Everett Avenue Turn left onto Champion Street. Go 0.6 miles and project is straight ahead 5. Site coordinates, if available (UTM or Lat/Long): X-2161174.0 Y-684662.6 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 163.125 acres 7. Nearest body of water (stream/river/sound/ocean/lake): Little Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Site is woods. Surrounding land uses are residential Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: Installing three road crossings and one waterline crossing All three road crossing are less than 150' in lenath each and all occur on different streams The waterline crossin has a construction corridor of 40' and maintenance corridor of 20' 11. Explain the purpose of the proposed work:_ To tie a public waterline and to utilize the entire tract of useable property for development 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. 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. The developer will not have any future requests for impacts, however, the Town of Cla. on's Thoroughfare Plan shows the Southern Connector crossing through this property. The developer is building the portions of this connector that do not impact any wetlands flood plains or buffers. The Town of Clayton or NCDOT may in the future extend the Southern Connector and request additional permits. They may also tie together SR 1857 requiring a permit VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be Page 7 of 12 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: Install a 6" waterline under the stream bed of Ferrell Spring Branch and three road crossings of unnamed tributaries of Little 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** indicate on ma) (acres) (es/no) (linear feet) I Roadway Fill 0.03 No 0 Forested 2 Roadway Fill 0.03 No 0 Forested 3 Roadway fill 0.03 No 0 Forested 4 r r: Waterline Crossing 0.01 No 0 Forested a,aL cac,l uapacl scpatamy anu iuenury temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 5.00 acres Total area of wetland impact proposed: 0.10 acres 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number indicate on ma Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) 1 Roadway fill 127 UT of Little Creek 3' Intermittent 2 Roadway Fill 147 UT of Little Creek 5' Intermittent 3 Roadway fill 132 UT of Little Creek 3' Intermittent 4 Utility Crossing Temp. Impact 5' Ferrell Spring Branch 9' Perennial "- Lim calm uupact separatery and iaennry temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at Wvvw.usas.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, wvvw.mapquest.coin, etc.). Cumulative impacts (linear distance in feet) to all streams on site: _ 411' Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: r"I r Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody if applicable) ( Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) lk 1 ..L -- caC„ uupma xparatciy and iaemiry temporary impacts. impacts include, but are not limited to: till, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation ? 74 If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Unable to avoid impact due to need to tie to public utilities and interconnect streets Impacts were minimized by road crossing being designs between 75^ and 90^ of stream beds Multiple (eight) designs were studied to achieve the minimum impacts possible All floodplains wetlands and riparian buffers outside these crossings are in open space to eliminate future impacts by homeowners. Requested and received realignment of Southern Connector from Town of Clanton to avoid a major linear impact at crossing #2 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetiands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wr-o/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply ffer Requirements), or other (please identify )? Yes No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 12,780 3 38,340 2 8,520 1.5 12,780 Total 21,300 51,120 c,uuc , extenus out su teet perpenaicuiar trom near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Total Acreaee 163.125 Impervious area 59 acres Designed as cluster subdivision to minimize impervious area. 26 acres of open space to dissipate and store storm water. Multiple small ape outlets to energy dissipators and level spreaders to minimize single large pipe outlet 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. Town of Clanton Waste Water Treatment Plant XIII. Violations (required by DWQ) Is this site in violation of DW Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact perm^it ?plication? Yes ? No L?' XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 ?`.` r a = //'.. 366 iv, 356 2.3 • 353 /Y Nk' O BM - •? c? 348 y 331 300•/ •?._? . Q\ .A?^ i. - - \` \ \ . p0 n O' O •7. I '? 4r i .II 'Co //.. ? r 1 I/, r \ ?, psi ,I? / ??r??? -_ - _.? - ?? I -?/?;y0 V/ ?\ r :.•/ .tom -./- ; 1 /,? ?- ??l 11 ; // V' •/ • ? ? ? ? ?A\ :" \/ . •••. • ?/•SeA\<\ ??j /) .. /l T ry y " Oeutt lvlbigoy jpl r/A San 2 I Tr ler- ?? ?.. 1 :? 7j t>'?? \I `\???1n >r/{•B M\%; I>r"O \ ?' \ ? k ? ??1 AFB<I '? ? r'FI?? x`34 ?/l ,?t?Y:£rtumi, 1 / r ,'? ` L _ •. \<????''? ', ? z. l%` - ,-? r ? III ? . 309 ° X264 vii. C ^370 ,I.. Y o'er - /? ,, /ti.?', ?r?j •1W ank 3 L'??(` .o X JSJ , w F9 1 C-?'J .C/ r. 'tibrne RI ' Se D(7' sal 1 ?•/ \ \?. ? 1 1 ? ?i? •t 142 - F /\ Chayel . - \ A - ?? _/ \ \ \ \ Grave p ?,? SF p - I\\ ?- --rte I / ?I ?•I1 ? ?? ???\\\ - -._ ?/? \ = / 300. a \ A i_ Stephenson X11 \ s . I / 1 )h ` _ ??• 3? C J? .. --??' `•'s" u - ? ) Gem:: !i 4, r ;?, _ ?• ?; (ao - i j Job 305,_x/ Iv, t? _ '•' :''\ 1so. I' - 250 ry,, 128 129 13U 131 (POWHATAN) he Geological Survey 5355 /// SW SCALE 1:24000 0 MINI s from aerial photographs ? c1000 0 1000 2000 3000 4000 1 5 0 rican datum 5 --- la coordinate system be Mi?s1i '°'0' CONTOUR INTERVAL 10 FEET II 2?M?L$ '1Errf-T'C for grid ticks, N^TI"?rlAI VERTICAL DATUM nF tc 100 YEAR FLOOD PLAIN -ter ' ss SANDERSON i j SCX '' SHM M SSS i ENGINEERING COBBLESTONE SU?MSION PoPARIAN BUFFER '?'? JAff ?" " i SSS ! I 25-C NOMM MAIN STREET CLAYTON, NC (I CR033NVG MAP 6 P.O. 60X 2016 WENDELL. NC 27591 ?? ruE NA IE ?' OF, 1 '- 3 - Q ,n,s SSS 919-366-2016 919-366-2017 FAX! _ _,__. L-d CROSSING LENGTH 48' RC PIPE = 80 LF HEADWALLS 2)K3,5 = 7 LF DISSIPATOR = 40 LF TOTAL = 127 LF i COBBLESTONE S/D PHASE 1 PB 40 PG 301 94 99 96 93 SCALE 1"=50' ss COBBLESTONE SUB. SANDERSON ) ENGINEERING CLAYTON NC n 25-C NORTH MAIN STREET P.O. 6 2016 W, NC 27591 RIPARIAN CROSSING #1 919-366-2016 91 9199--3366-2017 FAX N ??? \Q Engineering and Lmd Planning '? q wY E R SP'' I DATE 1-23 04 °ROJ. No.03-016 1' STATE NC C0' IHN TON ... ..... _?4.?.?..1 .. ..... 11- ... 1 111 110}ll..---- .. . ............--... .. ..._... 1111 _.._..._.._ .11.1 ......... ......_....... -111111 _.. _ ...... ... .......... .............. 1 994111° I \ WREN S PAq 60 , NPG CROSSING LENGTH 72" RC PIPE = 80 LF HEADWALLS 2)K3,5 = 7 LF DISSIPATOR = 60 LF TOTAL = 147 LF r.0000y?? 'mil 2C? j 237 8 \ ?23 SCALE 1"=50' \?ka. L._..._. L1 r?_ . ......, _..... q ESAR?? F o COBBLESTONE SUB SANDERSON C/) A ENGINEERING CLAYTON NC 25-C NORTH MAIN STREET 6 19BOX2016W-3,NC27591 RIPARIAN CROSSING TT2 919-366-2016 9 91199-366-2017 FAX Engfnwing and Lmd Pimning ??'? q E R S\\`\,, DATE 1-23-04 PREM. N0.03-01GTATE NC ??' J?HNST?N CROSSING LENGTH 54' RC PIPE = 80 LF HEADWALLS 2w3,5 = 7 LF DISSIPATOR = 45 LF TOTAL = 132 LF FN S AC c 0 2 0 11 ?Zt4? Li i.t.l..trrr CA , Rp ?? ? oFES o CIO EA IN ''??gwYER SP?. . !._'.'..f .1.1.1. ? i SCALE 1"=50' SANDERSON C?BBLEST?NE SUB. ENGINEERING CLAYTON, NC 25-C NORTH MAIN STREET P. O. BOX 2016 W-3, NC 27591 RIPARIAN CROSSING #3 919-366-2016 9 91199-366-2017 FAX Englnwlnq wd Land Planning DATE 1-23-04 PROJ, No,03-016 STATE NC &E J?HNST?N T 9 146°' 312 ` 0-, 13 6 295 291 291 w -j293 105.00,00° 55.8749° z ? W J 2 \ 0l / iQT Z ? ~ W r CROSSING LENGTH '? CONSTRUCTION = 40 LF ~ MAINTENANCE = 20 LF 537 X94 OPI N SPACF THE ANGLE ?F THIS CROSSING IS DICTATED BY HUNTSBERRY S/D RECORDED IN PB 44 PG 65 IN 1994 BEFORE RIPARIAN BUFFER RULES EXISTED, THE ROAD CROSSING IS NOT BE CONSTRUCTED DURING THIS PROJECT AND MAY NEVER BE CONSTRUCTED, ONLY THE WATERLINE IS BE CONSTRUCTED AT THIS TIME, CA Rp NJ- YFR SP? SCALE 1"=50' SANDERSON COBBLESTONE SUB, ENGINEERING CLAYTON, NC 25-C NORTH MAIN STREET P.O. BOX 2016 WENDELL, NC 27591 RIPARIAN CROSSING #4 919-366-2016 919-366-2017 FAX Engnwrinq and Land Plmnnq DATE IPRDJ No, STATE Co. 1-23-04 j 03-016 NC JOHNSTON VICINITY MAP - CLAYTON, NC ......................... ?.A_LI I_LI Il.1.F. ................. ????N CA R0 rn A YFR cx SANDERSON ENGINEERING 25-C NORTH MAIN STREET P.O. BOX 2016 WENDELL, NC 27591 919-366-2016 919-366-2017 FAX Enghowing and lmd Planning SCALE NA COBBLESTONE SUB. CLAYTON, NC VICINITY MAP DATE 1-23-04 1 PRDJ, No. 03-016 1 STATE NC ?D' J?HNST?N North Carolina Michael F. Easley, Governor Are - WA r NCDENR Department of Environment and December 8, 2003 Steven Sanderson Post Office Box 2016 25-C North Main Street Wendell, N.C. 27591 Subject: Neuse River Basin Riparian Buffer Rules NBR 03-260 Green Property/Campbell University South of Cobblestone Subdivision Johnston County Dear Mr. Sanderson: v\lilliarn G. Ross Jr., Secretary I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as NBR 03- 260. An evaluation of the stream features present on the property was performed on October 28, 2003 to determine whether or not the site would require compliance with the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code 15A:20B.0233. The features represented on the Johnston County Soils and the Clayton USGS topographic maps were evaluated to determine their subjectivity to the Rule. It was determined that there are two stream features depicted within the property boundaries. As a result of the site visit, it was determined that Feature A is subject to the Neuse Buffers throughout its extent on the property and Feature B, which is tributary to A, becomes subject to the buffers approximately "mid-property" as depicted on the attached map. This letter addresses only those issues involving the riparian area designation. For information relative to buffer impacts, water quality permitting, 401/404, or wetland issues, please contact Mr. John Dorney at 919-733-1786. Thank you for your attention to this matter and if this Office can be of any other assistance or if you have additional questions, please do not hesitate to contact me at 919-571-4700. Sincerely, Steve Mitchell Environmental Scientist cc; RRO/John Dorney Land Quality H:\buflet.for\buf03\greenprop.260. One 1628 Mail Service Center, Raleigh, With Carolina 27699-1628 NorthCarolina Natmally Phone: 919-571-4700 \ FAX: 919-511-4718 \ Internet: wvvw,enr.state.nc.L.is/ENRI An Equal Oppoilunuy Lu1plo,,:•r 50 Ne"i "d ` 10 Po"I ;onsunier Nape( Natural Resources UNITED STATES POSTAL SERVICE First-Class Mail -, USO e & Fees Paid' Permit No. 0-10 • Sender. Please print your name, address, and ZIP+4 In this box • NC DENR Division of Water Quality Wetlands/401 Certification Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 0 i f,1 1l,li;ilfi1III III I L4tIl11ll1 ii1«}l1f1l,fl11,,,11f ¦ Complete Items 1, 2, and 3. Also complete Rem 4 If Restricted Delivery Is desired. ¦ Print your name and address on the reverse so that we can return the card to you. ¦ Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: VLoq? O 4. O iu-j ?OrlrlSOn ujcLl +h o m C-1ro u p H q a '/ 2 Foa.S+ Mo i n Si C ay +o n , l\( C- -L-152o A. Sign X nted Name) C. :J" / D. Is delivery address different from Item 1 If YES, enter delivery address below: 3. Service lype ? Certified mail ? Express mail ? Registered ? Return Recelpl ?. Insured Mall ? C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number 7pp2 241 0??3 0275 4148 (nansfer from service label) PS Form 3811, August 2001 Domestic Return Receipt Who Reviewed: . DWQ# l plan Detail Incomplete G1 G?5(? SJ- QG? aT?? ?/ Please provide a location map for the project. G'Vo55L4Yi)J1 A Co ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan, F/ a5e_ bon-5 Please show all wetland impacts including fill slopes on the site plan. 1?t// G?? ??af?i??? ra0?l?Pria ILO ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot layout as overlays on the site plan. JV Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the:site plan. ? Please provide cross section details showing the provisions for aquatic life passage. lvJ Please locate any planned sewer lines on the site_plan. Please provide the location of any proposed stormwater management practices as required by GC Please provide detail for the stormwater.management practices as required by GC 3 t y?? _r d Please specify the percent of project imperviousness area based on the estimated built-out conditions. Please indicate all stormwater outfalls on the site plan. Please indicate the diffuse flow provision measures on the site plan. ? Please . di a whether or not the roposed impacts alrydy been cond cted. I Av?itian ce?and/or Miizatlon of Provided 1 a? ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please revise the plans to avoid the impacts. ? This office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because Please revise the plans and provide calculations to show that diffuse flow.will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove'nutrients before the stormwater can be discharged through the buffer.. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. - Y-Ekt ? Please provide a signed copy of the application. v G!' '" ?p d ? Please provide copies of the application, copies of the site plans and oth supporting information. Mitigation n'!0. be, ?/PiQ l ?i ??Or7 CW -b ) r n Ej q11 of compensatory 5t`emmitigation IS required for this project. Please ovide p? Me-of tMe. pl S-f'/ P? ?Yl s // 101M l 6-? C Please indicate which,404 Permit the USACE would use to authorize this project. G?S E A %S? 6???J? x 7 I? P /?r???nh?/ ?CYJ4?ln ?unfin9 fd; P??uo?,.S,y _ .-_--.---------.----___-._._l I ~ VICINITY MAP - CLAYTON, NC H a N r i I 0 I I I i VES M NS DR ~ , Yp R I I I i~'. ~ ~i ~ i 1 1~ _ - ~ ~ I ~ I ! ~ i I ~ { ~I i ~'.1 i i ~ \ ~ q~ I t l ~ V i k N F FRANK HOLDING I r ~ i ~ Ijp'~ i ~ \ ' \ ~ ( ~ i ~il~~i III \ ~ DB 595 PG 521 ~i I ~ I 1 ~ ~ \ i I i i ~ ~ _ ' ~ ~ I I I f ~ ~ v' r f . _ _ T. r - , ~fi~. ~ ~ 1 ~ I ~ ~ ~ 1 ~F-.A T r-- ~ i ~ ~ i _ I(~ i ,<< ~ _ i~ !654 ~ 666 ~ 556 ' i 567 ~ ! S68 ~ I 360 , I ~,r I 1 ~ I r lei 1 ~ . ,T~~' ~ _ ~ , ~ ~ P~ I~ ~ ~ ~ 339 i. 1 i ~ 561 ~ 1 . ~ 1 a I 1 it ~ i' ' It ~2 _ _ ~ __i L__ L_ j ' _ L ~ - - 1- ' f ~ } ~ i ~ ~ l ` ~ - 114 ~ ~ ~ I i A i ' 1 ~ ;r~~ v 1 r. _ L" " _ ~ , OPEN SPACE _ - - _ _ _ _ , , - ~ ~ 113 ~ ;1 - f a _ _ ~ ~ 566 ~ ~ 5651 ~ ~ 364 1 , 563 ~ S62 i ~ N I i, 1 ' ~ l00 1~ ~ ~ I 1 ll~ i `y'` J 1 112 i<. `r_ lr ~ I i ~ ~ i' 1 I~j I ~ l a F.... 1. _ t 1567 t ! I r ~ ~ 5701 ~ 671 i M1' _ 1 ~ f~~ - ~ to3 f r 1 I ~ ~ ~ i`~ - - I r _ _ ~ ~ t , ~ i~ - ~ ~69 ; r, ~ ~ ` v ` ~ ~ - ~ 1 ~ I= ~ v 98 - , i 1 1 ~ ~r ~ ~ _i 1 ~ ` ~ 572 ~ i ~ r , ~ S68 ~ ~ i ~ ~ _ ~ r_l/ y ~ ~ v if;,( 104 ~ V ~"mod ~ ~ 11 _ 1 1 TOfNN OE CIAYiON ~ --1 _ ' - ~ 1~ ~ / ~ 96 v... I ~ A ' ' - ,;I COBBLESTONE vv P p _ i 573 ;D81496~ PG 218 - , ~ ~ ~ y; ~ ' `v ~ 97 105 109 L~ IG~~S~R t ~ 1 ~ ~ , ~ t' i ~ i ~~yuab^' , ~ ~ - JS74 , , ~ ~ ~ - ~ ~t~ ~ 9 ~ \ 106 l ~ ~ a ~ - ~ i ~ ' ~ ~ ~ 107 iI ~ ~ i i _ i r'~ 1 ' 1 I 376 1 ~ / ~ i i _ ~ . 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I ' ! i i ~~uiniili~r~ I I ' I ~ (I SHEET ND. ~ ' 1 ~ % ~ SCALES ~ i i ! , , ~ ~ e n _ ~i, ! nrcrruro ~ ~ ~ _ _ _ ~ 11 w I'll . uu.~ u 11N v v 1 w r' DATE JAN duu4 HORIZONTAL)BBLESTONE SUBDIVISION RIPARIAN BUFFER ~ I ~ESSI~ 9 DRAWN S S S ENUNEER C COBBL -'IN 03-016 1#=2001 SE PRQJ~ # A SE L - o- VERTICAL - V) r, 11688 CHECKED S S S 25-C NORTH MAIN STREET NC CROSSING MAP ;DWG FILE # 03- CLAYTON, 1 NA I P.O. BOX 2016 WENDELL, NC 27591 OF, 1 i 3• Zoo DATE 919-366-2016 919-366-2017 FAX "m DESCRIPTIONS DATE 4c TN~~NFF PROJ. ENG. SSS LAYER Engineering and Land Planning VICINITY MAP -CLAYTON NC / zN N D i ! 1 I I ' I , r---- i - - _ ~ ~ ~ - YO ~i ~ _ _ _ _ _1 _ 1_._, ~ I~ _ _ _ _ , ,h , U _ _ I i--~ _ _ ~ i ~II i \ I ~ ~ - it ~ ~ III i T'~ I III ~ ~ ~ r \ III i 1t i I~I \ ,I I 1 _~i! ___L ~ I I 7` I i N F FRANK HOLDING i \ ~ ~ ~ ~ ~ ' - DB 595 PG 521 1 i q , nl I \ I ~ ~ ~ ~ ~ \ ~ I i ~ l . \ ~ II(I;; ~ I I h ~ ~ J - - - - _ - t , - - _ - r - - _ - - - _ - ~ ~ ~ ~ 4-..._; _ ~ a; > >r fir` ~r~ ~c ;r ~ ~ i I _ ~ ~ M - I C I l i p .I f ~6 11 I I~ I I ~9 I i I I I ~ ~ ~ - - ~ ` I r ~ j 2 ~ ~ L.- ~ l_ _I i _J L.. J L J ~ 1_.. -1 ~ I / / 1 ~ ~ ~ ~ _ ~ 1 ~ ~ it _ _ ~ _ ~ ~ _ L ~ _ - 1- _ - - , - - .,-~l ~/i I 7 114 ~ / i ~ r `1 , ~ I m OPEN PAC I ~ ~ - - n. 566 563 ~ 563 ~ loo Ir / - ~ ~ ~ i ~ ~ ~ ~ 1 1 I ~ ~I ~ ~ ~ L, ~i~ I ~ ~ 1 i{ I ~ lt2 f y L~ 1 r ~ , ~r ~ . - a J L_ ~ ._l _J ~ , I j ~i i ~ o L.. ~ it ~ 11 ~ ~ ~i~ ~ ~ , r I . h~ ~ ~ / ~ ~ / ~ "1 ~ 567 1 C~' ~ J i _..i _i ~ i ~ ~ 1A 570 571 A i ~ i ~ jj i` , A i~ I . 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I ~ A\\ ~ d~~~1 VIIIIPItlI '~9.~~~~~h ; DESIGNED i Ro' , IUI l I~'C ~~~I Us 10, G DRAWN S S S DATE, JAN 2004 SCALE _NGINEERIN F COBE ,a SEAL o COBBLESTONE SUBDIVISION ~ RIPARIAN BUFFER i~ ~fT1 - ft CII€Cfr€D S S S '1r 666 '15-C NORTH MAIN STREET L 03-016 2CLAYTON, NC CROSSING MAP DWG FILE r 03-016 ~i VERTICAL, 1 REVISED GP AT CROSSING #2 PER JOHN DDRNEY 2-16-04 2-26-04; 1 paaJ. ENS S P.O. BOX 2016 WENDELL, NC 27591 ' 1 -4 SS 1 IREV,N0. , DESCRIPTIONS DATE ~,,5 E f9919-366-2016 919-366- qW 2017 FAX I - REVISIONS YE Engineering and Land Planning i I j -----T-..~. - i ~ ~ ~ -,~_____-r-_._ ~ --j- _ ` I - ~ I ~q ~ 1 i ,!I j i ~ 1 ~ ~ i ~ i ~ ~ ~i~ ~I i i ~ a i ~ 'I i _~_i ~ I, i ~ ~ ~ r I y ~ L 1 i _ j I I ~ ~ - ~ ~ ~ ~ ~ i r ~ ~ I I 1 \ ~ I ~ _ _ _ ~ i~ i ~ ~ I I I ~ ~ _ -r-._. , ~ ~ l r_ ~ ' i r , ~ i I I ii~ ~ I l~ i it°~ ~ ~ ~ I i~~~ ~ ~ I I I ~ ~ i 560 561 ~ ~ ~ i Ili 1554 ~ 555 556 ~ 557 558 ~ ~ 559 I i ~ \ ~ , ' ~ I II ~ ~ i ~ I- ' ~ ~ l ,~~1 ~ ~ \ - i / ~ ~ I. -s - ;~i ~ _ , ~ ~ ~ ~ ~ i I r- ~ ~ I / / i ~ ~ I j I ~ / r 11 r ..._-J I - i ~ i I. I ~ I I _._r_ ~ . ~ ~ ~ ~ ~ ~ l ~ r / i 12'L?RAiNAGE.EASEM~Ni ! - - - - / - - - _..-_M - ~ _ y _ _ _ ~ ~ ~ - _ - ; / ~ 101 / ~ / 113 r - , - / 1 I _ -r." ~ ~ / ~ ~ • ~ 1 ~ % , ~ V~ ~ 100 1 i ~ 1 ~ 1 ~i~ l~~ i w I, ~ III __._I ~ I 112 ~ r ~ / l02 Q - ~ ~ . 566 I 5651 ~ 564 ~ 563 ~ ~ 562 , i ~ ~ i _ , ~ I ~ I , i ~ ~ l ~ i I i l ~ l ~ i ~ I ~ ~ I J I ~ V ~ ~ l i~ ~ ~ ~ - l ~ \ r ~ A~ _ - _ ~ 1 ~ ~ ~ l.~ r~ ~ ~ z I ~ ~ ~ - I I ~ ~ I ~ ~ ~ ~ ; ~ t 9 , ~ 111 ~ , ~ ~ ~ ~ ~ i,~ ~ ~ i ~ III ~ l ~ ~ ~ ~ ~ ~ 567 I ~ ~ ~ i } I ~ ~ 571 i ~ ~ I \ 570 i i ~ ~ -.y ~ i ~ ~ ~ ~ j ~ ~ ~ ~ ~ ~ I , ~ , i ~ ~ ~ ~ ~ 9e li ~ ~ u~ 110 i ~ ~ - - I I , ~ - t ~ - ~ 1 ~ ~ % ~ t I 11; r _ ~ 1_..-- ~ .i~ ~ i 96,a2at ~ ~ ~ 104 ~ - ~ 69 „ti! . i ~ ~ 572 ~ii' ~ i I ~ ~ ~ V A i ~ L- ) ~ i i ~ _ ~ I I ~ I ~ / , _ ; ~ / i ~ I 568 i I~ i - ! ~ ~ \ V ~ 96 ~I ~ ; i I I ~ ~ , , ~ 105 09 I . . 1 ~ . ~ 97 ~ ~ ~I ~ ',~i,• 573 ~ ~ ~ , ` ~ ~i,{ I ~ j / ~ ` - _ i ~ ~ - A ~ ' f l - Y / . ~ ~ ~ I ~ ~ ~ / ~ ~ 106 I \ ~ ~ 94 ~ ~ ; ~ 107 ~ I ~ 1 I i / 1- ? ~ A ~ ~ \ ~ 108 ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ,1 I ~ . 1 ~ ~ ~ I I !J I 1 575 ~ _ _ ~ j _ `r- ~ il'` I ~ ~ ~ % °Y -~----1i ~ i _ r ~ _ I / ~ i _ y . _ , - I ~ , - , -c _ ~ ~ i _ _r., ~ ~ . , 1 1 _ --~~-~"I I~~.~,/--- ~I 577 , 'If A !l / / ~ _ \ i ~ / - - ~ 1 576 ~ 92 87 I li ~ " ~ ~ ~ ~ / i 4 ~ ~ ~ ~ r , ~ / ~ 57ia l ~ ~ . ~ ~ / " i w ~ ~ t _ ~ _ ~ ~ ~ / ~ / I ~ _ _ , I ~ ~ ~ , / i ~ ~ i I _ I L 1 ~ / I As~N ~ ~ ~I KAINAC,F.~'.~'~~ ~ i ~ ~ ~ ~ 12 ~ ~ 'i r~-_. ~ i _ ~ ~ ~Ci, I ~ - ~ ~ ~ ~ j ~ -1 ._~y~Ci; i I ~ ' ~ I 579 , - / i~l I ~ 580 1 ~ i ~ ~ _ 1 / _ ~ ~ ~ - -7 ; 201 ~ ~7 1 / / ~ - - r-- - `I ~ 12 ~ 211 / ~ ~ ~ , ~ ~ 215 214 I 213 2 ~ - - 'i 581 4 I ~ ~ ~ I 584 ~ , ~ I ~ / ~ ~ 583 85 ~ / ~ ~ ~ I ~ ~ Ai. 210 ~ nil / ~ it j I~ j 202 i G 2 ~ r__ - ~ ~ { I ~ i~ _ ~ - / ~ 582 A 1 , ~ - ~ il~ ~ ~ ~ ~ - ~ ~ _ - - _ - 209 203 1 ~ I! ~ _ - - - - - ~ ~ l ~ ~ - , t-'- ~ ~ i ~ ~ \ / \ ~ ~'i ~ - I'' r J i ~ 254 . ~ i i ~ r.- 253 ~ ~ / i - swi-'~ ~ ~ % „ - ~ i , INAG E _ ~ V j ~ i ~ - ~ %i ~ ~ 255 ' ~ 1 ~ i i / ; I ~ ~ ~ 208 204 ~ / v ~ I I 12;~A ~ i ~ ~ ~ ; ~ t ~1 - ~ ~ / 257 ~ , / ~ 256 ~ r' ~ ~ ~ ~ ~ 252 1 t A, ~ ~ ~ / ~ i ~ ~ 226 6 ~ i; ~ ~ ~ ~ - ~ 270 ~ , ~ ~ ~ ~ , / r'" ~ ~ 269 , j ~ ~ i , ~_i 1 % ~ to \ / / ~ ~ 258 1 ~ ~ i ~ 258 • 268 , ~ ~ - ~ i' - - i - ~ - ~9 ~ / 259 r~ , ~ ; ~ ~ ~ ~ I ~ r-- ' i i ~ i 9 ~ ti i ~ ~ ~ 207 ~ ~ ~ / ~ ~ ~ ~ 22 ~ ~A,-- ~ ' /,i . ~ _ ~ ~ ` J,~ , 205 ~ t ice/ ~ . ~ ~ ~ shy ~ ~ - r ~ ~ ~ 26 I ~ \ ~ - _ 228 ~ ~ ' l 266 ~ 1 ti ~ I l._.._- I r / ~ i 1 ~ 265 i - ~ ~ I ~ / - ~ ,,1 ~ _ r , ~ 264 1 r~' ~ ~ ! ~ ~ 206 ~ r" i t 'i ~ / i , ~ i i ~ ~ 26 ~ 99,4111' j % / 260 263 ~ ~ ' . 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ONLY THE MATERLINE iS BE CONSTRUCTED AT THIS TINE, ___._--___.-__~__-.----..__.___..------__.~_r_~____.__..~_ f---------------._____~_..~_...__._...._~.__~._____~__._._~____~--__--.---_-- - w ~ CAR ; ~ ~ ; i~~ I I ~ w , ~ 0 i ; ; i SCALE SHEET N0, l t ~ ~ ~I ~ j DESIGNED S S S ~ ~ ! ; 'I'll - - ~ ~ ~ . ~ _ _ ~ DATEI JAN' 2004 u~RT711NTAl r m ~ ~ ~ SSA ~ :I ! 1I AA ~ U/N DRAWN ENI COBBLE a m =STONE 8UHLAV161UN RIPARIAN BUFFER SE PROJ, 6 I i 1 -=1oa ! p 2~ C NORTH MAIN STRE ET C' CHECKED S S S CLAYTON, NC CROSSING MAP DWG FILE 03_os ~ VERTICAL, II P.O. BOX 2016 WENDELL, NC 27591 CLA~ C 4 g/ PROJ. ENG. S S S 3 ; YER j DATE 919-366-2016 919-366-2017 FAX ~ REV,NO, DESCRIPTIONS DATE Fn ineErin and Land Planning REVISIQNS