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HomeMy WebLinkAbout20061199 Ver 1_COMPLETE FILE_200607252 0 0 6 1 1 9 9 t W 'E9NDICKSON community Infrastructure consultants July 11, 2006 Mr. James Shern USACE Wilmington District - Regulatory 6508 Falls of the Neuse Road Suite 120 Raleigh, North Carolina, 27615 Dear Mr. Shern: r ;l The attached NWP 27 PCN and restoration plan for the Conoconnara mitigation site is presented by WK Dickson on behalf of Environmental Banc and Exchange (Applicant). The goal of the project is provide full-delivery mitigation to the North Carolina Ecosystem Enhancement Program for impacts in hydrologic unit 03010107 of the Roanoke River Basin. The Conoconnara site is located in Halifax County, North Carolina just outside of Tillery, approximately seventeen miles southeast of Roanoke Rapids. The property is 567 acres located immediately south of NC 561 and is accessed via a farm road 1.1 miles east of Tillery. The proposed mitigation includes 5,073 linear feet of stream restoration on Looking Glass Run, 73 acres of non-riverine wetland restoration, and 71 acres of non-riverine wetland preservation. The proposed stream restoration reach was disturbed by historic channelization and the proposed wetland restoration area is prior-converted (PC) cropland that was ditched and drained. The Conoconnara Site has a history of agriculture and timber production. The site currently supports agricultural production (primarily cotton), woodlands, and pine plantation. Thank you for your prompt attention to this important project and please contact me if you have questions or require additional information. Sincerely, W.K. Dickson & Co., Inc. P. A;*? Daniel Ingram Project Manager D (` ???? D D cc: NCDWQ 401/Wetlands Unit ?Jl 7Qg? Norton Webster, Environmental Banc and Exchange 111, r h?t9A = Yl'AA7?tt C?trn?IlY ,z?rtthao r?f?u a i E ?n?.r,? to aJ?nF?bi1 3101 John Humphries Wynd Raleigh, NC 27612 Tel. 919.782.0495 Fax 919.7,82.9672 %V%VvV.wkdit:kson.(-orn North C.irohn.i Surrlh C.3rolin,i a Gf:()r-i'r d Florida Office Use Only: Form Vcrsion March 05 2 0 0 6 1 1 9 9 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processinb `i 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Pen-nit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27, WQC 3495 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? if. Applicant Information ap? W N D 1. Owncr/Applicant Information JUL 5 2006 Name: Environmental Banc & Exchange, LLC UE?N1tTr Np.a!a( H Mailing Address: South East Regional Office }??9,++Jlr.!??aNs,t::fi- . r 2530 Meridian Parkway Durham, NC, 27713 Attention: Norton Webster Telephone Number: (919) 806-4542 Fax Number: E-mail Address: Norton a,ebxusa.com 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: Daniel Ingram Company Affiliation: WK Dickson Mailing Address: 3101 John Humphries Wnyd Ralciah. NC 27612 Telephone Number: (919) 782-0495 Fax Number: (919) 782-9672 E-mail Address: din Tram a,wkdickson.com Updalcd 11/1/2005 Page 5 of 13 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Conoconnara Mitigation Site 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 0300112 4. Location County: Halifax Nearest Town: Tillery Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From Tillery continue on 561 cast. Site is approximately 1.2 miles on rip-ht. Site is accessed from farm path (Figure 1). 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 36.2407799 ON 77.4738370 °W 6. Property size (acres): Total property size is 560 acres. Enclosed in conservation easement is 186.6 acres. 7. Name of nearest receiving body of water: Looking Glass Run 8. River Basin: Roanoke River, USGS HUC 03010107090020 and NCDWQ sub-basin 03-02- 08 (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://112o.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: Looking Glass Run has a clraina,,e area of 562 acres (0.88 111i2) at the downstream end of the restoration nroicct. The wetland restoration area has a drainage area of 130 acres (0.20 mi`). The dominant land use is agricultural production of Updated 11 / 1/2005 Page 6 of 13 cotton and soybeans pine plantation and woodland. Local drainage patterns have been altered in the east to drain wetlands and promote agricultural production. The USGS Scotland Ncck NC topographic quadrangle (Figure 2) shows that drainage from the site flows in two directions. The northern portion of the site flows primarily to Conoconnara Swamp while the southern portion of the site drains to Looking Glass Run. There are numerous agricultural ditches and swales on the project property that are used to promote drainage. The ditches and swales were constructed to route water off the site, draining areas that were once wetland. On-site topoaphy, soils and existing wetland areas demonstrate that the site historically supported both riverine and non-riverine wetland areas. The restoration and preservation areas will be protected by a conservation easement. Areas of the property outside the conservation easement may continue to be used as woodland, pine plantation agriculture or wildlife food plots NRCS soil ?n Wiping and aerial photography is shown in Figure 2. 10. Describe the overall project in detail, including the type of equipment to be used: The project will involve the wetland restoration of PC cropland that drains to Conoconnara Swamp and restoration of Looking Glass Run. Stream restoration on Looking Glass Run will consist excavating a new channel and filling, the old channel (Figures 3 and 4). Native material revetments will be installed. This project also includes restoration and preservation of non-riverine wetlands. Wetland restoration activities will include plugging existing: ditches removing=, and re-grading=, the existing abandoned railroad bed and ditches, relocation of an existing overhead power line and re-,grading selected ditches outside the proposed conservation easement to aid site drainage patterns. All wetland restoration activities are taking place in non jurisdictional PC-cropland or uplands. Wetland preservation areas are located in non-riverine wetlands south of the wetland restoration area. No impacts are proposed in preservation areas. All disturbed areas will be stabilized and planted with native vegetation. Equipment to be used includes track hoes, bulldozers, trucks, and other earth moving equipment as necessary. The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. 11. Explain the purpose of the proposed work: The project is being developed to provide full delivery mitigation to the North Carolina Ecosystem Enhancement Program EEP) for impacts in hydrologic unit 03010107 of the Roanoke River Basin. The proposed stream restoration reach was disturbed by historic channelization and the proposed- wetland restoration area is prior-converted (PC) cropland that was ditched and drained. The Conoconnara Site has a history of agriculture and timber production. The site currently supports agricultural production (primarily cotton), woodlands, and pine plantation. The stream restoration will restore a natural flow pattern and create a design that will allow flows that exceed the design bankfull stage to spread out over the floodplain. The design, will provide for stable cross-sectional geometry, an increase in planform sinuosity, and restoration of sand-bed channel features and stream bed diversity to improve benthic habitat. The wetland restoration will create hydrologic retention and encourage species diversification that will provide a continuous non-riverine wetland system grading into riverine wetlands and the stream restoration site that will enhance wildlife habitat, wildlife passage, and water quality functions. The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. Updated H/1/2005 Page 7 of 13 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 pen-nits and certifications were issued or withdrawn. Provide photocopies of previously issued pennits, 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 previous submittals have been made to the USACE. A wetland delineation was perfonned by Wetland and Natural Resources Consultants (WNRC) and is provided as Figure 5. 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. An Erosion Control Plan will be submitted to NCDENR Land Quality Division prior to construction. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impacts resulting from the proposed restoration include: fillinu/plugging 3.785 linear feet of existing channel; excavating 5,073 linear feet of new channel; and clearing 8.33 acres of riparian wetland to provide construction access and temporary stockpile areas. No impacts will result from wetland restoration or preservation activities. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Updated 11/1/2005 Page 8 of 13 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain (yes/no) Stream (linear (acres) feet) Channel construction Permanent Mid-successional bottomland No Adjacent 0.88 hardwood forest Temporary Mid-successional bottomland construction access Temporary hardwood forest No Adjacent 8.33 and stockpile areas Total Wetland Impact acres 9.21 3. List the total acreage (estimated) of all existing wetlands on the property: 144 (estimated) 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact ' Stream Width Length Impact (indicate on ma Intermittent ? Before Impact (linear feet) acres Reach I Looking Glass Run Permanent Perennial 8 1,500 0.28 Reach 2 Looking Glass Run Permanent Perennial 12 1,515 0.42 Reach 3 Looking Glass Run Permanent Perennial 14 770 0.25 Total Stream Impact (by length and acreage) 3,785 0.95 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Na me Type of Waterbody Area of Site Nunnber applicable) e) (if Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) N/A Total Open Water Impact (acres) 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.95 Welland Impact (acres): 9.21 Open Water Impact (acres): Total Impact to Waters of the U.S. (acres) Total Stream Impact (linear feet): 3,785 updated 11/1/2005 Page 9 of 13 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. S. Pond Creation (N/A) If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stornwater requirement, etc.): Current land use in the vicinity of the pond: 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. Due to the nature of this project avoidance is not possible Impacts are minimized using a staged construction approach Where possible the channel will be constructed prior to turning stream flow into a segment This approach allows minimization of the impact of each stage during the project construction. Additionally all work in wetlands and streams will be conducted during dry conditions and/or with mats to protect soil structure. Efforts will be made to preserve individual high value trees located within the stream restoration area. The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted updated 11/1/2005 1'abe 10 of 13 aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://l12o.enr.state.ne.us/newctIands/stnngidc.htm1. 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. N/A 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 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): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Updated 11/1/2005 Page I 1 of 13 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 ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to detertnine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. I I Zone* Impact Multiplier Required (souare feet) Mitieation 1 3 (2 for CataNrba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0244, or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss storniwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. N/A -No changes in impervious acreage proposed. Updated 11/1/2005 Page 12 of 13 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. 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 pen-nit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our wcbsite at http://h 2o.crinstate.nc.us/ncwetIands. If no, please provide a short narrative description: This is a stream and wetland restoration site that will be protected through a conservation easement and will not facilitate or deter surrounding development. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these pennits. 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). The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated I1/ 1 /2005 Page 13 of 13 Jul 10 06 03:39p BLACK OAK - EIIX 410-356-0464 p.2 X1I. Sewage Disposal (required by D«'Q) 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. N/A XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Z Is this an alter-the-tact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality'? Yes If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with ? the most recent North Carolina Division of Water Quality policy posted on our website at httiWili2o.enr state nc us/newetlands. If no, please provide a short narrative description: This is a stream and wetland restoration site that will be protected through a conservation easement and will not facilitate or deter surrounding development. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired constriction dates to allow processing time for these pennits. However, an applicant may choose to list constraints associated witli 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). The enclosed .,. ,7( 1d (dam ppli"Ut/Agent's Signature Date (Agent Si Oat re is valid only if an authorization letter from the applicant is provided.) Updated l l/i/2005 Page 14 of 14 i. l • ; ?a u' .. 700 V , ,13 ? Sha y Grovetd" Tillery \' , .Ea Very ,OegR lac _.' ?? ---- T ( \ t i? _ e3 1' 56 Ca}?I 1 : ?itlrr (`'? el E $ ' j } \ \ \ <_ , $ Ch ^ j / F it 63 1 , Project Site 'Q Shields Rd HALIFAX 64 AX Us 158 CIi tip .,C-3? SITE . y /V )r U ^ ., F? t NC-9;, > 9J1 CU 030 ?OO?pB NC'44 J s c_z2 } !4 r '?- ^?J - 1sa N w ?Scale: NTS Figure 1 LEGEND Vicinity Map Road ti Conoconarra Swamp, Halifax County, NC Existing Waterbody ?x>• SOURCES: NCDOT, NRCS, USGS HUC 03010107090020 .... 0 5001,000 2,000 3,000 4,000 HALIFAX COUN Scale: NTS Feet SOIL SERIES LEGEND Non-Hydric Soils Hydric Soils Soils With Hydric Inclusions BoB Bonneau loamy fine sand, 0 to 4% slopes CwA Chewacla and Wehadkee soils, AaA Altavista fine sandy loam, 0 to 3% slopes, EmC Emporia fine sandy loam, 6 to 10% slopes 0 to 1% slopes, occasionally flooded rarely flooded GtB Grn ney fine sandy loam, 2 to 6% slopes RoA Roanoke loam, 0 to 2% slopes, DggA Doggue silt loam, 0 to 3% slopes StA State fine sandy loam, 0 to 2% slopes occasionally flooded WaA Wahee silt loam, 0 to 2% slopes, StB State fine sandy loam, 2 to 6% slopes y rarely flooded Is?G?m. Figure 2. x Soils Map i f.`fL Conoconnara 0 250 500 1,000 1,500 2,000 ?I 1.1 1 Feet SOURCES: NCDOT, NRCS LEGEND - Proposed Conservation Easement Road Stream St Soil Type DgA] Hydric Soils ?t 6'?p r.S 6yso r.x -. s 6S' 6aa ??aM og e;e6 REACH 1 C'F 1 50 0 125 250 5C x Lm 1 inch = 250ft. LIMITS OF CONSERVATION EASEMENT ?CE \ REACH 2 V G? v 1` 1 C 1 J/ (cF LCE ??(C f uNt 3101 A01w --PIES -D K111110 FOR O,rC ..EKA NC 27617 ENVIROMENTAL BANC & EXCHANGE, LLC w ?..,/\?( /VS?O?'NA? 9191762-0195 -10-s FIGURE 3 R? ( e. CONOCONNARA RESTORATION WE W002WNA DICKSON 0rra°laoum,: CDNSrauDP1 .., STREAM RESTORATION DESIGN =EV NO [ESCk.T,0x 0,1E m.., y ?am11mC1r. cmwnml>< Nw%h Cmd., HALIFAX COUNTY, NORTH CAROLINA REH90NS 2/6/2006 sm,m cma?° bwao KCO D D. GF, \ TYPICAL CROSS SECTIONS 2.7! TYPICAL POOL CF?OSS SECTION STRAIGHT REACH 1.00 -7 7 1.50 1.00 Ili- REACH 1 1050 t.SO-I 3.75 3.75 -1.50 BANKFULL STAGE TYPICAL P00IL CROSS SECTION FOR STRAUGHT REACH REACH 2 i 10. .00 2.00 -I 1.00 F ANKFUIL STAG?? _ 145 ,.! 0.75 TYPICAL POOL CF40SS SECTION FOR STRAICH7 REACH REACH 3 ENVIROMENTAL BANC & EXCHANGE, LLC CONOCONNARA RESTORATION HALIFAX COUNTY. NORTH CAROLINA FIGURE 4 PROJECT MANAGER DRAWING SCALE 3101 JOHN HUMPHRIES WYND DPI NTS RALEIGH, NC 27612 DRAWN By PROJECT DATE (919) 782-0495 TRS 07/2006 W APPROVED BY PROJECT NUMBER Office Locations: DICKSON LE 60020.00.RA Lit infrastructure consultants North Carolina Georgia communit FILE NAME PLOT GATE y South Carolina Florido STREAM 07/2006 7.r 1.00 ? 2.00 -2.00 2.00 BANKFULL STAGE tp 0 25 I TYPICAL SHALLOW ROSS SECTION rL REACH 1 1-1.50- 2.00- T 1.50 0.50 9.50 - 3.00 3.00 :FULL STALE SHALLOW CROSS SECTION REACH 2 13100 2.50 2.SO 2.00 150 3.50 t.oo e,"KFl}L STAr TYPICAL SHALLOWICROSS SECTION 0.50 REACH 3 Ebb Ea. ?eL x?yy' 6?3 yy R BibA r4b?b x; 6e 4s?s eb,? :6kz o-$eY a??a Draft Wetland Approximation WNR,INC 2122106 Riverine Wetlands +/- 22 Acres Non-Riverine Wetlands +/- 88 Acres 500 0 250 500 1000 1 inch = 500It. x.[ 7101 JONH HUYAIFYES ¦ttJ1 REL[6Y0 FOR DniL 6--- ? WK RµE1Cn.NC27617 ENVIROMENTAL BANC & EXCHANGE, LLC (919) 781-0695 wRRD?.LS FIGURE 5 ??/°`? ?DICKSON CONOCONNARA RESTORATION 0'1..L.--. WETLAND DELINEATION DESIGN _ CDNSIRUCION ,n No DESC6+ 'O. D.1[ RE 60019 wRr. W,,,,y,Rr ilhaR666?R?ov?JfaAR N- Cud.,. C-9.a HALIFAX COUNTY, NORTH CAROLINA REVISIONS I•eVa. 02- 1/6/1006 S.th c-, Fink- RECORD DRo. ? , t ,, . y VO, Office Use Only: Form Vcrsion March 05 26(}61 1 99 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing Check all of the approval(s) requested for this project: - ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Pen-nit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27, WQC 3495 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), chec rdt=3 0 M ? D V D II. Applicant Information JUL 2 5 2006 1. Owner/Applicant Information UENtt - wA?tH QUALITY Name: Environmental Banc & Exchange, LLC NNE7t DSAhosTCRIAd,TERBRMCH Mailing Address: South East Regional Office 2530 Meridian Parkway Durham, NC, 27713 Attention: Norton Webster Telephone Number: (919) 806-4542 Fax Number: E-mail Address: Norton nebxttsa.corn 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: Daniel Ingram Company Affiliation: WK Dickson Mailing Address: 3101 John Humphries Wnyd Raleigh, NC 27612 Telephone Number: (919) 782-0495 Fax Number: (919) 782-9672 E-snail Address: dingram a,wkdickson.com Updated I 1 / 1 /2005 Page 5 of 13 r 111. 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: Conocomlara Mitigation Site 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 0300112 4. Location County: Halifax Nearest Town: Tillery Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From Tillery continue on 561 east. Site is approximately 1.2 miles on right. Site is accessed from farm path Figure 1). 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 36.2407799 ON 77.4738370 °W 6. Property size (acres): Total property size is 560 acres. Enclosed in conservation easement is 186.6 acres. 7. Name of nearest receiving body of water: Looking Glass Run 8. River Basin: Roanoke River, USGS HUC 03010107090020 and NCDWQ sub-basin 03-02- 08 (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at littp://li2o.eiir.state.ne.us/admiii/niaps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Looking Glass Run has a drainage area of 562 acres (0.88 in i2) at the downstream end of the restoration nmiect_ The wetland restoration area has a drainage area of 130 acres (0.20 mil. The dominant land use is maicultural production of Updated 11/1/2005 Page 6 of 13 cotton and soybeans pine plantation and woodland. Local drainage patterns have been altered in the past to drain wetlands and promote agricultural production. The USGS Scotland Neck NC topographic quadrangle (Figure 2) shows that drainage from the site flows in two directions. The northern portion of the site flows primarily to Conoconnara Swampy while the southern portion of the site drains to Looking., Glass Run. There are numerous agricultural ditches and swales on the project property that are used to promote drainage The ditches and swales were constructed to route water off the site, draining areas that were once wetland. On-site topography, soils and existing wetland areas demonstrate that the site historically supported both riverine and non-riverine wetland areas. The restoration and preservation areas will be protected by a conservation easement. Areas of the property outside the conservation easement may continue to be used as woodland, pine plantation agriculture or wildlife food plots NRCS soil mapping and aerial photograph shown in Figure 2. 10. Describe the overall project in detail, including the type of equipment to be used: The project will involve the wetland restoration of PC cropland that drains to Conoconnara Swamp and restoration of Looking Glass Run Stream restoration on Looking Glass Run will consist excavating a new channel and filling the old channel (Figures 3 and 4). Native material revetments will be installed. This project also includes restoration and preservation of non-riverine wetlands. Wetland restoration activities will include plugging existing- ditches, removing and re-grading the existing abandoned railroad bed and ditches, relocation of an existing overhead power line and re-grading selected ditches outside the proposed conservation easement to aid site drainagpattems. All wetland restoration activities are taking lace in non jurisdictional PC-cropland or uplands. Wetland preservation areas are located in non-riverine wetlands south of the wetland restoration area. No impacts are proposed in preservation areas. All disturbed areas will be stabilized and planted with native vegetation. Equipment to be used includes track hoes bulldozers, tnicks, and other earth moving equipment as necessary. The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. 11. Explain the purpose of the proposed work: The project is being developed to provide full delivery mitigation to the North Carolina Ecosystem Enhancement Program (EEP) for impacts in hydrologic unit 03010107 of the Roanoke River Basin. The proposed stream restoration reach was disturbed by historic channelization and the proposed wetland restoration area is prior-converted (PC) cropland that was ditched and drained. The Conoconnara Site has a history of agriculture and timber production. The site currently supports agricultural production (primarily cotton) woodlands, and pine plantation. The stream restoration will restore a natural flow pattern and create a design that will allow flows that exceed the design bankfiill stage to spread out over the floodplain. The design will provide for stable cross-sectional geometry an increase in planfortn sinuosity, and restoration of sand-bed channel features and stream bed diversity to improve benthic habitat. The wetland restoration will create hydrologic retention and encourage species diversification that will provide a continuous non-riverine wetland system grading into riverine wetlands and the stream restoration site that will enhance wildlife habitat, wildlife passage and water quality functions. The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. Updated 11/1/2005 Page 7 of 13 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 pen-nits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful inforniation. 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 previous submittals have been made to the USACE. A wetland delineation was performed by Wetland and Natural Resources Consultants (WNRC and is provided as Figure 5. 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. An Erosion Control Plan will be submitted to NCDENR Land Quality Division prior to construction. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, pennanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forns should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impacts resulting from the proposed restoration include: filling/plugging 3.785 linear feet of existing channel; excavating 5,073 linear feet of new channel; and clearing 8.33 acres of riparian wetland to provide construction access and temporary stockpile areas. No impacts will result from wetland restoration or preservation activities. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Updated 11/1/2005 Page 8 of 13 Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact indicate on map) ( p) herbaceous, bog, etc.) b> ) Flood lain P (yes/no) Stream (linear feet) (acres) Channel construction Permanent Mid-successional bottomland No Adjacent 0.88 hardwood forest Temporary Mid successional bottomland construction access Temporary hardwood forest No Adjacent 8.33 and stockpile areas Total Wetland Impact acres 9.21 3. List the total acreage (estimated) of all existing wetlands on the property: 144 (estimated) 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Stream Width Length Impact (indicate on ma) Intermittent? Before Impact (linear feet (acres) Reach 1 Looking Glass Run Pcnnanent Perennial 8 1,500 0.28 Reach 2 Looking Glass Run Pcnnanent Perennial 12 1,515 0.42 Reach 3 Looking Glass Run Permanent Perennial 14 770 0.25 Total Stream Impact (by length and acreage) 3,785 0.95 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name Watcrbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake' pand estuary' sound bay' Impact (indicate on ma) ocean, etc. acres N/A Total Open Water Impact (acres) 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.95 Wetland Impact (acres): 9.21 Open Water Impact (acres): Total Impact to Waters of the U.S. (acres) Total Stream Impact (linear feet): 3,785 updated 11/1/2005 Page 9 of 13 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation (N/A) If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/elnbanklnent, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: VII. Impact Justification (Avoidance and 11'linimization) 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. Due to the nature of this project, avoidance is not possible. Impacts are minimized using a staged construction approach. Where possible the channel will be constructed prior to turning stream flow into a segment. This approach allows minimization of the impact of each stage during the project construction. Additionally all work in wetlands and streams will be conducted during dry conditions and/or with mats to protect soil stricture. Efforts will be made to preserve individual high value trees located within the stream restoration area. The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted watering, irrigation, aesthetic, trout pond, Updated 1 i/1/2005 Page 10 of 13 aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing; and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://l12o.enr.state.nc.us/ncwctlatids/stniigide.htinl. 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. N/A 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional infonnation regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 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): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Updated 11/1/2005 Page 11 of 13 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 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ? 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. I Zone* I Impact Multiplier Required (sauare feet) Mititation 1 1 1 3 (2 for Catawba) 1 2 1 1.5 1 1 Total I I I I * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XI. Stormivater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stortnwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. _ N/A -No changes in impervious acreage proposed. Updated 11/1/2005 Page 12 of 13 X11. 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. N/A XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h 2o. en r. state.nc.us/ncwetIands. If no, please provide a short narrative description: This is a stream and wetland restoration site that will be protected through a conservation casement and will not facilitate or deter surrounding development. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). The enclosed CD-ROM contains the Restoration Plan and discusses the project in detail. Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) uraatcd H/1/2005 Page 13 of 13 Jul 10 06 03:39p BLACK ORK - EBX 410-356-0464 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. N/A 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. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr state nc us/ncwetlands. If no, please provide a short narrative description: This is a stream and wetland restoration site that will be protected through a conservation casement and will not facilitate or deter surrounding development. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these pennits. 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). Updated H/1/2005 ?plieall iLniatur '7 J10 /0641 tl,genc's signature Date is valid only if an authorization letter from the applicant is provided.) p.2 Page 14 of 14 y , ?a ut 0 :'o ut N Sha Y Grove Tillery y t ?U.t , r„n„ - T ?\ji.. " c3 2i11ci?(e? ?xt ,S. $ 'T >?ery ?:?` "^?t ?' •Gres9+?R"? ?'? ?? # 56 Cal cvi \ l•-• . t\\ . \ Bch t a} i ,. l ?•? ??` _/? l`` Project ?? __?i ??. ? ? \?,:0 • ?'wv .yam I ?? ? f? "1 "" ?r ? ? ?h? o-' ?o ?Shield.? Rd --.•??l 1, .?• ?? _ ? ? ., , • %, t' HALIFAX r% ° 11 I't a 11)" t L \ 1` 7 _ v??? i -- ss w NC-46 '\bb T^US-15g NG US-158 1 ? / ^ tQ7 NC•37 /VC SITE y Nc4? ?k tiC, '•?C3 Z f i' J G8 ? b 1 1 ,' ` t / .: i •. } `'? -?_?. US N ti ?!t ? _ `" • 4 ; i '' ?G NG'ZlZ ?Scale: NTS I; Figure 1 LEGEND a Vicinity Map Road Conoconarra Swamp, Halifax County, NC ? s ??• Existing Waterbody SOURCES: NCDOT, NRCS, USGS HUC 03010107090020 HALIFAX COUNTY i 0 5001,000 2,000 3,000 4,000 Feet Scale: NTS Non-Hydric Soils BoB Bonneau loamy fine sand, 0 to 4% slopes EmC Emporia fine sandy loam, 6 to 10% slopes GtB Gritney fine sandy loam, 2 to 6% slopes StA State fine sandy loam, 0 to 2% slopes StB State fine sandy loam, 2 to 6% slopes SOIL SERIES LEGEND Hydric Soils CwA Chewacla and Wehadkee soils, 0 to 1 % slopes, occasionally flooded RoA Roanoke loam, 0 to 2% slopes, occasionally flooded Figure 2. Soils Map ` Conoconnara s 0 250 500 1,000 1,500 2,000 Feet SOURCES: NCDOT, NRCS Soils With Hydric Inclusions AaA Altavista fine sandy loam, 0 to 3% slopes, rarely flooded DggA Dogue silt loam, 0 to 3% slopes WaA Wahee silt loam, 0 to 2% slopes, rarelv flooded LEGEND Proposed Conservation Easement Road Stream St Soil Type [pgA1 Hydric Soils ?.? ?c L?E i/ ?F LIMITS OF CONSERVATION EASEMENT tCE \ tcE G? v v v, W ? 11 J\ \ 1\ 1?l1 V 1 1 V ?cF ?_LCE -\(OE aCV. MJ Cf ScR,PT,CN Da IE RENSIONS .a r' -' X 0 3w, J MU-",S n o RELEASED RCR DATE C4? 5 0 , t?J?/ R4E?J+,W 77617 vYK (919) 797-0495 -ROruS o„ , DICKSON w[ W 7. 0".. w&, -: d7 N"th c -4, : nYmlruciw? [a+blmlf Main aanR coMvaucuaM 776/7oRe Sam taa.R I-- REACH 2 151 ENVIROMENTAL BANC & EXCHANGE, LLC • CONOCONNARA RESTORATION FIGURE 3 STREAM RESTORATION DESIGN 1 1 HALIFAX COUNTY, NORTH CAROLINA TYPICAL CROSS SECTIONS 7 -1.00_{ 2.75 RANKFULLL TYPICAL POOL CT SECTION STRAIGHT EACH 1. SO t.oo REACH 1 10150 F1.50- 3.75 3.75 -t BANKFULL STAGE 7.V 1.00 2.00 2.00 2.00 BANKFULL STAGE f? 0 25 1 TYPICAL SHALLOW ROSS SECTION REACH 1 9.50 -1.50 -2.00 1.00 3.00 I BANKFULL STAGE 2.00 1.50 0.50 I SHALLOW CROSS SECTION TYPICAL POO CROSS SECTION FOR STRAGHT REACH REACH 2 10. 1.00 --1.50 .00 -2.00 ANKFULL STAG (" 1.?5 L ? 0.75 TYPICAL POOL CFOSS SECTION FOR STRAICHjf REACH REACH 3 REACH 2 13100 2.50 2.50 2.00- 2.50 3.50 aANKFVIl STAGE i oo TYPICAL SHALLOW CROSS SECTION 0.50 ENVIROMENTAL BANC & EXCHANGE, LLC CONOCONNARA RESTORATION HALIFAX COUNTY, NORM CAROLINA REACH 3 FIGURE 4 PROJECT MANAGER DRAWING SCALE DPI Nr5 3101 JOHN HUMPHRIES WYND s RALEIGH, INC 27612 DRAWN BY PROJECT DATE (919) 782-0495 TR Mjwp=WK TRS 07/2006 06 ¦`,`A APPROVED BY PROJECT NUMBER D' C A Jo A ' !t! Office Locations: ME 6002o.oo.aA V ` ?.1 FILE NAME PLOT GATE Community infrastructure consultants North Carolina Georgia South COr OinO Florida STREAM 07/2006 F?a 6a! ?b( het x1;' exb r?iy sx:? x, ?a Ya Draft Wetland Approximation WNR,INC 2122106 Riverine Wetlands +/- 22 Acres Non-Riverine Wetlands +/- 88 Acres 500 0 250 500 1000 'I 1 inch = 500ft. ?(V NO O(SCR>ti0« D,IE REVISIONS 3101 JL«x wuP ES u1ND PECEPSED !ON Dale „ ^ (919) 7e2-0%25 VV wveu+us ch 2 2. I?yDICKSON Q Y( 2 600]3 DO ru alp,. lotoi= ,. 4O11? Salo Cv Gdg.o CO caalPUnn« ima033C6 1/6/3006 S- Co- Na?EO P(CDRD DxG. ENVIROMENTAL BANC & EXCHANGE, LLC FIGURE 5 CONOCONNARA RESTORATION WETLAND DELINEATION DESIGN HALIFAX COUNTY, NORTH CAROLINA