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HomeMy WebLinkAbout20061780 Ver 2_401 Application_20070607 /~WK rDICKSON community infrastructure consultants June 6, 2007 Mr. Bill Biddlecome U.S. Army Corps of Engineers Wilmington District -Regulatory Division Washington Field Office Post Office Box 1000 Washington, North Carolina 27889-1000 RE: Preconstruction Notification Floogie Mitigation Site Dear Mr. Biddlecome: C~ ~ ~ ~~ ~ U JUN ~. ` 200% ~E~1R - b`dA7ER C2U,~i_1Tl` 'tAl£TL.q.NQp N.~lD aT'??fdPr~+.A7cR BRAt~JCH i~~~ The attached NWP 27 PCN and restoration plan for the Floogie mitigation site is presented by WK Dickson on behalf of Environmental Banc and Exchange (Applicant). The goal of the project is to provide full-delivery mitigation to the North Carolina Ecosystem Enhancement Program for impacts in hydrologic unit 03010107 of the Lower Roanoke River Basin. The Floogie Site is located in Bertie County, North Carolina approximately nine miles northeast of Windsor. The property is 827 acres located west of Browns School Road (SR 1348) and is accessed via a farm road north of the Flat Swamp Creek crossing. The proposed mitigation includes 10,251 linear feet of stream restoration on Flat Swamp Creek and 25.19 acres of riverine wetland restoration. 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 Floogie Site has a history of agriculture and timber production. The site currently supports agricultural production aclear-cudpine plantation. Following the initial PCN submittal in November 2006 and subsequent vegetation survey and aquatic habitat assessment, the Floogie project has been substantially re-designed to avoid and minimize impacts to high quality wetlands while continuing to provide substantial functional uplift. Specifically, Reach 3 has been shifted to the left bank to avoid mature hardwood wetland forest and Reach 4 has been re-designed to stay within the existing channel. Also, temporary construction impacts have been minimized by removing stockpiles areas and construction access corridors from the wetland areas. These modifications have decreased stream mitigation units from 11,420 to 10,251. Permanent wetland impacts have decreased 43 percent, from 2.12 acres to 1.21 acres. Additionally, the Floogie Restoration Plan adheres to the SMART mitigation goals: Specific The Floogie Restoration Pla and the activities designed parameters were restoration. :3"!{)1 ~{~>hr7 i~lut~r7~:~~~ri~:a~ V1~'yk~~~~~ l~alc~i~:,}~, ~C: 27f~12 i ~~x `~ I ~~.7f32.t}£3i 1 Gv~vGV.w (c<~ i c, i«c~n. cr~~~~ n and construction plans specify the target functions lost quantified through special studies and replicated in the proposed to restore those functions. Habitat and vegetation *~r~rY4~ ~~~~r~~iir~r:~ S~~E~ti~ C~[:~r~~~liri<~ C:,r~t~~~~ia ~ I~iz~ricle.~ ., Measurable The restoration plan clearly describes the measured parameters and the success criteria are written to provide measurable milestones. Attainable The Floogie Restoration Plan incorporates restoration activities that have been applied and refined on many previous mitigation sites. The target functional uplifts are innovative but attainable due to the application of standard restoration practices. Reasonable The attached restoration plan is a result of collaboration between the Applicant, WK Dickson, NCEEP, and regulatory agencies. All parties have had substantial input and reached a consensus on goals, design parameters, and success criteria. The result is a reasonable mitigation project. Trackable The Applicant has made monitoring and pro-active management of mitigation sites a priority in their business practice. The success of the Floogie mitigation project will be tracked through clearly written goals and success criteria, implementing the monitoring plan, and actively managing potential problem areas. The success criteria and monitoring plan are described in the attached restoration plan. Thank you for your prompt attention to this important project and please contact me at 919-782-0495 if you have questions or require additional information. Sincerely, W.K. Dickson & Co., Inc. ~/ _ Daniel P. Ingram Attachments CC: Norton Webster, EBX NCDWQ 401 Unit File 50431.OO.RA Pr-~. ".~'„ ~ .;',>~ U Office Use Only: USAGE Action ID No. No. Form Version March OS (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 ^ 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: ^ ~, II. Applicant Information ~ ~-- ~~ `;! ~ ~'~~ ~~~ 1. Owner/Applicant Information JUN ~ ,~ 20D1 Name: Environmental Banc & Exchange, LLC ~~~~,+~ ,.___ WF,Ttn+~p,~,na~p.STn~a~~ , Mailing Address: South East Regional Office ~7~~ srbar~ci~ 909 Capability Drive, Suite 3100 Raleigh, NC, 27606 Attention: Norton Webster Telephone Number: (919) 829-9909 Fax Number: (919) 829-9913 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 Wn_yd Raleigh, NC 27612 Telephone Number: (919) 782-0495 Fax Number: (919782-9672 E-mail Address: din rg am(c~wkdickson.com Updated 11/1/2005 Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. if full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Floo ig e Mitigation Site 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): (6 parcels) 6836386851, 6837503535, 6836585672.6836781176.6836668225.6836636697 4. Location County: Bertie Nearest Town: Windsor Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From Windsor, drive approximately 5.3 miles on U.S. 17 East. Turn left onto Wakelon Road (SR 1001 . Drive approximately 5 miles on Wakelon Road to Bull Hill Road (SR 1301). Turn right on Bull Hill Road and travel approximately 2.5 miles and turn left onto Browns School Road (SR 1348). Site is approximately 2.5 miles on left. Site is accessed from farm path 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): 36.1183245 °N 77.8502890 °W 6. Property size (acres): Total property size is 827 acres. Enclosed in conservation easement is 74.45 acres. 7. Name of nearest receiving body of water: Flat Swamp Creek 8. River Basin: Lower Roanoke River Basin (USGS HUC 030101071600511 and NCD sub-basin 03-02-10 (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/adminhnaps/.) Updated 11/1/2005 Page 2 of 9 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Flat Swamp Creek has a drainage area of 2,150 acres (3.36 drainage area of 1,456 acres (2.28 mi`). The dominant land use is_a~ricultural production of cotton and corn, pine plantation, and woodland. Local drainage patterns have been altered in the past to drain wetlands and promote agricultural production. The USGS Merry Hill, NC topographic quadrangle shows that drainage from the site flows in a southerly direction Figure 2). The stream is a tributary to Hoggard's Mill Creek. There are numerous agricultural ditches on the project property that are used to promote drainage to the adjacent channel. The ditches and swales were constructed to route water off the site, drainin a that were once wetland. NRCS soil mapping and aerial photography is shown in Figure 3• On-site topog~phy, soils, and existing wetland areas demonstrate that the site historically supported both riverine and non-riverine wetland areas. The restoration and buffer 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 (Fi urg e 4)• 10. Describe the overall project in detail, including the type of equipment to be used: The project will involve the stream restoration of Flat Swamp Creek and the wetland restoration of adjacent PC cropland and pine plantation. Stream restoration on Flat Swamp Creek in reaches 1-3 will consist of excavating a new channel and filling the old channel. Restoration of reach 4 will consist of adding revetment structures to the existing channel and increasing access of channel to existing wetland. Native material revetments will be installed. Wetland restoration activities will include plugging and filling existing ditches, relocating the existing farm access road, 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. 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 attached Restoration Plan discusses the project in detail. 11. Explain the purpose of the proposed work: T'he project is bein developed to provide full delivery mitigation to the North Carolina Ecosystem Enhancement Pro r~EEPL impacts in h~gic unit 03010107 of the Roanoke River Basin. The stream restoration will restore a natural flow pattern and create a design that will allow flows that exceed the design bankfull sta e~pread out over the floodplain. The design will provide for stable cross- sectional eg ometr~ 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 h.. d~gic retention and encourage species diversification that will provide a continuous riverine wetland s,, s~ rig into riverine wetlands and the stream restoration site that will enhance wildlife habitat, wildlife passage, and water quality functions. The attached Restoration Plan discusses the nroiect in detail. Updated 11 / 1 /2005 Page 3 of 9 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. A previous PCN was submitted on 11/07/07. The project was subsequentl ry edesigned to maximize wetland impact avoidance and minimization. A JD request was submitted to USACE on 02/01/07. A site visit was performed by Bill Biddlecome on 03/13/07. A final wetland map is provided as Fi u 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 has been approved by NCDENR Land Quality Division on 12/08/06. 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: filling_/plugging 5,553 linear feet of existing channel; excavating linear feet of new channel resulting-in 1.21 acres of permanent wetlands impacts; temporary stream impacts (in Reach 4) resulting from structures being added inside the existing channel; and clearing 3.34 acres of temporary wetland impacts to provide construction access. No impacts will result from wetland restoration 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 4 of 9 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 1.21 hardwood forest Temporary Temporary Mid-successional bottomland No Adjacent 3.34 construction access hardwood forest Total Wetland Im act (acres) 4.55 3. List the total acreage (estimated) of all existing wetlands on the property: 260 (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 Im act (linear feet) (acres) Reach 1 Flat Swamp Creek Permanent Perennial 15 1,930 0.665 Reach 2 Flat Swamp Creek Permanent Perennial 15 1,920 0.661 Reach 3 Flat Swamp Creek Permanent Perennial 12 1,820 0.501 Reach 4 Flat Swamp Creek Temporary Perennial 17 615 0.240 Total Stream Impact (by length and acreage) 6,285 2.07 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) T e of Im act yP p lake and estua sound ba ( ' p ry' y' Im act p (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: Temp. Perm. Total Stream Impact (acres): 0.24 1.83 2.07 Wetland Impact (acres): 3.34 1.21 4.55 Open Water Impact (acres): 0 0 0 Total Impact to Waters of the U.S. (acres) 1.21 5.17 6.38 Total Stream Impact (linear feet): 615 5,670 6,285 Updated l l/1/2005 Page 5 of 9 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/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.): 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 sta e 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 stream restoration along Reach 3 has been shifted to the left bank to avoid impacts to high quality bottomland hardwood wetlands. Reach 4 has been redesigned to avoid permanent impacts to high quality bottomland hardwood wetlands The attached Restoration Plan discusses the nroiect 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. Updated 11/1/2005 Page 6 of 9 USACE - h1 accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http:/!h2o.enr.state.nc.us/ncwetlands%stnng ide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a 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 htt~://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 ofNon-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 ^ Updated 11/1/2005 Page 7 of 9 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether aNEPA/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 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Miti>?ation 1 3 (2 for Catawba) 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 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. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss Stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If Updated 11 /l /2005 Page 8 of 9 percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. N/A -No changes in impervious acreage proposed. 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. XIll. 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://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 easement and will not facilitate or deter surroundin dg evelopment. 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 attached Restoration Plan discusses the project in detail. O b~o7 /~'7 ~ Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 9 of 9 9 -~-~.~,...~ i ~ ~`~ Powellsville ~ ~ ' a ~ ~Col'erain---~ I ~~ ~ - ~~ ~_, . ~-- ~.. ,, r ~,_ ~..w-=: i ~,tl1 a Project Site ~"'-~ d~ ~~_.~. ~. `~~ _ ~ - ~' 45 m 13 -~ ,' ~` '"°~ ~~ ~- ~,,,,.. _~. , ~ ~. w~ z ..- ~ ~ _: ~, °: ~_~~ . / ~, r. ,~ - ,a 17 `~ Windsor _ *~~~ ~ ., ' ~~ ~' ~ ~;, FkU~3~901~~ ~~ ~ ~ t ~W~: RJTS ~ Figure 1. LEGEND Road Project Vicinity Map Existing Waterbody Floogie Site HUC 03010107160050 0 0.5 1 2 3 4 ~EF~~KE "~E~~"FY Miles ~~-<~fe ~T~ .~ 1 A { ~ 1 ~ l '~ 0~~ ~OiT i' D ~I11~6 ~ , 11 ,pd/ Ooh ltd 1 ~.. -, . +r: ~+se3.~ . err owp h ~o `~eM o ~ a e a I~ ~ t~ / _ -- ~ - , ~?P- ~ --- - -- - r-----. ~ ~_ ~r/ ~. _ .,......~• -' i III ~. rp - ~ ~,~... ~ .~~ 1 _- '-.. .. .~ _ ~ _ • "-I'~ Proposed Rlverine ~ • ~. , e` } Wetland Restoration - ' °~ ••f ~ ~ ~ ] III N • ~,, ~. ~g °. .- i} . ~p r fy r j - • ~ ~ ~ ~ ` ~ _ -` : ~s° Proposed S eam ~"" - _. tr • 's 4 s + ~~ ~'~ Restoration ~ i _. • ,. ~~ 3 ~' ~- Existing Wetland Boundary •, ~ ~ , __ ,~ x -> ~ ,~ '~ N ,r , ±I '"~ a ...... .. _. ____ ~ ae '=~/ . t ~.., __ ~ i _ ~. i ~ ~~ _ ,^ i, \ ' t ~... d _ ' , I ... ~ r ~" j e _ .:~ -; Cem ; ,-.,,- a-- ~<--: Note: Water;ztie~ B unary wag~deliogafed using LID R data and not SGS topo ~- ` ~~ ~- ~ "" e . LEGEND ~ Figure 2. NcDOr Roads USGS Quadrangle Map Stream Foisting Wetland Boundary Floogie Site ~ project Area ~ *„ Potential Riverine 0 1,000 2,000 4,000 Wetland Restoration Feet O Watershed Boundary *k .4i~~~ ~ ;.,~ ,~ = _ p 4 F ,~. , ,r ~ „ ~ t ~ ~ ~ ~ , ,~~, ~„ ~ ~~ ~, ~~:; sa~~a~ 5.. GoA Na GoA ~ "RlyMi'r _ .~c ar « ~'., kt/~6. yrpa,a ~*,.! Proj ect Area - :~'`~ ~ <.~ ' ~ . ~ ~_ ' ~` ~f ~A.S... ~. jw':.'~. ~ ~ E A .. ,, x ~ M a ExA ~'~` _ ~ ~ ~ Na `~~ 1 ,. ~ ,. .~ ~ „~ ' GoA ,~' . ~ >a~ ,. ~. o ~ . ~~ ExA ;~. ~~ - +~. e< ~ ~ ~`- , ~ w ; - - ~ .: , • ~, God ~ s, y« ~.~. . . , - ~~..~+... ,- w.,, a :.. .~ - ' - ~ ExA .. Na _~.~ ' ~ ~ W TT ., _-. ~`• .. ,gip 1i" .~. ~' ~~. R °-~, `:` `~ - .• 1-~ ?' . x y .'gSw4 b .:.'a'~1'a~ +kei ~ ~.. S M b Y ;A# ?.~ k _ t ~ v S a ~~ ~ „Z , - ~ _~ r k - _ ExA sue a rY n °~~' ~ ~.. s ~ "~ i' . ~.T~„+~Yq d~ _ 1 ~.; f ~ r ~ ,, .,.~~' a .e ~ i ... a ~. ~ ~ ,n ~ r'It' i '~ . 6 . ~~ ~° .. .,V . M' ..... _ .. , Am*`~ s . ~ a v ... ,6 ~. . . a - .A Y +. 5 h :rv ~ ~ a .+ . n ` SOIL SERIES LEGEND Hydric Soils Non-Hydric Soils GoA Goldsboro sandy loam, 0 to 3% slopes Na Nahunta very fine sandy loam ExA Exum very fine sandy loam, 0 to 2 % slopes Gt Grantham silt loam Ra Rains sandy loam Ly Lynchburg sandy loam WE Wehadkee loam, frequently flooded ® Figure 3. LEGEND ~ Soils Map NCDOTRoads Stream Floogie Site GoA Soil Series and Phase 0 250 500 1,000 1,500 2,000 ~ Project Area Feet ~~ ~~ rte, ~: ~ ~~r~+i;'; =:: `~ Figure 4. LEGEND i ~-=-~ `'%' i-~ to ~~' '~----~ ,~~,`Existing Stream Conditions NCDOT Roads ~~' Existing Stream Reaches FI00 ie Site ProedArea JUN ~ ~; ~OL~i g Q i 0 250 500 1,000 1,500 2,000 f1EtJFt - WATER C~UF.!.! ` . Feet 1~FPA~nq~~~nr ~~.t=n'.r,