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HomeMy WebLinkAbout20041640 Ver 1_COMPLETE FILE_20041008o?0 W A CO Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources December 23, 2004 Weyerhaeuser Real Estate Co. 1412 Eatonton Highway, Suite 700 Madison, GA 30650 Alan W. Klimek, P.E. Director Division of Water Quality DWQ Project # 04-1640 Craven County Page 1 of 3 Subject Property: Craven 32 Tract, Thurman Road (SR1116), New Bern, NC Brice's Creek [03-04-10, 27-101-40-(1), C Sw NSW] Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions To Whom It May Concern: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 123 feet of streams and 17,265 square feet (ft2) of protected riparian buffers for the purpose of constructing road at the subject property, as described within your application dated November 10, 2004 and received by the N.C. Division of Water Quality (DWQ) on November 12, 2004. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. 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, and Non-discharge 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 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. The Additional Conditions of the Certification are: 1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification are met. No other impacts are approved including incidental impacts: Amount Approved (Units) Plan Location or Reference Stream 123 (feet) Buffers 17,265 (square ft.) 401 Oversight/Express Review 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 Noe Carolina Nawri l«y Weyerhaeuser Real Estate Co. Page 2 of 3 December 23, 2004 2. Buffer Mitigation Plan - You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation to compensate for impacts to the protected riparian buffers was calculated to be 37,111.5 square feet as required under this Authorization Certificate and 15A NCAC 2B .0242(3). You shall submit a mitigation plan as required under 15A NCAC 02B .0242 to this office for approval. The mitigation plan shall be approved by the DWQ before any of the impacts approved under this Authorization Certificate occur. Mitigation plans typically proposed include Buffer Restoration or Enhancement [15A NCAC 02B .0242(9)] or Payment into the Riparian Buffer Restoration Fund [15A NCAC 02B .0242(7)]. 3. Diffuse Flow (Review) - All constructed stormwater conveyance outlets shall be directed and maintained to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without re-concentrating. If this is not possible it may be necessary to provide stormwater facilities that are considered to remove nitrogen. Additionally, a stormwater management plan for this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the protected buffers or nitrogen removal as described above will be achieved. 4. Erosion & Sediment Control Practices - 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. 5. No Waste, Spoil, Solids, or Fill of Any Kind - 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 Pre- Construction Notification. 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. 6. No Sediment & Erosion Control Measures w/n Wetlands or Waters - 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. 7. Certificate of Completion - 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. 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 impacts or to conduct Weyerhaeuser Real Estate Co. Page 3 of 3 December 23, 2004 impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 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. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone Bob Zarzecki at 919-733-9726 or Tom Steffens at 252-946-6481. Sincerely, 'Alan W. Klimek, P.E. AWK/bz Enclosures: GC 3404 Certificate of Completion cc: Richard Collier, McKim & Creed, PA, 243 North Front Street, Wilmington, NC 28401 USACE Washington Regulatory Field Office DWQ Washington Regional Office File Copy Central Files Filename: 04-1640 MEMORANDUM TO: John Dorney Non-Discharge Branch Regional Contact: tom steffens WQ Supervisor: nnPr Thorne Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Weyerhauser Real Estate : Craven 32 Project Number O `-{ - 1040 Recvd From APP Received Date 11/12/04 Recvd By Region Project Type roadway for entrance to S/D County Craven County2 Region Washington Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. NBR Buffers K-7- _0N F- 27-101-40- I c s,, NSW 30,410. 0.40 123.00 Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/COnd 0 Deny Provided by Region: Latitude (ddmmss) Comments: Issue w/cond- Diffuse flow at non erosive velocities from roadside drainage features is required. Longitude (ddmmss) Installation of level spreaders may be necessal2?. Mifigatwon plao acceptable to reabn gjiven site specffifffic circumstances 11a.. o.e-t? C, c.c e,e aid cc: Regional Office Central Office Page Number 1 Triage Check List l - as -20 n (,v? ???Ueusv ??e?l ?s?e Date: Project Name: = Cr?v?n 3 2 DWQ#: Oc-(- tV(0 County: C rq,,?R To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes ? FRO Ken Averitte [] WiRO Noelle Lutheran ? MRO Alan Johnson ? WSRO Daryl Lamb ? RRO Mike Horan From: S?" (Cb Telephone : (919) 7 3 3 35 7 ? The file attached is being forwarded to\J?Kour for your evaluation. Please call if you need asostance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps ? Minimization/avoidance issues (?] Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: vM?M?cREED ??° C?'c??? LETTER OF TRANSMITTAL TO: NCDENR - DWQ 1650 Mail Service Center Raleigh, NC 27699-1650 ATTENTION: John Dorney WE ARE SENDING: ? Originals ®Prints ? Specifications ? Calculations DATE: November 10, 2004 PROJECT NO: 0910-0159 FILE NO: 40 RE: Craven 32 - Thurman Road (Revised Buffer Impact Submittal) TRANSMITTAL NO: PAGE 1 OF 1 ? Shop Drawings ? Samples ® Other - Quantity Drawing No. Rev. Description Status 7 1 of 2 Riparian Buffer Impact Plan G 7 2 of 2 Riparian Buffer Restoration Plan G 7 PCN Application 0 G 2 2004 DENR - WATER QUALITY AND SMR" TE R .. - ?. Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid E. Construction F. For Review & Comments G. For Approval H. See Remarks Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other 4. Amend & Resubmit 5. Rejected - See Remarks REMARKS: Application fee provided with earlier (October 6, 2004) submittal. This submittal is in response to review comments and revisions. 243 NORTH FRONT STREET, WILMINGTON, NC 28401 (910) 343-1048 FAX (910) 251- cc Tom Steffin, DWQ w/ 1 set (UPS NDA) McKIM & CREED, PA Scott Jones, COE w/ 2 sets (UPS NDA) Taylor Downey, Weyerhaeuser w/ 1 set Kip Peragoy, Carolina Creek w/ 1 set (UPS NDA) 41SjzI cat4e-14-) File w/1 set (Flat Files) Signed Bobbie Caison for Margaret Gray S:\0910\0159\10-Comm\111004 NCDENR Trans.doc NOV 1 2 2004 Office Use Only: "g dRWM ANA Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NA 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: ? NA 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: ? NA II. Applicant Information 1. Owner/Applicant Information Name: Weyerhaeuser Real Estate Co. Mailing Address: 1412 Eatonton Highway, Suite 700 Madison GA 30650 Telephone Number: 706-342-3306 Fax Number: 706-343-1895 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: Richard Collier Company Affiliation: McKim & Creed P.A. Mailing Address: 243 North Front Street Wilmington, NC 28401 Telephone Number: 910-343-1048 Fax Number 910-251-6682 E-mail Address: rcollier@ .,mckimcreed.com Page 5 of 13 S IIL 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 adetailed 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: Craven 32 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): 7-104-9010 4.: Location County: Craven Nearest Town: New Bern Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Highway 70 east from New Bern towards Havelock. Turn right on Thurman Rd. (SR1116) 5. Site coordinates, if available (UTM or Lat/Long): 35-02, 77-01 (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): 22 Acres for construction of roadway. 7. Nearest body of water (stream/river/sound/ocean/lake): Brice's Creek 8. River Basin: Neuse (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/admire/inahs/.) 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 the primarily forested land that was once used for logging. The terrain is generally flat with some outfall closer to Brice's Creek to the east. The surrounding property is rural in nature with similar features. Page 6 of 13 L 10. Describe the overall project in detail, including the type of equipment to be used: The project will consist of constructing an entrance drive to a future residential development. This entrance will coordinate the relocation of Thurman Rd. to tie into the proposed entrance. The roadway will be approximately 6200 LF of pavement with a grassed median. Conventional grading and paying equipment will be utilized during construction. 11. Explain the purpose of the proposed work: The roadway will serve as the future entrance drive to the future residential development by others. The location of the roadway was restricted by NCDOT and CSX input. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No prior permits. V. Future Project Plans Are any fixture 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. None for this project. Future permits will be required when the development of the residential subdivision begins. This work will be by others and is not the responsibility of this owner. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map.all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 13 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: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: None Total area of wetland impact proposed: ` 0 3. Individually list all intermittent and perennial stream impacts below: 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.usss.eov. Several internet sites also allow direct download and printing of USGS maps' (e.g., www.topozone.com, www.mapguest com; etc.). Cumulative' impacts (linear distance in feet), to all streams on site: 123 Page 8 of 13 y _ 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: NA Open Water Impact . Site Number indicate on ma Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation NA 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. Impacts' were minimized to occur within the current roadway corridor. Avoidance was not possible based on NCDOT and CSX design option limitations. 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 equalto 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 13 v 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 htip://h2o.eiir.state.nc.us/newetlands/strmgid.e.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. (See Mitigation Plan Narrative Attachment) 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 htW://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): NA :?450 Amount of buffer mitigation requested (square feet): 29,092 Amount of Riparian wetland mitigation requested (acres): NA - Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA Page 10 of 13 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 F-1 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. NA 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 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other, (please identify) Neuse 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. O Zone* Impact (square feet r Required ** Mitigation 1 7,476 .15 1 ? 2 9,789 1.33 a a ?t 5 36 l 3 * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. ** Refer to Mitigation Plan Narrative for adjusted values based on quality and value of current \0 buffer area `,?r~7 Page I I of 13 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. Riparian Buffer Restoration / Enhancement - Thurman Rd that is to be abandoned will have equivalent areas restored to riparian buffers in nature. 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: The project will utilize roadside swales with check dams to treat the stormwater runoff due to the increase in impervious area. Roadway shoulders and the median will be planted with appropriate grass mixtures: XIT. 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. NA XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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). (See Circumstances Narrative attachment) Page ;12 of 13 Attachment Craven 32.' (Revised November 10, 2004) Pre-Construction Notification (PCN) Application Form Narrative VI Proposed Impacts to Waters. of the United States/. Waters of the State Narrative Impacts include "hardened" improvements. within a perennial stream and buffer disturbance. These impacts are necessitated for a revised intersection at Thurman Road. The hardened improvements include the removal of existing roadway and storm drain pipes (46 LF) and the addition of new roadway and storm drain pipes (123 LF) for a total "hardened" improvement area of 123 LF. Riparian buffers will be temporarily disrupted to facilitate the roadway / storm drain construction. The stream impact is 123 LF with a riparian buffer-impact of 0.40 acres. These impacts are "allowable with mitigation." VIII. Mitigation Plan Narrative Less than 150 LF of perennial stream impacts will occur consequently, no mitigation is proposed in that regard. Riparian buffer disturbance will occur. However, it should be noted that the current efficiency of the buffer is minimal. This is based on an actual tree count within the disturbed corridor which totals 6 trees (both sides) over 270 LF of riparian buffer, i.e., the predominate buffer area is grassed area. An equivalent buffer value is calculated below; 270 LF x 100 (buffer area both sides) 27,000 SF 16 trees = 1'tree for every 4,500 SF or 9.7 trees per acre, say l0 trees 320 trees / 50' buffer = 10 trees / X =1:56': buffer While a 1.56' buffer is not practical, requiring a 50' buffer where one didn't exist also isn't practical. Since the effectiveness of the current buffer is less than 4% in tree count and width, the.proposed mitigation ratio is an average 80% of the required buffer ratio. For zone 1 in lieu of a 3.0 multiplier, a 2.15 multiplier (72%) is proposed. For Zone 2 in lieu of a 1.5 multiplier, a 1.33 multiplier (89%) is proposed. Zone 1 mitigation equals 7,476 SF.x 2.15 16,073 SF Zone 2. mitigation equals 9,789 SF x 1.33, = 13,019 SF An adjusted 80% total of 320 trees / acre= 256 trees per acre. For Zone 1 that would equate to 94 trees. For Zone 2 that would equate to 76 trees. XIV. Other Circumstances Narrative Extenuating circumstances contributed to the "No Practical Alternatives" in regard to NCDOT and CSX limitations. More specifically this was the only location that was permitted which satisfied the NCDOT signalization requirements and accommodated the CSX crossing. MC &C= Date: Triage Check List Protect Name: DWQ#: l?? s County: ? l v-Z-, v2 To: ? ARO Kevin Barnett ? FRO Ken Averitte ? MRO Alan Johnson ? RRO Mike Horan From:J2 "V / aRO Tom Steffens and Kyle Barnes WiRO Noelle Lutheran ? WSRO Daryl Lamb Telephone : (919) `5/ 3 The file attached is being forwarded to`\pur for your evaluation. Please call if you need as, istance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps -'E? Minimization/avoidance issues Buffer Rules Buse ar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments:r Cvmlt?i k-e 944 - a.-Ir v ? 0,41640- PAYMENT RECEIVED TO: NCDENR/DWQ I . 401 Wetlands Unit I 1650 Mail Service Center Raleigh NC 27699 ATTENTION: LETTER OF TRANSMITTAL DATE: October 6, 2004 PROJECT NO: 00910-0159 TASK NO: 4 RE:: Craven 32 - Thurman Rd PROPOSALNO: TRANSMIT PAGE 1 OF 1 WE ARE SENDING: ? Originals X Prints ? Shop Drawings ? Samples ? Specifications ? Calculations IS Other - Quantity Drawing No. Rev. Description Status 7 1/2 Riparian Buffer Impact Plan G 7 2/2 Riparian Buffer Restoration Plan G 1 $200 Application Fee (Check 106653) 7 PCN Application G D O C r R 2004 DFNR - WATER QUALITY ?WTI M86 AND STOW#MR BM" Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid E. Construction F. For Review & Comments G. For Approval H. See Remarks Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other 4. Amend & Resubmit 5. Rejected -See Remarks REMARKS 243 N. FRONT ST, WILMINGTON, NC 28401 910/343-1048 FAX 910/ 251-8282 cc: Tom Steffin w-1 set/DWQ UPS NDA Scott Jones w-2 sets/COE-UPS NDA Taylor Downey w-1 set/Weyerhauser Kip Peragoy w-1 set/Carolina Creek File w-1 set Richard Collier (trans only) McKIM & CREED, PA Signe ' A,0 AM "A Ja a itzsimmons for argaret Gray P:\FORMS\TRAN SMITTALFORM. DOC Office Use Only: Form Version May 2002 P4164 USACE Action ID No. DWQ o, (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: PA? w? 7 PAYME F-1 Section 404 Permit ® Riparian or Watershed Buffer Rules RECEIVED F-1 Section 10,Permit ? Isolated Wetland Permit from DWQ Z 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NA 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: ? NA 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: ? NA II. Applicant Information nM(? 1. Owner/Applicant Information Name: Weyerhaeuser Real Estate Co. O C T O 9 2004 , Mailing Address: 1412 Eatonton Highway, Suite 700 Madison GA 30650 DENR-WATER QUALITY Telephone Number: 706-342-3306 Fax Number: 706-343-1895 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: Richard Collier Company Affiliation: McKim & Creed P.A. Mailing Address: 243 North Front Street Wilmington, NC 28401 Telephone Number: 910-343-1048 Fax Number: 910-251-6682 E-mail Address: rcollier@mckimcreed.com Page 5 of 13 IIL 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: Craven 32 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): 7-104-9010 4. Location County: Craven Nearest Town: New Bern Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Highway 70 east from New Bern towards Havelock. Turn right on Thurman Rd. (SRI 116) 5. Site coordinates, if available (UTM or Lat/Long): 35-02, 77-01 (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): 22 Acres for construction of roadway. 7. Nearest body of water (stream/river/sound/ocean/lake) Brice's Creek 8. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at littp://h2o.enr.state.ne.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: The site is the primarily forested land that was once used for logging. The terrain is generally flat with some outfall closer to Brice's Creek to the east. The surrounding property is rural in nature with similar features. 10. Describe the overall project in detail, including the type of equipment to be used: The project will consist of constructing an entrance drive to a future residential development. This entrance will coordinate the relocation of Thurman Rd. to tie into the proposed entrance. The roadway will be approximately 6200 LF of pavement with a grassed median. Conventional grading and paving equipment will be utilized during construction. 11. Explain the purpose of the proposed work: The roadway will serve as the future entrance drive to the future residential development by others. The location of the roadway was restricted by NCDOT and CSX input. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No prior permits. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. None for this project. Future permits will be required when the development of the residential subdivision begins. This work will be by others and is not the responsibility of this owner. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 13 1. Provide a written description of the proposed impacts: (See Impact Description Narrative attached) 2. Individually list wetland impacts below: NA Wetland Impact Site Number (indicate on ma Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not linuted to: mechanized clearing, grading, till, 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://"-A,.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: None Total area of wetland impact proposed: 0 3. Individually list all intermittent and perennial stream impacts below: * 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,gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, w,vw.mapc uest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 142 Current impact of 46 LF and proposed impact of 188 LF equal a net impact of 130 LF. Page 8 of 13 Stream Impact Site Number indicate on ma Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please secify) S-1 Pipe & riprap 1421 Brice's Creek 3' Perennial 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: NA Open Water Impact Site Number (indicate on ma Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) List each impact separately aria identity temporary impacts. impacts inciuae, Out are not irmitea to: nii, excavation, areagmg, flooding, drainage, bulkheads, eta 5. Pond Creation NA 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. Impacts were minimized to occur within the current roadway corridor. Avoidance was not possible based on NCDOT and CSX design option limitations. VIII. Mitigation DWQ - In `accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal. Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http:/ih2o.enr.state.nc.us/ncwetlands/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. _ (See Mitigation Plan Narrative Attachment) 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.usLM/i:ndex.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): NA !450 Amount of buffer mitigation requested (square feet): 28,314 Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA Page 10 of 13 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. NA 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 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify) Neuse Yes No F] 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 17,619 .89 15,682 2 11,769 1.07 12,632 * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. ** Refer to Mitigation Plan Narrative for adjusted values based on quality and value of current buffer area Page l l of 13 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. Riparian Buffer Restoration / Enhancement - Thurman Rd that is to be abandoned will have equivalent areas restored to riparian buffers in nature. 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. The project will utilize roadside swales with check dams to treat the stormwater runoff due to the increase in impervious area. Roadway shoulders and the median will b planted with appropriate grass mixtures. 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. l T XIIL 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). (See Circumstances Narrative attachment) Page 12 of 13 10/01/2004 14:07 7063431895 WEYERHAEUSER PAGE 02/02 Weyerhaeuser Real Estate Development Company 13Y: 10/01/04 A.pplican.t/A,gen ' agnature Date (A.genfs signature id only if an. authorization letter from the applicant is provided.) Page 13 of 13 Attachment -Craven 32 Pre-Construction Notification (PCN) Application Form Narrative VL Proposed Impacts to Waters of the United States / Waters of the State Narrative Impacts include "hardened" improvements within a perennial stream and buffer disturbance. These impacts are necessitated for a revised intersection at Thurman Road. The hardened improvements include the removal of existing roadway and storm drain pipes (46 LF) and the addition of new roadway and storm drain pipes (188 LF) for a net "hardened" improvement area of 142 LF. Riparian buffers will be temporarily disrupted to facilitate the roadway / storm drain construction. The stream impact is 142 LF with a riparian buffer impact of 0.67 acres. These impacts are "allowable with mitigation." VIII. Mitigation Plan Narrative Less than 150 LF of perennial stream impacts will occur consequently, no mitigation is proposed in that regard. Riparian buffer disturbance will occur. However, it should be noted that the current efficiency of the buffer is minimal. This is based on an actual tree count within the disturbed corridor which' totals 6 trees (both sides) over 270 LF of riparian buffer, i.e., the predominate buffer area is grassed area. An equivalent buffer value is calculated below: 270 LF x 100 (buffer area both sides) = 27,000 SF / 6 trees = 1 tree for every 4,500 SF or 9.7 trees per acre, say 10 trees 320 trees / 50' buffer = 10 trees / X = 1.56' buffer While a 1.56' buffer is not practical, requiring a 50' buffer where one didn't exist also isn't practical. Since the effectiveness of the current buffer is less than 4% in tree count and width, the proposed mitigation ratio is an average 50% of the required buffer ratio. For zone 1 in lieu of a 3.0 multiplier, a 0.89 multiplier (30%0) is proposed. For Zone 2 in lieu of a 1.5 multiplier, a 1.07 multiplier (71%) is proposed. Zone 1 mitigation equals 17,619 SF x 0.89 = 15,682 SF Zone 2 mitigation equals 11,769 SF x 1.07= 12,632 SF An adjusted 50% total of 320 trees / acre = 160 trees per acre. For Zone 1 that would equate to 58 trees. For Zone 2 that would equate to 46 trees. XIV. Other Circumstances Narrative Extenuating circumstances contributed to the "No Practical Alternatives" in `regard to NCDOT and CSX limitations. More specifically this was the only location that was permitted which satisfied the NCDOT signalization requirements and accommodated the CSX crossing. ?ir*A/icMcount Number: 106653 N/f j<J&ntC1ZrGE+D • 243 North Front Street • Wilmington, North Carolina 28407 INVOICE NUMBER DATE VOUCHER NO. AMOUNT CKREQUEST 10/4/2004 90200 200.00 APPLICATION F E FOR BUFFER IMPAC TS - CRAVEN 32 OU 0 2004 WATER QUALITY WETLANDS AND STORMWATER BRANCH TOTAL: --- ----------------------- 200.00 NOT TO SCALE 465' TOTAL ~ SHIPYARD BLVD. o Q HWLt ~ ~ Q 0 - ~ Op0 a lL ~g~ ? ~ - Np~ ~ ~ 5P rn ~ N L WLt U N O D AtHAY RD G i; PATRICK C, BRISTOW, CERTIFY TI1AT Tt115 P1AT WAS SURVEYED AND DRAWN UNDER MY SUPERVISION: W E 9ESCRIPiION A5 SNOWN ON TI1E FACE OF TNIS PLAT; RATIO OF PRFCI510N A5 CALCULATED BY COMPUTER S ~S I ; 10,000+; TI1AT ThE BOUNDARIES NOT SURVEYED ARf SI10WN 8Y SROr~EN LINES PLOTTED FROM INFORMATION REFERENCED; il1AT TI115 FIAT WAS PREPARED IN ACCORDANCE WITI1 'TtIE STANDARDS OF ~ SITE PRACTICE FOR IAND SURVEYING !N NORTfi CAROLINA°; WITNESS MY ORIGINAL SIGNATURE, LICENSURP NUM6ER AND SEAL Th15 16Th DAY OF 5EP(EMBER A,D. 2004. - AP NM A L NOT TO SCALE 165.01 w ~ • C. n PATRICK C. BRISTOW~~ ~ N.C. P1~5 No. L-4148 ~ o 0 ~ ~ J ~ ~ 6.p, + ~ ~ SURVEY~REFERENCE 6.p ,,{{{{{{IU111t~q~,~ MAP BOOK 35 PAGE 185 N ca ~ Rp ~ off` Ess ! 's . ~ pF Ip~ ~,y ~ NOTE`S: 0 u~ ~i ~ 9 9 ~s ` SEAL f = I . HIGH WATER LINE AS FLAGGED 6Y LOCAL CAMA. ~ ~ P~ J L-41~l8 ~ m ~ ~ N ~ = 2. SOUNDINGS TAKEN AT NORMAL LOW WATER. • fy z o o ~ ~ ~ rr ~ .r NOTE: THIS PARCEL IS LOCATED 3. SOUNDINGS PROVIDED BY JEFF TERRY {ABOVE PAR MARINE CONST.). 32 a 32.Op' o ~ ~ r " )~J ~ , IN ZONE A-7 (ELEV 10) .WIDTH F n~~nfffff{{{~ 4 0 WATER BODY TAKEN FROM AERIAL PHOT05. FIRM COMMUNITY PANEL o ~ ~~11.;'~ 1 d ~ ~ # 370168 O 105 D 5. LENGTH OF PROPOSED FIXED PIEf~ WEST OF HWL = 465'±. ~r i 1 ~ r q 30 200y DATED: APRIL 15, 1986 11V~ C1J ~ 1 CO ~ ~~~~~1r, ~ ~ '~~N~ _ Gfip,~ ANT w Z J oL UJ ~ LEGEND Z ~ ILI UJ PI E D AI L ~ ®=EXISTING IRON ROD ~ z N = T II Nh w z t- Q ©=EXISTING IRON PIPE Q = ~ ~ =SET R,ON PIPE x 0 ~ = CENTERLINE o Q N ° o \ ' M ~ ° \ r ~ ~ ~ RANGE LIGHT LINE TYPES r 01 ~ ~ - - - - =RIPARIAN - - =CONTOUR ti o - = BOUNDARY/MEAN HIGH WATER LAN a D =WETLANDS o = EDGE OF GRASS S N ~ ~ \ ~L/ ~ ~ ~ ~ O Q ~ n ~ l l I ~ ~ ~ P I ~ ~ ~ 6 a~° ~P~~~ ~.o co~o~ d' Z ~ 1~ \ 0 ~ I QO ~ ~ a r ~ ~ ~~o moo` o ~ ~ LINE TA6LE ~ V ~ ~ ti ~ ~ LINE BEARING DISTAN E ~ N C ~ i ~ ~ ? L8 N37° I T32"W 81.02 >L~ ~ ~ o ~ 0 -L RAP ~i ~ ~ ~ ~~h ~ + ~ ~ o i a V AR O L9 N09 3407 W 55.24 ~ ~qN ~~N ~ ? ~ E ~ LIO N06°2720"E 32,07 ~ ~ ~ ~ + ~ 1? 11 14 ~ ~ L I I NOS 57 52 W 26.07 k ~ N ~ ~ ~ ~ 1c 3 Na3°1405'6E N l4 14 ~ ~ ~ ~ U3"°y 57 ~ 642 0~6 ~ ~ i 1. L 12 N32°34'53"E 36.50 ~ O ~ ~ ~ ~ 3 ~ ~ 'F ~8 L 13 N45°44'56"E 31.0 I 4 ~ ~ ` ~ 1 L14 N68°40'26"E 42.15 N 16 d,~ e3 ~ I L 15 N73°02'20"E 83,06 ~ ~ aR~ L16 N59°34'30"E 24.87 q~Ll ° ~ ~ ~E N L 17 N82 42 52 E 36.57 , N e 11 \ ,4 S ~RE~ L 18 S28°56'34"E 36, 18 nor K OCF SALT WATER MARSH A^ S2 135 22 W 39.95 ti L20 S I I ° 16'24"W 48.34 L21 516°51'35"W 59.70 J~ ,k N °07'0 "C~y59,4631^ a 5C0"f NaNSEUR" ~ ~ 0 p' 4.1 T h U L22 529°31'24"W 51,13 a I (>,f b~ N ~~i ~ WffUNDS UNE Pl~ 39y ~ L23 516°48' 15"W 35.13 ° ~ ~ ~ \ >W. It 1 -BY SOUINERN ` ~4~5g°5 ~ENVIR N 92 N ~ ~ ~ 0 MAY 2004 \ 2 I 9 ~ ~ L24 564 1 145 E 69.42 ~ ? 11 15lAND .v 1? W(T~gNDS ~ !t L26 N58°42'25"W 10.34 UPLANDS L27 S 16°28'05"W 28.36 ~ i 10",4= i3.310t Sf MOAN NIGH W0.TCR ~ 1~ Il @AB 33 PG IBS) * ~ L28 542°41'05"W 25.58 N i ~ N ` m 3a°3018'E ,~v ~ p~( >it 114 V ~ ~i .c': ;twa7~n"?,icacv 30.66' rV r 0 NJ ° G ~ r14 L29 S42°24'28"W 28.00 ~ d tl1 \ $ r4 ~ ~ na ~ ~ tigTS 14 4 `Op a ~ 6' roy ~ o t 3 L30 569°49'3 I "W 43.68 ~ L2~ w'1ku, cY e .z` / s, qs~ ~ ; ~ s r4 i` ~ ~ ~ ~ ~ ~ ~ S52°34'27`+gT 3 5 t2~ +N ~Y ~ 3-t~ c. TIAN05 6\~ °aB~y L31 N87°39'37"W 27.35 U` z iy.2 32°30~ ~ p ~ / ~ 114 O 14 rti y` ~ 7wsS9°57 3,ty 532°~~~3~~ `a ~ ~ 1i L32 N37°45'3 I "W 24.74 2 / y, 11 ~ ~ 111 ~ y, ~ ~ 11 ? y~ a m' 114 ~ L33 N07°34'59"W 33.24 14 a14 11 / a ~ I ~n J4 14 rY~ ~ 111 ~ X83+ /4 ~ 4'2538"t~ Y4 L34 N36°02'10"E 34,57 ~ CAPE FEAR WETANDS ~ 6 92 ` LQj ~ MEAN rIIG°t WATER ~ L35 N48°45'20"E 26.40 ~ ~ ~ ~ RIVER MARSH ~ ~ , (MB 35 PG 1851 ~ ? ~ lye ~ 14 L36 N70°5749"E 35.13 r w O N L37 575°41'09"E 48.41 ~ ~ ~ 1? ~ ~ 1? 11 o ~s \ ~3n • J1 ~ ~ ~ \ a `~6F Y4 ~ ~ !1 ~ F ~ UPIANDS 6 L38 535° 13' ! 3"E 20.49 • a~ ~ sae, !i ~ ~ ~ ~ "40k' WETLANDS \ ~ N49°26'05"E ~ UNE K:1Land Pro~ectsl~LLIOiT P~AGEWwgU-075.dwg 6~ f \ ~ PG ~ ~ ~M~42 / \ pA LC]T 6 a4 ~ ~ ~ 3q 4j~ t H \ \ `V ~ dGL.E`56'P PROPOSED DOCKING FACILITY ,L \ 93j3 „ ~ ~ GT AUGUST 14 2004 ~ 1? "474°WET~N~ •~'vF ° `'~9~~ ~ S ~ ~ a nee t~ rnt ~ . a~_ ~Nn_ F CT . g 4 so\~3s, v~ ~FSSx LAND ESURVEYING, P.C. HOMF50URCE FROPFRTIE5 60 0 30 60 60 ? 3e' p~ ~F AL AL AL APE FEAR AL 21 1 N, FIFTH AVENUE WILMINGTON, NC 26401 y°sa \ AL EWER MARSH # ` 9~ phone: (910) 76.3-8124 PART Of LOT 5 * 15LAND (COMMON AREA) REV1510N PLAT OF ELL fax: (9 10) 762 72 T OF ELLIOTT PLACE AL ~ LOT4 email : stockspci@beilsouth.net I INCH = 60 FEET ~ A, a r r OA:VJDTAnoe AL A, Q 5TOCK5 LAND 5URVEIING, PC AUGUST 2004 i 33 FEDERAL POINT TOWNSHIP NEW HANOVEK COUNTY, N.C. A, AL ? AL AL ~ sa A6 t _.~_.d,w ~ ~~,~lf,. ~ ..!~J' K F~4 G a~ ~ ~ ~ I I ~ ~ ~ a ~ , , I ~ I ~ ~ ~ ~ 1 I ~ i ,gay, ~ i 1 i ~ °~r ~ ~ \ ~ ~ d I ~ 1 ~a ~ . ~ ~ ~ min i \ ~ \ ~ 1 I I ~ ~ i ~~s u,'S° ~ I ~ ~ tAT ~ I 1 A ~ , 1 I ~ ~ ~ NartH6ettY4~eth~m','~.n. ~ E~.. j. I ~ ~ S{~ ~ ~ ~,.a l I ~ ~ I ; ~ t 1 l . tRivtl ~ ~ I i I _ ~ ~ I I ~ ~ I ~ ~ ! i ~ ~ ~~t181~ I ( ~ .r ~ ~ ~ ` ~ ~ ~ OAD $EC110H ~ D 30' RCP ~~~-----~J I D 30 RCP ~ i I ; { ~ ~ ~ _ ~ _ 0 BE R~IOVED AND~REPLACEI ~tD~REPLACED ~ ~ I i ~ I I( 1 I ~ , ~ ~ ~ ~ ~ ~ - TH VEGETATED ORAINA SW, ~ ~ ~ ~RAINA SWALE i I I f ~ ~ I I ~ ~ , ' ! ~ ! t t ' ) ~o ~ o~' + ` r T0~'OR-BANK (TYP,) ~ , - ~ ~ ~ / ~ I l i ~ 1 ,t r ~ _ ~ ~ ~ ~ ~ I I I I i I I , . ~ I ~ ' °?"~r i ~ - - ~ ~ l ~ ~ ~ - i _ ( \ ~ ~ i - < < _ - 1 i ~ r ' ~ e# 24 P N _ ~ ~ \ ~ ~ i i _ - j' ` _ ` ! I ! I f I ~ 11 ~ i I i ~ i i G I ~ i ~ 9~ i 1 t~ ~ ~ / I X20" ~ R I ~ l _ ~ ~ i ~ _ - - - I I I ~ ~ ~ ~ ~ I I I / - ~ I I , ~ 14~ t~ G f ~6 HW ~ _ , • ~ ~ ~ I AK ~ I ~ ~ - ~ + , 0 I ~ ~I ~ ,i I i ~s~ ~ ~ ~ i I I r :a ~ / I - - _ _ NOT TO SCALE ti ~ ~ C::::::::::. ~ i G~:::::. .I i ~ , r~ ~ j ~ ~ ~ ! ~ _ _ ~ 1 - ~ ,I ' i ~ - - - _ J-_,_ CLA 11 RI ~I~A . ~ 1 ~ i ~::.1 / ISSI TER, ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ / 11 - _ r i ~ ~ - --A._._._ - ~ = c_ X • ~ I r' I i ~ 1 8 HW i % ~ _~r - ~ _ I i ~ t ~ X2 HW ~~~~:~I ~ / G ! I i ~ I ~ i i t / 1 f I UNK ~ r ~ ~ / 30 PINE i , : 1 r _r ~ I I i r i ! I i ; I 0. ~ . I I ~ ! I ~ ~ ~I i ~ j rl I ~ , l E. ~ 1 ~ I ! r , ~ ~ ~ I ~ ~ ~ ~ ~ I t ~ 07 - RCP W HEADWALL 1 I ! ~ ' ! ~ 1 ~ l I (2) 107 - RCP ~ ZONE 2 PER NCDO STANI I ~ I ~ ~ ! NCDO STANDARD ~ ! ! II - ~ I I I ~ I I I; ' ~ I ~ I ~ 1 Z NE 1 l I I i ~I ~ I:~::::~~:~: I .....:.y I ~ I~0 ~ 1 ~ ! ,Ii I~~:::~:~::: I I I ' I I 11 ~ i 1 I I I I j I, I ~ ~i I,:::;:;:::: ~ I I ~ 1 ~ ~ ~ ~ I I 1 ' I I i ~I i 0 i I 1 ' i~ ~ o ~ I , / x , / ~ ; 0 It.:~:~ ( , ~ ! ,I ~ ! i I I I II ~ I I ' ~ l ~ ~ ~ I ~ I ~ ~ I I I 1 ~ ~ I j I I i i _ _ ~ 1 I I I ~ ~ J ~ ~ ~ I ~ ~ Z ZONE t I i ~ I I ~ - - ~ NE 2 ~ ~ ~ 1 ~ I it ~ - ~ ~ ~ ! , , o~ ~ ~ I i ~ ~ x I ~ ~ , ~ Ili ~ ~ I l i ~ i 1~ l ~ ~ I \ ~ ' \ ' ~ l ' ~ ~ ~ \ I I I ~ r. x n P, 1 ~ _ ~ ~ ~ r~ ~ I - L ~ J L l.~ i ~ I \ ~ i ~ LUNt L H ~ v J I li . I ~ ~ t II I ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ 1 ~ / .III. ~ \ ~ ' ~ fl l i ~ _ _ ~ ~ i ~ ~ i ~ ~ ~I ~ ~ i ! ~ ~ ~ i I I II ~ o° ~ ~ ~ ~ x 404 WETLANDS ~ ~ \ j j `t. _ A ~ 1 ~ x ~ ~ ~ ~ ! f ~ ~ ~ ~ i ~ I ~ X / ~ ~ ~ i ~i ~ ~ i ~ ! ' I ~ f\ ~ \ ii ! l ti i ' ~ ! I 1` I ~ ~ C I Il i i~ ~ I ~ I' ~ ~ I ` ~ ~ t ~ ~ ~ ~ ~ j' ~ '~II~I I ' ' t. ' 0 i ,~'h I ~ ~ ~ I 1 ~ l~ ~ I ~ Il I I ~ I ~ ~ ~ ' it ~ i , ~ i" ~ ~ I ~ r l ~ I ~ j ! i ' I ~ ( I 1 ~ ~ I I % l I I ~ ~ ~ I i ~ i I ~ ! i ~ - I ~ I ~ ~ ' --I . 1 i I , I ~ I j I I ~ i ! I ~ ! i i I o ' / 1 ~ ~ ~ i I I 1 I ~ i o i , f ! ~ I i u, r ~ ~ ~ r i t ~ f i +r i / ~ 1 i I _ ~ I I I I r I I I I ~'i I / I I ~ , r ~ i I i i i ~ I I ! ' ' ~ l I i j ! ~ I I ~ I ! ~ I - ~ / I ~ ~ l i I i I I ~ j ! I ~ I ~ I ! I I I i ~ I NORTH - - l I I ~ ! i ~ / I ~ ~ 1 I i I ~ ! , , I ~ I ~ i i' / / I j ~ I / ~ j ~ ~ ; i I ' I ~ 40 0 40 SO N ~ ` I aQ N 07 SCALE: 1"=40' (Horiz.) O O SELL SERI. MkC fl4E NU118ER RATE: NOV. 2004 SCALE _ O ~R6J, ~ ~~~b~ _ HORitON'faL, ~ ~1 ~ DRAWN SIGH bRAMNG Nuu~R ~ 1 1`'1V1v1C7 THURMAN ROAD DESIGNED '-'°7412 Eaton Highway CHECKED RMC VERTICAL: 1/2 a a 243 North Front Street F Wilmington, NC 28401 Phone: (910)343-1048, Fax: (910)251-6682 SUIL~ ~OO PROJ. MGR. RMC NA AA0002667 E60006691 1 RENSED PER DWO AM NCDOT WHEW COYNETITS 11/10/04 "90N Madison, GA 30650 RIPARIAN BUFFER IMPACT PLAN icTAns. Final Design REV.NO. DESCRIPTIONS DATE ~ www.mckimcreed.com ~ ~ ~ ~1 I I I ' ~ ji \ \ I j ~ ~ o"""'~ i ~ ~ I ~ I i l ! ~ T P OF ANK ; 1 I 1 ~ a i I ~ , ~ i j RE-E TABL~$HED STREAM i .AM ~ ~ ~ i ! ~ , ~ _ ; I i 1 ~ i I' ~ ~ i ~ _ - _ ` ! ~ ~ i OAD ~C110N ~ D 30" RCP 0" RCP ~ ~ I ~ ; ~ ' . } ~ ~ ~ • • ~ • • • _ 0 BE REMOVED A~ID`.REPLACED .REPLACED ~ ~ ~ ~ ~ ~ ~ Tii NAT~IRAL STREAM ~I ~ \ ~ ~ ~ - ~ ~ ~ ~ T0~~6Ft-BANK ( _ , ~ ~ ~ ~ 1 e . 1 ~ I + ~ i ;h' i ~ ,+J i ~ ~ ~ ~ l r.. ~ ~ I ~ ~ ! ~ 1 r' ~ ~ ! _ F i 1 1 r ' ~ ~ ~ 1 I ' 1 1 - ~ ~ ~ - i 1 ~ :='r:i' , ~ ~ ~ I j i i ~ i I ~ ' ! ' ~ i i \ ~ ( i i 1 ~ _ _ ~ ~ I i i . . \ ~ j ~ - ~ ~ i ~.h- ~ j ~ Vii:': ~ r~ ~ I ~ I~ ~ ~ ~ I ~ ~ 1~ i 1 ~ r I .F,, I' ~ 1 , ~ I r. } V ' ~ ~ I~ ~ 1 i ' ~ - ~ I ~ ~ t ' ~ ~ i, ~ ~ 1 r I. , f j ~ ~ _ i i _ ....f.. ~ I, ~ 1 ~ i ! 1 ~ CLA 1: RI RA , ~ ~ I I SI R L 6' i ~ r / . + _ / ~ ~ - - i ~ _ _ 5_ . . - I k i r t ~ ~ I! ~ ~.r,-- j , I % i I ~ ~I i 'I ~ , / ~ ' r~ j ~ ~ ~ .....r'~""~ . ~ "'F'.1'rt"'~ I i ~ ~ y~ 1 r i j ~ / ~ ~ ,y ~ t ~ ~ I u i ~ ` ~ ~ ' i 1 ~ I i , ~ , r ~ i ~ ~ 1; ~ ~ ~ ~ ~ ~ 2 107 -48 RCP W ~ i ~ M 7~ ~ ~ i -48 RCP W~ HEADWALL ~ ~ ~ , , ~ ~ 'i ~ , ~ - ~ ~ P R NCDOY STANDARD ~0Y STANDARD ~ ~ ~ ~ ( V ~ , 1 i ~ ~ ~ ~ T I ~ i/ ~ ~ I r ~ ~ ~ ~ ~ C i ~ ~ ~ i i 1 r i l 1 ~ j ; ~ ~ ~ t I I ~ 1 ~ , ti ; ~ j 'i' f \ 1 ~ - ~ ~ 1 ~ \ ~ ,1 ~ 1 \ ~ r I I ~ i 0 i / ~ x~ , ~ 1 1~ ~ ~ ~ ~ ~ j .r:~ ( , i I a;; ~ 1 ~ ~ .;,•:c:: ~ ~ 1 1 r / ~ ` I ~ I ~ ' ~ ~ ~ i ~ i :''r:' ~i f I ~I •.f: 1 xo i 1 ~ !I i ~ ~:~4:: ~ ! ~ ' ~ ~ ~ r.~ / ' i ( i ! i . ~ \ ' ~ i I i i 1 iI ~ k. ::t:; ~ ~ r f ~ i I ~ ~ j j 11 1 i i i ` / r ~ i ' ~ i 0~ ~ ~ ~ x ~ aoa wEnANDS ~ ~ II ~ l ~ ~ ~ 1 ~ ~ i( ~ ~1 ~ i ~ l II ~ ~j ~ _ ~ < , \ ~ 1 ~ ~ , o ~ ~ ~ I 1 o x ~ ~ 1 i i d ~ ti. ~ ~I i _ _ I ~ 1 ~ Y~ j ~ , i I ~ ~ ~ ~ ~ ~ ~ ~ ` I i i ~ - l i ~ ~ ~ i I ~ ~ _ I ~ I ~ ~ ~ 1 o / ~ ~ I ~ ~ o x a - ~ ~ I i 1 ~ ~ ~ i ~ ~ I ~ ~ ~1 I I ~I f i I ~ ~ 1 , i` / I l' i ~ i ~ ' i ~ I ~ % ~ i 1 ~ ~ ~ / ~ ~ ~ ~ ~ i i I I i i j ~ ~ I ~ _ l t i i. 1 ~ i ~ ~ ~ I ~ ~ - ~ ~ ~ ~ ~ 1 1 f ~ ~ j 40 0 40 80 ~i ai SCALE: 1"=40' (Horiz.) 0 SEAL SEAL DATE: NOV. 2004 ~ nu~s~ SCALE ee ea sae MCE PROJ. ~ 09100159-004 er aeuser e DRAWN MGH HORIZONTAL: au+~c Nuueex ~ i i i n? ~ i ? i n n ? n 1" = 401 2NLU MUM 9492 Eaton Highway I r1UKMAIV KVAU CHECKED e c 2/2 a 243 North Front Street VERTICAL Wilmington, NC 28401 Phone: (910)343-1048, Fax: (910)251-6682 SUIL~ ~OO PROJ. MGR. RMC NA 1 REVISED PER D'Na AND NCDOT REVIEW COMMENTS 11/ID/0/ AA0002667 E80006691 REV.NO. DESCRIP110NS DAZE Madison, GA 30650 RIPARIAN BUFFER sTAns: Final Design www.mckimcreed.com EVISIONS RESTORATION PLAN rn ~ti ~ I r ~ ~ ~ ! ~ ~ ~ I \ Ill ~ ~ I I ~ ~ ~ ~ ~ A, I I j ~ "i ~ ~ w~ u ~ ~ ~ ~ ' 11 i~ % ~ ! I 1 l ~ I I _ . ~ ~ \ ~ I I r ~ 1 I, r ~.iai~... i j , ~ ~ I I ~ ~ ~ I I ! I . ! ' ~ ~ ~ ~ ~ ; r r ~ ~ } 1 I I ~ ~ t;~+c _ _ - J ~ ~ ~ OAD SECTION AND 30 RCP I . 30 RCP ~ ~ ~ j I „I 1 I ~ ~ i 0 BE REMOVED AND.REPLACEL ND.REPLACED , ,I 1 , a I 4 ~ ~ " ~ TIi VEGgJATED DRAINAGi~ SW~ ~ ~ ~ ~ ~ ,I i RAINA SWALE I I ' I ' ` 'I g - ~ i I (I ~ } II ~ ( I ~ I ~ + ~ I ~ ~'6(~-$ANK TYP• • . s ~ i I I ~i ~ ~ tl I I ' ~ I C . . I I :tii.. ~ ~ ~ ~ I I ~ , ~ a~rti I I , I I - ~ , ~ t ' ~ ~ I + i t s ~ I ~ I ~ ~ , '~4~' y w i ~x ; i • • ......~..._J I I I _ I r' ~ - I I j! I j h~ ^ i ~ I X04 ~i ; I i r ! ~ 3 11 r j I I I I I II ~ I I , 1 I 11 I r I 1 I I I i ~ i ~ 20'.l'- ~ ; i ! ( fl 7. i ~ - - j ~ ! r ~ ~ ~ ~ r I ~ I ~ :;7:::•:~ n / 1 ~ I , I ••.F.J / ~ ~ 3~ OAK ~ i I 1 ~ I I / ~ I I I l/ ' 1 ~ I I I / ~ I ~ I . ` NOT TO SCALE r i I ~ i i .~:.~-y ~ r i~ ~ ' i; ' ~ I ~ i' I r r ~ I I I ~ I , ; , ~ 1 ~ _ - ~ - ~ , CLASS 1 RIP RAP IS61PA . ;R.::: / t_. . ~ i I , .r ~ i i : - I i. t I f} t : f....... ~ r 4 f ! I I i. i ' P ~ ~'i-. i - X N ~ ~ s Mw , I I ~ I ~ f II I i, is I I ( ~ 24~ HW I V 11 ~ ~ j ,I ~I I I i , n i. , i N 3Q Xs w ~ ~ I ~~I I I .t i i~ I I -I -i+~-i-- t ! ~ N ~ UNK I j ~ X30 PINE ~ ; j I y I i I i! r; ~ ~ / I r: I , I • ~ ; 1~ r• r 1 E.a;.:. I, 1~ I ' t ti i. I 1 , !i ~ I , , .1 i i, I I!I 75 - RCP W/ HEADWALL 0 0.7x ~ I i ! ! ~ ~ ~ ~ ~ ' t 2) 175 - RCP ~ ~ ~ 1 ~ ! ~ I CDO STAND ~CDO STANDARD 1' ' ! I 'i I I I ; ~ I I ER N ~ ~ I:::... ~ i INV IN - 16.22 = 16.22 1 ~ i ~ . ~ i ; ~ , ~ INV OUT 15.00 ~ i l i i : i i UT 15.00 ' ~ ~ I 1 I I i i 1 I I i ~ ! ~ I I 11 I I I ~ r 1 / ' ~1 1 I ~ I I I 1 , ~ I i it ~ j I I ! , Il 1 I I I r I , 1 ' ~ 1 I i I I ` I I I ~ I, ~ , ZONE 2 ~ r li i I I !t r / ' i i i I I I I I t ' I I I I I y / x 10 ~ : ~ i r / ~ ; ;d:;: r f j ~ I I I / ZONE 1 , i ~ ~ I I ~ I ( ~t 1 , I I f I ~ f I I ~ ~t / I ' j I ( I i 1 i~ I j I i I I I ~ 1 / ~ I / ~ I i ~I i i I~ I i ' I i , E' 2 I li I it I ~ I I I ~1 ~ ~ ~ ` :.1 •1 i I I 1 1 ~ .o ~ ~ ~:1, II I ~'t h I ,~1 I i ~:fi~. 1 I ~ ~ ! I ,I ~ \L, / / ~ I ' I I I I i ~ r I 11 \ yI \ h I If ~ I ! I i ~ \ ~ ~ \ ~ ~ _ r I ~ I~' I I '1 ~ ~ 1 i 1 li I I ~ / ' ~ ~ ~ ~ ~ - - r ~ ! i I I 11 ~ i it ~ it 0 ~ ~ / I~ ~ \ \ x ~ 404 WETLANDS ~ ' \ ~ 'I ~ i ~ \ r i I _ V ' ~ I ' I ~ti ~ \ x ~ ~ ~ ' I I + ~ I I 'I \ i i l 1 0 / \ i \ 1 I I i I ~ _ ~ \ I I I ! ,I I , " \ j j I I II !i \ / ~ ~ ~ t \ 1 I r l i \ ; I I ! I j ?I \ II l ~ ~ ~ I I! ~ it j A , I i ! j ' \ I I I I / I j ~ / \ ! I / / ~ ~ i o \ t I' ~ i / j 11 ~ I I~ ~ l 1 ~ 0 ~ J x i I ' ~ I I 1 ~ I II I 1` ~ ~ ~ , i I \ ~ 1 ~ _ i ~ I i ~ I 11~ I I I ' i ~ I ~ j 1 I ~ ~ ~ / I ~ I , iii?1 1 I I I i ( 1 i ~ I j ~ i I ! .I i I ~ / ~ ~ ~ I I i ~ i it I , / I I / I ~ I I ~ ! 1 j 1 I o J o i ~ ~ v, I ~ I ~ t i j , ry x ~ i ~ ~ ~ I I ~ i ,e .e ~ ~ C ` i 'i ~ Gs ~ i j ; -1 i j ' ~ ~ I ~ I 1{ j / ~ / I I i I i ~ I - i 1 I i ~ ! I I I I ~ I ~~,~I ~!.ry i ~ ~ ~ I ' I I i i II ~ ~ i I I i I I I ~ r ! I I / ' l I ~ I 1 I ~ i / ! I I I ~ ' I i I i I I I ~ i I I I i ~ i ~ i I I I NORTH I I i ~ ~ I i I ~ I / A I I i I ~ ~ I , ~ , ~ I l I ~ ` ~ r I , 1 ~ I ~I I ~ I I I % 40 0 40 80 I i SCALE; 1"=40' (Horiz.) Q .if Its J~ DATE: OCT. 2004 SCALE ~ FlLE NUTABER MCE PROJ. $ 09100159-PH4 0C1 W HORIZONTAL: cR~>xNC Nt111BER DRAWN MGH ~ ~ as. v i i v.s v i V a VERTICAL: 7472 Eaton Highway 1 HURMAN ROAD CHECKED RMC 1/2 ? 243 North Front Street Wilmington, NC 28401 e Phone: (910)343-1048, Fax: (910)251-6682 Suite 700 PROJ. MGR. RMC NA 00 AA0002667 EB0006691 I REV.NO, DESCRIPTIONS DATE Madison, GA 30650 RIPARIAN BUFFER IMPACT PLAN STATUS: Final Design RE119ON www.mckimcreed.com REVISIONS Of w i _ _ _,..r- _ . u,~ ~ ~ 1 I ` \ ~ ~ ~ 1 I I I \ I ~ I 'r ~ I ~ k ~ I i ~ I ~ i II ~ ~ ~ I ~ l ~ ~ ~ I I ~ ~ I ~ ~ ~ I T OF ANK ~ i 1 I I ~ ~ E~ \ ~ i ~ II I I I I~ - ~ ~ ~l I RE-E TAB HED STREAM ~ I STREAM ~ I I I ~ ~ f ~ ~E r-_ I I I ~ 1 ~ ~ _ = _ I OAD SECTIO SAND 30 RCP ',I ?ND 30 RCP ~ I I I I I I I ,E ~ 0 BE REMOVED AND~REPLA( A;gD~REPLACED , - ~ I I I I II ~ • TH NAI~IRAL STREAM ~ ~ ~ STREAM ~ 1 I I ~ I I u, ~ ~ ~ ~ ~ I I I ~ I ~ ~ ~ ANK ( ~ . h I I I I ~ I . ~ I I ~I I I ~ I I i i i ~ I ~ ~ I \ ~ ~ > i ~ I II ~ 1 I I I I I ~ ~ ~ \ I ~ I I I I ~ ~ ~ ~ r- ~ ~ ~ ~ - ~ I I y i ~ ~ I I ~ ~ I I I I I l i I I ~ j v ~ ~ ~ 1 f 1 ~ ~ ~ ~ ~ , ~ 1 ~ j ~ ~ 1 ~ I I ~ I i / ~ I I ~ I I r ~ I i ~ ~ ~ ~ / - _ ~ - CL ~S 1 RIP RAP DISSIPATER I J . ~ ~ ' J ~ 1 I ~ i I i J ~ I _ I 1 ~ ~ I ~ I II I I ~ I I I II - - - - 1 ? I - I ~ ~ I I ~ ~ I I I I / I I 1 I r ~ I ' I I I ~ ~ i / i ~ I. I ~ . i ~ ~ I (2) 175 - Ri 0 .7~ ~ 175 RCP W HEADWALL / I I 1 i I I I PER NCDO STA l /I =1.2 Z NCDO STANDARD l I I I I I I ~ ~ I INV IN 6 2 ' IN = 16,22 I 1 i ~ i ~ ~ INV OUT - 15.0 ~ I OUT - 15.00 t I I ~ i ~ ~ I i I I I I ~ it ~ I ~ ~ i I I II ~ ~ I I i I II ~ ~ ~ \ ~ II I I I I II I I I I o ~ ~ o l I I I II ~ x ~ ~o I ~ I II ~ ~ ~ ~ ~ I I ~ ~ ~ ~ ~ ~ i it r 4' I t ~ ~ ~ i I I I I i II _ ~ ~ ~ i II I I I I II - I I - I 1 II I I o° 'rye X I i I 1 I I I, .I I 1 ~ , I I I ~I ~ _ ~l ~ N ~ ~ I - I I i , ~ ~ III ` it I ~ ~ ~ ~ ~ III II ~I ~ ~ ~ III I ~i I ~ ~ I ~ o ~ it ~+I ~ i i~ ~ I I x~ 404 WETLANDS ~ ~ ~ ~ 111 I I ~ ~ ~ \ ~ ~ I I ~ ~ ~ ~ i II I ~ ~ I I II ~ / ~ ~ i ~ ~ ~ Il I ~ it ~ I I / ~ ~ 1 ~ ~ I ~ I 11 ~ I I ~ / ~ ~6 ii ii ~ I I I II ~ I I I ~ ~ i I I I II ~ I I I I ~ ~ ( ~ ~ ~ ~ I i I II V ~ ~ ~ A II i J I I I i / 0 / ~ \ ,fix 1 ~ II ~ ~ ~ ~ I 1 it I II I ~ ~ ~ ~ I I II I I I i I ~ 1 i ICI I I i I 1 ~ ~ ~ ~ IIII, I I i ~ I 1 ~ IIII; I i ~ I ~ I I I I I I ~ 1 ~ I I ~ ~ I I I I ~I_ ~ I I I I II ~ ~ I I I ~ !I ~ / ~ I ~ / ~ i I I I II o ~ / ~ 1 ~ , ~ I 1 I I, i I I I I II / ~ ~ ~ f I I t I I I ~ ~ ~ J ~ r ! i I ~ I i ~ ~ I ~ ~ i ~ 1 l I ~ I i i I i ~ i I I ~ I I I I I I i I ~ I ~ 1 ~ l ~ l ~ i ~ ~ I I I I I ~ 1 ~ I I ~ ~ I I / I L___ \ I I I I I I I I / ~ ~ l I I ~ , I I 1 I i I I ~ ~ ~ I ~ / I i I I I I I NORTH ~ / I I i II I ~ / i I I I i I ~ ~ 1 ~ ~ / I / ~ ~ ~ I I I I I ~ ~ ~ I / / 1 I I I I I ~ , I I 40 0 40 80 N r SCALE: 1"=40' (Horiz.) N CD O N C O ,iJ~' w; ~ s~?~ sEu 0a,TE: ocT. 2004 SCALE MSC FllE NUMBER MCE PROJ, # 09100159-004 HORIZONTAL; DRAWN DRAYMIO NUMBER ~ LVA i'%uViv viV,.wi..r,ily VERTICAL: a 243 North Front Street 1412 Eaton Highway THURMAN ROAD CDESIGNED HECKED R~ 11- - 2/2 g Wilmington, NC 28401 Phone: (910)343-1048, Fax: (910)251-6682 Suite 700 PROJ. MGR. RMC NA AA0002667 E80006691 Madison, GA 30650 RIPARIAN BUFFER TA US: Final Design g°" REV.NO. DESCRIP110NS WE www.mckimcreed.com RESTORATION PLAN REVISIONS N ~g