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HomeMy WebLinkAbout20110857 Ver 2_Application_20110919Q Eastern Federal Lands 21400 Ridgetop Circle US.Department Highway Division Sterling, VA 20166-6511 of Transportation Federal Highway Administration SEP 14 2011 In Reply Refer to: HFPP-15 FEDERAL EXPRESS Mr. Ian McMillan 401 Coordinator North Carolina Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699 110857 Subject: Project NC PFH 49-1(3), 401 Water Quality Certification Replacement of Reeves Spring Branch Vented Ford Dear Mr. McMillan: IftRwINY SEP 1 9 2011 V)EENR WATER QUALITY >tANOSMD STORMWATER 8PM The Eastern Federal Lands Highway Division of the Federal Highway Administration (FH WA), in cooperation with the U.S. Forest Service and the North Carolina Department of Transportation (NCDOT), has prepared plans for the first two phases of work associated with the upgrading of Forest Development Road (FDR) 597 (also known as Forest Highway 49 or Badin Lake Road) from SR 1179 to FDR 544. The project is located within the Uwharrie National Forest, in Montgomery County, North Carolina. The project includes the upgrading, widening, and paving of the above-referenced portion of FDR 597 so that it meets NCDOT standards. The first phase involves the replacement of the existing vented ford structure at Reeves Spring Branch with a box culvert. In addition, the first phase of the project will reconstruct approximately 0.307 miles of FDR 597 surrounding the Reeves Spring Branch vented ford. The second phase of the project would reconstruct the remaining 3.4 miles of FDR 597, and is still under design. The proposed first-phase improvements to FDR 597 will disturb approximately 3.3 acres of land, and will permanently impact (from the installation of the new box culvert) 52 linear feet of streambed and bank. In addition, approximately 651 linear feet of stream may be temporarily affected by construction activities; however, best management practices will be used to minimize such effects. The stream will be restored to pre-construction conditions. The FHWA respectfully requests certification of the proposed improvements. In order to assist with your review of this project, enclosed you will find five copies of the following materials: a completed Pre-Construction Notification Application Form, project plans, the Finding of No Significant Impact, the most recent topographic map, and the most recent version of the soil survey map. A check for the $240.00 permit fee is also enclosed. A completed Pre-Construction Notification Application Form with supporting documentation has also been submitted to the Wilmington Field Office of the U.S. Army Corps of Engineers. If you have any questions concerning this matter, please contact Ms. Lisa Landers, Environmental Protection Specialist, at Lisa.Landers a dot. og_v or (571) 434-1592. Sincerely yours, Kevin S. Rose Environmental Compliance Specialist Enclosures cc: Ms. Deborah Walker, Forest Service, Uwharrie National Forest, Troy, NC Ms. Alison Whitesell, North Carolina Department of Transportation, Raleigh, NC O/20p W ATEgOG olqiiii? - Office Use Only: .. Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: ?X Section 404 Permit ? Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ? Yes ? No 1d. Type(s) of approval sought from the DWQ (check all that apply): ? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ?X No For the record only for Corps Permit: ? Yes ?X No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ? No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ? Yes Q No. 1 In. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No 2. Project Information 2a. Name of project: PFH 49-1(3), Badin Lake Rd. (Rte. 597) 2b. County: Montgomery 2c. Nearest municipality / town: Troy Lc? U Vi L9 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state project no: n/a 3. Owner Information DENR-WATER QUALITY 3a. Name(s) on Recorded Deed: National Park Service 3b. Deed Book and Page No. n/a 3c. Responsible Party (for LLC if applicable): Kevin Rose, Federal Highway Administration 3d. Street address: 21400 Ridgetop Circle 3e. City, state, zip: Sterling, VA 20166 3f. Telephone no.: 571-434-1541 3g. Fax no.: 571-434-1577 3h. Email address: Kevin. Rose@dot.gov Page 1 of 10 PCN Form - Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: Kevin Rose 4c. Business name (if applicable): Federal Highway Administration 4d. Street address: 21400 Ridgetop Circle 4e. City, state, zip: Sterling, VA 20166 4f. Telephone no.: 571-434-1541 4g. Fax no.: 571-434-1577 4h. Email address: Kevin.Rose@dot.gov 5. Agent/Consultant Information (if applicable) 5a. Name: n/a 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification la. Property identification no. (tax PIN or parcel ID): N/A (Uwharrie National Forest) 1 b. Site coordinates (in decimal degrees): Latitude: 35.48401 Longitude: 80.06059 1c. Property size: 50,369 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Reeves Spring Branch 2b. Water Quality Classification of nearest receiving water: WS-IV - 2c. River basin: Yadkin-Pee Dee River 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: FDR 597 is an unpaved roadway that runs along the Eastern length of Badin Lake within Uwharrie National Forest, Montgomery County, North Carolina. It is a Forest Service road surrounded by National Forest land that is mostly highly-vegetated and contains few private properties. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 651 3d. Explain the purpose of the proposed project: To upgrade FDR 597 to current NCDOT standards, while preserving natural and cultural resources and minimizing impacts to private properties. 3e. Describe the overall project in detail, including the type of equipment to be used: Widen and pave FDR 597, replace vented ford with bridge at Reeves Spring Branch, and reconstruct two stone masonry headwall culverts. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ? Yes ?X No ? Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ? Preliminary ? Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Kimley-Horn a Associates, Inc. Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ? Yes ? No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ?X Yes ? No 6b. If yes, explain. This project will be constructed in two phases: the first phase of construction will be the replacement of the vented ford over Reeves Spring Branch, and the second phase of construction will be upgrading the roadway by providing wider lanes and paving the currently gravel, one-lane road. Page 3 of 10 PCN Form - Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ? Wetlands ?x Streams-tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert Reeves Spring Branch PER - 52 S2 T Constr. Sediments Reeves Spring Branch PER 651 S3 - Choose one S4 - Choose one - S5 - Choose one - - S6 - Choose one - 3h. Total stream and tributary impacts 703 3i. Comments: Best Management Practices (BMPs) will be put in place to minimize all effects due to construction at Reeves Spring Branch. No wetlands will be directly affected by the construction, and effects on Reeves Spring Branch due to sedimentation during construction will be temporary. A box culvert will replace an existing vented ford in approximately the same location. The culvert will be embedded 4' to allow for adequate organism passage. Page 4 of 10 PCN Form - Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individual) list all open water impacts below. 4a. Open water impact number Permanent(P)or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ? Neuse ? Tar-Pamlico ? Catawba ? Randleman ? Other: 61b. Buffer Impact number- Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet 6g. Zone 2 impact (square feet B1 - Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No 6 Yes/No 6h. Total Buffer Impacts: Ff m e nts: s: iCo MI Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Disturbed areas will be permanently stabilized after the completion of roadway construction by the replacement of topsoil and re-application of permanent turf establishment where vegetation has not established; inspection and cleaning of culvert outlet protection, riprap basins and stabilized channels; removal of all devices used for dewaterlng, as well as the silt fence after all upslope areas are stabilized; and stabilization of all areas that are disturbed due to the removal of sediment control devices. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Best Management Practices (BMPs) will be strictly enforced to control sedimentation and erosion during construction; staging will lake place in parking lots or other disturbed areas; clearing and grubbing will be minimized; discharges into surface water will be decreased or eliminated; in-stream activity will be minimized; vegetation on exposed areas, particularly streamsides, will be quickly reestablished; and materials brought into the Forest will be free of exotic species. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ?X No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank ? Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Makin a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form - Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ 6a . Will the project result in an impact within a protected riparian buffer that requires ? yes ?X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zo ne 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g . If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h . Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ?X No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ? No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 1 % 2b. Does this project require a Stormwater Management Plan? ? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: An Erosion and Sediment Control Plan has been prepared. The project location is only in a Water Supply IV Watershed, and Montgomery County indi cated that no requirements in the state rule pertain to road projects. Montgomery County indicated that a review of the project was not required. No post-construction BMPS will be implemented as the project is redevelopment of an existing road. However, the built-upon area has been minimized, and water has been directed area from surface waters where possible. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? nia 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Montgomery County ? Phase II ? NSW 31p. Which of the following locally-implemented stormwater management programs ? USMP apply (check all that apply): ?X Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ?X No attached? 4. DWQ Stormwater Program Review ?Coastal counties ?HQW 4a. Which of the following state-implemented stormwater management programs apply ?ORW (check all that apply): ?Session Law 2006-246 ? Other. 4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes ?X No attached? 5. DWQ 401 Unit Stormwater Review 5a . Does the Stormwater Management Plan meet the appropriate requirements? ?X Yes ? No 5b . Have all of the 401 Unit submittal requirements been met? ?X Yes ? No Page 8 of 10 PCN Form - Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the Yes ? No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ?x Yes ? No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval l ?X Yes ? No etter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ?X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ? Yes ?X No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ?X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. The project will result in only a short-term minor adverse impact due to sedimentation that may occur during construction; however, BMPs will be implemented to mitigate and minimize these effects. In addition, no other developments will be a result of the project. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the sub'ect facility. ' will b d in ll f r nd di rb n wher s9eet flow ma cause er sion this silt fence will be removed'after all'upslode area Silt f i t ll t g ; ence e ns a e a areas o ou s u a ce e y o s have been stabilized and vegetated following construction. All solid waste related to the project, consisting of construction debris, garbage, and empty containers, will be collected and stored in dumpsters or metal or plastic drums, as appropriate. Hazardous waste will not be generated from normal construction activities; any hazardous waste-producing activities, including fueling and maintenance, will be carried out, if feasible, in a covered area. All hazardous waste materials will be stored in clearly-marked containers away from other non-waste materials. Any unsuitable or excess material will be legally disposed off the project. Page 9 of 10 PCN Form - Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ?X No habitat? 51b. Have you checked with the USFWS concerning Endangered Species Act ?X Yes ? No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Correspondence with the United States Fish and Wildlife Service. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ?x No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Correspondence with the United States Fish and Wildlife Service. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ?x Yes ? No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Correspondence with the North Carolina Natural Heritage Program. (The NCNHP provided correspondence that any effects would be insignificant.) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ?X Yes ? No 8b. If yes, explain how project meets FEMA requirements: A grade raise will be needed to provide adequate freeboard for the new bridge structure. In addition, the 100-year backwater increase must be limited to one foot. 8c. What source(s) did you use to make the floodplain determination? FEMA 100-year floodplain maps. eev`6^ S. go ce Applicant/Agent's Printed Name ApplMa n gen Ignature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 FINDING OF NO SIGNIFICANT IMPACT ON THE ENVIRONMENTAL ASSESSMENT FOR REHABILITATION OF FDR 597 From SR 1179 to FDR 544 UWHARRIE NATIONAL FOREST Montgomery County, North Carolina Project NC PFH 49-1(3) The Eastern Federal Lands Highway Division (EFLHD) of the Federal Highway Administration (FHWA) in cooperation with the United States Department of Agriculture (USDA), Forest Service (FS) has prepared and made available for public review and comment the Environmental Assessment (EA) for the rehabilitation of FDR 597 (Badin Lake Road) in Montgomery County, North Carolina. The project is located within the Uwharrie National Forest, and extends from SR 1 179 (Shamrock Road) to FDR 544 (McLean's Creek Road). The purpose of this project is to upgrade FDR 597 from FDR 544 to SR 1179 in Uwharrie National Forest to current North Carolina Department of Transportation (NCDOT) standards, while preserving the adjacent natural and cultural resources and minimizing impacts to private properties along the road corridor. This project includes widening and paving FDR 597, replacing a vented ford with a box culvert at Reeves Spring Branch, and reconstructing two stone masonry headwall culverts. NCDOT anticipates adding FDR 597 to the state highway system following improvements. The proposed project will provide safety improvements to FDR 597, including widening lanes, standardizing lane width, and improving the horizontal alignment. The existing gravel-surfaced road ranges from 13 to 16 feet wide, which is narrower than required by current NCDOT design standards and is inconsistent throughout the length of the project. The project also will improve the horizontal alignment at the intersection of FDR 597 and SR 1179 to a more perpendicular angle, which will improve visibility at the intersection. Improving FDR 597 to NCDOT standards also allows the State to assume future maintenance for FDR 597. The vented ford is a structure designed to allow water to flow underneath it or, when the water levels are high, over the top of it. The primary reason for replacing the vented ford is to meet current NCDOT design standards for Secondary Roads. The existing vented ford, which is approximately 20 feet long, is functionally obsolete. It is one lane wide, is susceptible to clogging by natural debris, and shows evidence of frequent overtopping. The US Bureau of Land Management guidelines for vented fords note that crossing can be dangerous during periods of overtopping. Replacing the existing structure with a box Finding ofNo Significant Impact - September 2011 Page I of 9 Uwharrie National Forest NC PFH 49-1(3) i culvert will allow natural debris to pass under the structure, will raise the roadway grade to meet NCDOT hydraulic design standards, and will provide more protection to drivers and passengers crossing during high water events. Additionally, FDR 597 is one of two remaining sections of FH 49 that have not been upgraded, widened, and paved within the last several years. Improving FDR 597 will provide a more consistent south-north roadway for recreational and residential use. The FHWA previously selected the Preferred Alternative, Alternative 3 with Modification 3A, 313, 3C, and 3F, for design and construction in a Finding of No Significant Impact (FONSI) signed on June 9, 2009. As the design of the project progressed, it was determined that a box culvert could provide the same function as a bridge with a significant reduction in a need for future maintenance. The construction of a box culvert in lieu of a bridge on the previously selected roadway alignment (Modification 3C) would require realigning Reeves Spring Branch. In order to minimize the impacts to Reeves Spring Branch, the proposed roadway was realigned to follow the existing road so that the box culvert will be constructed in the same location as the existing vented ford. SELECTED ALTERNATIVE The FHWA has selected Alternative 3, with Modification 3A, 313, and 3F. Modification 3C is no longer selected. The proposed alignment will follow the existing road (Alternative 3). The existing vented ford structure at Reeves Spring Branch will be replaced in the same location with a box culvert. The box culvert will be 52 feet long, have a span of 14 feet, and a rise of 12 feet. The structure will be embedded 4 feet to allow for aquatic organism passage. In order to maintain the flow of traffic along FDR 597, a temporary bridge will be constructed. The temporary bridge will span Reeves Spring Branch. The area impacted by the construction of the temporary bridge will be returned to natural grade and revegetated. The Selected Alternative will impact 24.83 acres of land and 656 linear feet of stream. FHWA prepared an EA in accordance with 23 CFR 771.119 to assess the environmental impacts of the proposed project; pursuant to the Council of Environmental Quality's regulations for implementing the National Environmental Policy Act (NEPA) (40 CFR 1500 et seq.). The impacts of Alternative 3 without Modification 3C were presented in the EA. OTHER ALTERNATIVES CONSIDERED A brief summary of alternatives considered is presented below: Alternative 3 with Modification 3A, 313, 3C, and 317: This alternative would use 30 mph design standards, which would allow for the proposed roadway to follow the Finding of No Significant Impact - September 2011 Page 2 of 9 Uwharrie National Forest NC PFH 49-1(3) existing roadway alignment. In order to balance cut and fill and minimize impacts, the roadway alignment would be shifted in several locations. There would be no impacts to wetlands or cultural resources. The existing one lane crossing of Reeves Spring Branch would be replaced with a new two-lane bridge which would allow for debris movement under the roadway and would accommodate flood waters so that water no longer would overtop the roadway. This alternative would impact 651 linear feet of streams and impact a total area of 24.85 acres. The parking at the Holt's Picnic Area would be reconfigured for easier use. The intersection at SR 1179 would be aligned more perpendicularly to improve visibility and safety. This alternative would upgrade the existing roadway to NCDOT standards and improve safety and visitor access to potential recreation opportunities at Badin Lake and Holt's Picnic Area. Residents of Wood Land Estates and Skiers Cove would experience a more consistently maintained roadway. No Action Alternative: Alternative 1 is the No Action Alternative. This alternative makes no changes in the project study area other than regularly schedule maintenance. Alternative 2: This alternative uses 35 mile per hour (mph) design standards horizontally and vertically. Alternative 2 would not allow enough area to retain the Holt's Picnic Area parking pullout. This alternative crosses the creek at a new location approximately 230 feet downstream of the existing Reeves Spring Branch crossing, which could be constructed while keeping the existing road open to traffic. This alternative would impact 0.07 acres of wetlands, 752 linear feet of streams, and impact a total area of 25.19 acres. Four modifications were proposed to reduce specific impacts to Alternative 2. Alternative 2 with Modifications: Modifications to Alternative 2 were developed in four locations to reduce impacts to wetlands, to avoid cutting into a hill on a curve, to rebuild the Holt's Picnic Area parking pullout, and to provide another crossing option at Reeves Spring Branch. Alternative 2 with Modifications would impact 0.01 acres of wetlands, 887 linear feet of streams, and impact a total area of 25.52 acres. Alternative 3: This alternative uses a 30 mph design speed. Alternative 3 without modifications crosses Reeves Spring Branch at the existing location, which would require constructing a detour and temporary bridge or closing of the existing road. This alternative would impact 0.04 acres of wetlands, 676 linear feet of streams, and impact a total area of 24.38 acres. Six modifications were proposed to reduce specific impacts to Alternative 3. Alternative 3 with Modifications: Modifications to Alternative 3 were developed in six locations to reduce impacts to wetlands, torebuild the Holt's Picnic Area parking pullout, to align the FDR 597/SR 1179 intersection more perpendicularly, to provide another crossing option at Reeves Spring Branch, and to avoid a historic house. Two proposed modifications were dismissed because it was determined that staying on or close to the existing alignment was preferable to building on new location. Finding of No Significant Impact - September 2011 Page 3 of 9 UwhaiTie National Forest NC PFH 49-1(3) . u ENVIRONMENTAL IMPACTS The following social and environmental impacts were identified in the EA and supporting documentation and would result from implementation of the Selected Alternative. Concerns for the Federal, State and National Forest rare and protected species were addressed in the EA. Correspondence from the U.S. Fish and Wildlife Service indicated that the project site does not contain any federally-listed endangered or threatened species, their formally designated critical habitat, or species currently proposed for listing. Impacts to State and Forest-listed species will be minor. One significant natural heritage area will be impacted by the Selected Alternative, the West Branch/Eldorado Forest. Correspondence from the North Carolina Natural Heritage Program indicates that this impact is considered insignificant if it is confined to a narrow area immediately adjacent to the existing road right of way. Cut and fill was minimized through this area to reduce impacts. Therefore, the proposed project will cause long-term, minor, adverse impacts to approximately 3.1 acres of natural forests within this area. There will be no long-term negative impacts on air quality, noise, energy use, or existing utilities as a result of the Selected Alternative. The viewshed from the road is expected to improve as part of this project. The Selected Alternative will cause long-term, minor, adverse impacts to approximately 6.54 acres of forestland, primarily the dry-mesic oak-hickory forest and the mesic mixed hardwood forest. There will be short-term, minor, adverse impacts to terrestrial wildlife during construction. Overall impacts to aquatic habitat and wildlife are anticipated to be long-term, minor, and adverse. There will be no direct impacts on wetlands as a result of the Selected Alternative. The project is expected to impact 656 linear feet of streams during construction, although it is not anticipated to change the physical characteristics of the streams permanently. There may be a negligible increase in flood elevation at Reeves Spring Branch. Short-term water quality impacts of sedimentation will.occur during construction activities; however, use and enforcement of all appropriate best management practices; and sediment and erosion control measures during construction will result in minimal impacts. A Phase 1 Archaeological Survey site delineation and Phase lI testing were prepared for the existing road corridor and proposed improvements. Based on the field results, no sites have been determined eligible or potentially eligible to the National Register of Historic Places (NRHP). Background research and a field survey were completed to investigate historic resources. There is no direct impact to any NRHP-eligible historic resources by the Selected Alternative. Correspondence from the North Carolina Department of Cultural Resources concurred with this finding. Finding of No Significant Impact- September 2011 Page 4 of 9 UwhatrieNational Forest NC PFH 49-1(3) Implementation of the Selected Alternative will impact the house located south of Reeves Spring Branch. In addition, 15 other private parcels will be impacted, with the total area to be acquired from private owners of 0.74 acres. Any acquisition of property and/or relocation of residents, if applicable, will be done in accordance with the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (Public law 91-646, as amended by 100-17; regulations at 49 CFR 24), The program is committed to assisting individuals and families find and relocate to decent, safe, and sanitary housing that is adequate to meet their needs and within their financial means. Paving and widening FDR 597 will improve the driving conditions for residents along FDR 597 and for visitors who use the Forest facilities accessed via FDR 597. The existing T-intersection at SR 1179 will be realigned to intersection more perpendicularly while avoiding a historic property. The impact on roadways, driving conditions, and safety along FDR 597 is long-term, minor, and beneficial. The Selected Alternative is not anticipated to induce development, and therefore will have no impact on traffic volumes along FDR 597. . The USFS has past and present projects that create or improve Forest facilities, the NCDOT TIP contains future projects to increase capacity and access, and three housing developments are planned in the project vicinity. Access to utilities has recently improved inside and outside the Forest boundaries, which increases development potential. Increased visitation could negatively impact air quality via vehicular and boat emissions. Although unlikely, increased emissions could adversely affect plant communities, which could adversely affect Forest aesthetics. Noise conditions could also be negatively impacted by an increase in the number of vehicles and boats. It is unclear whether the recent Embarq installation is a harbinger of future increases in utilities access in the Forest, which also could expand the number of residents within Forest boundaries. An increase in the number of residents could negatively affect aesthetics. The combination, however, of improving Forest facilities, increasing capacity and access, and increasing the potential of new residents could lead to increased use of the Uwharrie National Forest by the general public. This increased use supports the USFS' motto ("Caring for the Land and Serving People"). Overall, the cumulative impact on the human environment is long-term, minor, and adverse. The cumulative impact on land use, visitor use and experience is long-term, minor, and beneficial. Therefore, the proposed action (Alternative 3 with Modifications 3A, 313, and 3F), rehabilitation of FDR 597 between SR 1179 and FDR 544, is in compliance with the relevant laws and implementing regulations. Finding of No Significant Impact - September 2011 Page 5 of 9 Uwharrie National Forest NC PFH 49-1(3) MINIMIZATION AND MITIGATION COMMITMENTS In order to minimize and mitigate adverse impacts as a result of the implementation of the Selected Alternative, the FHWA has committed to: • Strictly enforce best management practices (BMPs) to control sedimentation and erosion during project construction. Stage and stockpile materials in parking lots or other disturbed areas to minimize construction traffic and impacts. • Minimize clearing and grubbing, which protects biological communities and natural resources as well as helps to prevent sedimentation and erosion. • Decrease or eliminate discharges into surface waters, which protects water quality and aquatic wildlife and habitats. • Minimize "in-stream" activity. • Quickly reestablish vegetation on exposed areas, particularly streamsides. This method reduces sedimentation and impacts by stabilizing underlying soils. • Ensure that materials brought into the Forest are free of exotic species in order to avoid adverse effects from invasive species. • In compliance with the Native American Graves Protection and Repatriation Act (25 U.S.C. 3001 et seq), if during construction human remains are discovered, all work will stop and the USFS and SHPO will be notified immediately in order to minimize impacts as much as possible • And, complete any compensatory mitigation required in conjunction with required permits, such as the Army Corps of Engineers Section 404 Pen-nit and a Section 401 Water Quality Certification. PUBLIC INVOLVEMENT A letter was sent to 54 area homeowners and tenants in August 2006. The letter . explained the project and urged recipients to contact the USFS with any questions or concerns. The District Ranger met with interested property owners in September 2006 and listened to their comments and concerns. The comments that the USFS received were supportive of the proposed project. A newsletter was sent to area homeowners and tenants, the Town of Troy, and Montgomery County announcing the availability of the EA for public comment. Notice was also advertised in the local newspapers and posted on the FHWA and Forest websites. A 30-day comment period was held from February 23, 2009 until March 25, 2009. All comments supported the preferred alternative, and two citizens requested additional information. Comments and responses are included in the Errata. A second newsletter was sent on August 1, 2011 to area homeowners and tenants, the Town of Troy, Montgomery County, and those who provided comments during the EA public comment period in 2009. This newsletter notified the public of the change in the Finding of No Significant Impact - September 2011 Page 6 of 9 Uwharrie National Forest NC PFII 49-1(3) design of the project at Reeves Spring Branch, and that the project would be constructed in two phases. Notice was also posted on the FHWA website. One comment was. received regarding right-of-way acquisition. AGENCY COORDINATION Consultation and coordination occurred with a number of agencies and organizations having jurisdictional approval authority relative to the proposed action or anticipated to have a vested interest in the project plans and decision process. The coordinating agencies reached consensus in the selection of the preferred alternative. EA was recommended for approval by the Forest Service and the North Carolina Department of Transportation. Following distribution of the EA in January 2009, the following agencies responded with comments: • Catawba Indian Nation e State Historic Preservation Office (SHPO) e North Carolina Department of Environment and Natural Resources (NCDENR) e NCDENR Division of Water Quality (two sets of comments) o NCDENR Wildlife Resources Commission None of the agencies had comments on the Environmental Assessment. NCDENR requested that permit applications include detailed infonnation and that the project continue to conform to applicable design standards. The Catawba Indian Nation asked to be notified if Native American human remains are found during construction of this project. Comments and responses are included in the Errata. WHY THE SELECTED ALTERNATIVE WILL NOT HAVE A SIGNIFICANT EFFECT ON THE HUMAN ENVIRONMENT As defined at 40 CFR 1508.27, from the regulations of the Council on Environmental Quality that implement the provisions ofNEPA, significance is determined by examining the following criteria: Impacts that may be both beneficial and adverse - In addition to the effects of the project described above that FHWA believes are not significant either individually or cumulatively, the project will have some beneficial impacts on the environment. However, it is not anticipated that these beneficial impacts will be significant. The improvements to FDR 597 will provide safer access to the area for residents and visitors. (See EA pages 3-87, 3-88) The degree to which the project affects public health or safety - It is not anticipated that the project will adversely affect public health or safety. There will be no Long-tern Finding of No Significant Impact- September 2011 Page 7 of 9 Uwbarrie National Forest NC PFH 49-1(3) impact to air quality, and the improvements to the roadway are anticipated to enhance the safety for residents and visitors. (See EA pages 3-68, 3-87, 3-88) Unique characteristics of the geographical area such as proximity to historic or cultural resources, park lands, prime farmlands, wetlands, wild and scenic rivers, or ecologically critical areas -The projects is in the vicinity of cultural resources and wetlands; however, these resources will not be impact be the project. (See EA pages 3- 27, 3-28, 3-39, 3-40, 3-61) The degree to which the effects on the environment are expected to be controversial - Comments received during the public comment period were generally in support of the project; therefore the effects on the environment are not expected to be controversial. (See EA page 6-2) The degree to which the effects on the quality of the human environment are highly uncertain or involve unique or unknown risk - There are no known impacts on the quality of the human environment that can be considered highly uncertain or involve unique or unknown risks. (See EA pages 3-67 through 3-69) The degree to which the action may establish a precedent for future actions with significant effects or represents a decision in principle about a future consideration - This action will not set a precedent for future actions with significant effects or represent a decision in principle about a future consideration. This project improves an existing roadway facility, and does not force additional improvements to be made to the transportation system. (See EA page 3-87 through 3-89) Whether the action is related to other actions with individually insignificant but cumulatively significant impacts - Additional actions and their associated impacts were identified during the cumulative impact analysis;. however the Selected Action when combined with other past, present, and future actions will not have significant impacts. (See EA pages 3-13, 3-19, 3-28, 3-42, 3-62, 3-69, 3-89) The degree to which the action may adversely affect districts, sites, highways, structures, or objects listed in or eligible for listing in the NRHP or may cause loss of significant scientific, cultural, or historical resources - No cultural resources listed in or eligible for listing in the NRHP will be adversely affected by the Selected Alternative. (See EA pages 3-27, 3-28) The degree to which the action may adversely affect an endangered or threatened species or its habitat that has been determined to be critical under the Endangered Species Act - The project will not adversely affect an endangered or threatened species or its habitat. (See EA page 3-60) Whether the action threatens a violation of federal, state, or local law or requirements imposed for the protection of the environment - The proposed action does not knowingly threaten a violation of any federal, stare, or local law for the protection of the environment. All applicable permits will be acquired prior to construction. (See EA pages 1-10, 5-1) Finding of No Significant Impact- September 2011 Page 8 of 9 UwharrieNational Forest NC PFH 49-1(3) LI CONCLUSION The FHWA has detennined that the Selected Alternative will not have any significant impact on the environment. There are no significant impacts on public health, public safety, threatened or endangered species, sites or districts listed in or eligible for the NRHP, or other unique characteristics of the region. No highly uncertain or controversial impacts, unique or unknown risks, significant cumulative effects, or elements or precedence were identified. Implementation of the Selected Alternative will not violate any Federal, State, or local environmental protection law. This FONSI is based on the attached EA and supporting documentation, which has been determined to adequately and accurately discuss the environmental issues and impacts of the proposed project. Based on the foregoing, it has been determined that an EIS is not required for this project and thus will not be prepared. Recommended: Kurt A. Dowden Planning and Programming Manager Eastern Federal Lands Highway Division Federal Highway Administration Approved: Kare A. Schmidt Director of Program Administration Eastern Federal Lands Highway Division Federal Highway Administration Finding of No Significant Impact- September 2011 Uwharrie National Forest %)?/ Date (2 5EP201I Date Page 9 of 9 NC PF1149-1(3) r ,k Soil Map-Montgomery County, North Carolina Map Unit Legend Montgomery County, North Carolina (NC123) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI BdB Badin-Tarrus complex, 2 to 8 percent slopes 4.7 0.2% BdC Badin-Tarrus complex, 8 to 15 percent slopes 20.9 1.1% BdD Badin-Tarrus complex, 15 to 25 percent 13.3 0.7% slopes BdE Badin-Tarrus complex, 25 to 45 percent 19.3 1.0% slopes GaB Georgeville silt loam, 2 to 8 percent slopes 27.1 1.4% GgC Georgeville silt loam, 8 to 15 percent slopes, 8.9 0.5% very stony GgD Georgeville silt loam, 15 to 25 percent slopes, 5.1 0.3% very stony GhC Georgeville silt loam, 2 to 15 percent slopes, 184.4 9.7% extremely stony GmE Georgeville silt loam, 15 to 45 percent slopes, 506.3 26.6% extremely bouldery HdC - Herndon silt loam, 8 to 15 percent slopes, very 8.7 0.5% stony HdD Herndon silt loam, 15 to 25 percent slopes, 14.0 0.7% very stony HdE Herndon silt loam, 25 to 45 percent slopes, 21.2 1.1% very stony TuB2 Tirzah silt loam, 2 to 8 percent slopes, 23.9 1.3% moderately eroded, very stony TuC2 Tirzah silt loam, 8 to 15 percent slopes, 144.2 7.6% moderately eroded, very stony TuD2 Tirzah silt loam, 15 to 25 percent slopes, 186.8 9.8% moderately eroded, very stony W Water 271.7 14.3% WnB Wynott-Enon complex, 2 to 8 percent slopes. 38.0 2.0% very stony WyC Wynott-Enon complex, 2 to 15 percent slopes, 209.9 11.0% extremely bouldery WyE Wynott-Enon complex, 15 to 45 percent 194.2 10.2% slopes, extremely bouldery Totals for Area of Interest 1,902.6 100.0% USIDA Natural Resources Web Soil Survey 8/8/2011 Conservation Service National Cooperative Soil Survey Page 3 of 3 m 3 u F s a 3 N v O m n v m F-? w o, d. w a; Ca ?^ n cc ? 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I 2 t2 Z wow ?a 1' MO g G + II o° ° a wziz o u ¢ NO+S61; i a?wQ ?o=? zt, a w g i ¢ M V o D? ?; I "` ) i x Z J a u 'ra = Mme' ?• i i I f ; u o o? !y t U, LL 99 LL Watizw ooz I {? Aa( , NLLw ?i bo4v6 2 r ; d { r i. i t ? Y s, Z - ?t j _ tet?a ?`_c?. , ookt 000 p S SL+881 3NIl H3IVN r ?o . I XX a a = A A ?mga. m 0 o sag a° ;OM =N /.ww r z= 2 ` m 6001 = m 4 0 N m rt Y 0 V O o o O p o o Z n o m O z vC N m z V1 w 9 { M D D (1 [? A 'o < C C A M N O 8 m Y w w N Z A D 2 A p ? A A m 3 m m to N tNn a '^ O Y r N r N m n D A j ° Y O A D J m Y V m Y Y ? co ? w ? D A m D n w w m m v Z m w m D A D ci Z n N O mm D n N o w A 3 n n D Z Z c? m mn o 0 m mZ m 3 ? C m N a T 00 m Z NO m N Z ? 00 3 2C moz 0 m ?z rD mD 3 m a O n D A m D D m m m n D i IIIIY611 o w N am 2? ,. O ~ O ? Z Z W " W 0 ` L °z" r n 3 25 >' tE W G v \lN?tiB o EG3s 3 ° W '"2 2 J z L a K O 1- \ \ K" =W x a \ ^ \ W? w G \ \ $ i M W °. a 35 \? ? \\ % o0k2$j \ \\\ \\\ \ % v ? I I I ?? 1S ° ry ;? ' I I mC) I ^ I = O ? I I 00+081 ' ` Ln I I ? 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G of rI =2z z Z A DD$ P m D N Oyy m 1 ? ry I W 1 0 oa pn > '+C) Z 3 ° 0 n z pr .:mp LO 4Orr- woo{n 0 ?O 0 0 d to 0-00 O O 'D ?mAOm M Z ;o N r LINE 183+25 d N n fD c o a?ln a o Ln 0m ? 0 P c N?? •• F al'o 0 W n CD O W A w I m 185+00 C n n x O m m m m D n n n n r n r r rti a fD w w 3 a+ rn ro > W I W A A D ~ rn rn c a O7 '^ 3 V rn 3 00 k 7 V N IN W N A ?I r? i I I ? I O oa on a a; y m 2 o D n 3 2.7 0 `m v ~ m Lq0 m? own a-v :. LnO a°000-v WOm AO Z A V m n D m i n a p a N S O III W Y ° a o w a 0 K°_? } W N Fr¢o w LU G m ? -? °(GG[3g o 3 w a o ?sX o v a Ow h '?''I wig w f.G LLQ dJw < C7a aV?+oI CO anz 3 pCW MOO m MD N? =LL? Q wa°?zw ma w OO+ti6T 3NI-1 HOIV" C j U ,'? II I ',1 U 1 1 c I 1 1 . ? 1 1 I 1 1 ? `? 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L N aCS w W 20wa N;a 0 x 3 2 , , w Y! - p O N F ig ?' z ~ a - z ` f U' a s ? ? H ?Jw? 5 / II ww V Q wgW oz i H W N z a r Z a y a00vMU O d O t p ul .. a Iq }JZavi ?maN O IL W . 3: v p C mm: m C 0-0 V U0 Q) 0 nv 1° O a On mlo zD n 3 31 =IFm *? .:M I N 0 U l LnC) ll? o -< n Ate.. NO 0 0-0 0 p 1° oO -V ffD 4. Z C) Z V 0 oa pn 03 z D m ? n 3 to N) u D, LrlC)Zrn? own Ate:. NO C:) 0 nko (D AO Om N W z A w p V 14 m/ V I? D mt , c 'z p iTmO m w m D G) D F ion; 3 m p?x rim z =s?? c no 0 O ° $9n m D @?3 t 1. r zizN > O A m ny O i? D m M.4 m Oy c / `/ / lp C O ?c(OD C) r? m ? a n A b u m za 9 ?n w w v _ Z m m k25 Q F Q W - vl z Q w Po=? z = M \ a?g o 3 d •, _ ?z z LL \ ^ \ ? ftf??n u+ Q i \ \\ \\ ti a w _ I_??ff °. ow. 0 z m ODk a \ \ ^E + p ' ? M rl co z \_ \\ \ ~ \ \ o? 0OCUO EZ3H ^` \ \ ^ n \ \ LLI a?: v o'c + o \ \ ' O O z 00 v \ Z: rn UOam D o pOk ^ \ \ \, a U £03H f \ % 13t l I I 3, L. "' I I N a O ? I ? U U; I 00+pgT L I ? 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C) a (rnn K03 a? ° l O n _7 F ry ?I C ` P w r .: co 04 (D 0 ?I Lq O I a II'l a\ I n?On x 0 > ID 0 3 w???v :. rn Go N0(n of 'p Z lM o -< n CD V••Ln 0 Nro0O-0 O ZA N r I c C pm F 2O° m p E EM O m X i ago>O ? 3 a y z p ffnn y DD " $0 a ° __ r z ? _ n v ^tD C// MATCH LINE 183+25 -t r I 3 I I L Z I I L I I I I Q I I I I 3 L I ` I I l; I li I a\ 0 M n arD ° ?c (n ,n ^o?n 77 71p? D to In z N ..c N 0, • • r d to O w " A D rn ,I d O d 0 n ? 0 > ° 'o rnv lit AOrD lnoo {n Ate.. Ln O dO000 (? w0M N A Z O i ? m O n d S 9 a p a a ? O w v 0 t H U o?= Q` ? ?O° w 0. a < K o G ? ? a< ° } W a =_X= < a e o ?o=x z ' w n ° 4, N O oaio < ' a U C.? 3:5 LL .Lj 00 ^? O an LI) 0 a Ol O ch [r N N. a H 4d +0, CO o oz ? x M ?LLw (y7 ko N? ? OG wa°'zw aoa 00+461 3NI"I HDIVW € I I ? ; I I ' w ;I I •! w U i II , N U O I 1 f N l I U I= 1 1 Z m 1 I o; U Z v;w z ?U 11''II t ?v ?£6T 1 J' 1 w ` \ % 11 \ f \ \ o m N \ [ ; + O a 0 0 m m N,av \ m O o 0'0 0 ?O OUw z oovi f t \? \ LZ33 }Ln prv m Z LLJ 4i \ \ \ CL 0 ^i J UA \ \ \ h aZ" oY to Q co lrj J \ \ \\ON? + O U O^ a N V M h O \ \ Z09H a ~ M t9+tb \\ '` \? Z3H A \ \ L03J U Cl a \ \ + O + O ^D CM L6 0 (\ \ \ \\ TSZ3J 9Z3? 000 k6 \ \ \ "? t0 I \ \ a? ^a U I \ \ \ R O M Li 903" I \ \ CO N O v/ tb A n' Z t0 cj? 0 M V U 9? \ \ 9Z3H a- D o rn w m0CD M ch \ \'' \ \ w OaCD ma D_ J ?WZ°oN +°0 1 0 + ST \', \ 1 v }jz°oa m N 0. En in N OI O O I \ \ / W C) 00 W?-+.. C ti O F u° ? SL SST 3NI-I HJIVW g u °o zoom 903 az? fu 00 vo U^09-aa) UOa vU _mv wwi lamrB w N J\ 1 N o m Z m A O_ m mzkA 'u 03 l wo+?j' a 1 ?io Okp? 14 ^ C v oa On x ?..v - o 23 (D ?xm?v n O m niv v) LIoZm{ o<n Ate:. Ln O a°00*0 nmwpm fD A z ;o N O 194+00 MATCH LINE ? t I m II ?? I? I CE18 HE28 HE08 CE08 a, W ti I! I , w o \ I I I I ?L o? i„ Un , `D oa oa I I °o +n oa AN aN 0 0 0 I: I 195, 1 o 0 rn I I I I I I I I I i ' I I I +45 I? I ;, I I ;= I I f I rn I I I rn ?II?f I `I 196 0 f ? I I I o ,b o? nfD U ? I I f 00- Ox= _I 2! 00 I I 2. x * -0 oil I ?NVnD m DI I wozm of I f rn o -< n Ate:. U-,O z nm00? I ?I 197 0', (D ? ? I I ? V ml I ?I I , ?I I f ? I ` I f \ I ?I I n Ln I I rn ? I I ` v I 198 f 0 I I MATCH LINE 198+25 D o$> m m miy m T A$Glm ?I SDO>oO n Q AN D D3 m 2 v ? Gt .. z r Zizm T 'nF?yv v (m ?pA i v ??2 y m Mo _= N' w o N v G O v L A W O a ti°05 ro ? ^ a w v W 24 < O S_3< LL Q N222 J f=? a 3 W 4 i QNj O O<Z, z LL 5,5z O U, J -1 W W m £ 6 F QJOVI R ? g LL 'j W W _ Z ( i W J V 1VW v 05+ZOZ 3NIl H3 w P? ? U I ', I E 1 I ;I I N W I ` Q ZOZ cu f Z W I I wl ; u = I ) Z= I I , w ? l U U i i U I i ? I I I 0 I I , I ? t L 0 OZ+ Id +TOZ ? I 3 L I L ' M? N M4i ° I I I oa fn °? o + 1 vo + O W \ W + p N p o N? NM Ill ryM ryko 't mW z w m a m° 603J 603H - I i 6Z3H 6Z.90 O o L Ln I o ..C ; I u>- 6 i I .? 2 L ?U)0N of I 0 OR IJ I O^i W a?a? 0c I I Lr) < z ` 0 m I I a' a 0 U i ` I I 0 O w W LL I I W ? \ U I I j I Q V Z O m ?OMVv a i t W L a.CD ° ? a o a ° l l g I o Y JZ i t } VIn a r4 ? L } I z CI ?7 Z F66T U CL -Q) c I I 0 a . Q = gym. I m u0a00 U I w o U . L ;U I ?I d. b _ ? I 3 $Z+86T 3NII HJ1VW ?avuoidxof!'?r?h6>Hid-al3b?vare?lc-W[ucswwnsr?fo?d?°/Ciro'P9rv'i -"' ..ucenria 8/Jl/2CYl...,..,„,•.7A6.09,AY Y.Wro/edSVMUC\4?tt3ryx0l??!?`E!7-PFH49rtJ/J70?YP/and4n HE10 CE10 ui NJ a, NJ O W o + o + CE30 HE30 o (D O n T Iv R d 0 a, z m 2: ° ui °w MATCH LINE 202+25;_ . (n v D 3 oo+ oo+ 1 2 n.;, * t o mp A A 1 I,, Nocny r 1 n P o z m< Ln U7 m r l O< n t l 1 1 m A a ., m 0 1 1 n?°0-00 O-a W m N 1 1 me zz \0'P9 ';0 v 1 I 203 L l? 1 P Q (fp 1 0 C). -0 0 z y 1 r, 1\ ! m HE11 CE11 0 N) NJ 2F am?p . l o o< n Q\ \ 2pA# Q R in r` -0 :. tn0 \ Z\ °° 0 -0 co CE31 HE31 \ \ o wOm N N s tin V Z p O lwil rn\\ \ ',? O ?+. Oi+.. A\ \ C7 m \\\ \\ HE12 CE12 \LnO 1 \ p5 0'' ti N ' ',\? \ \ P St orn orn N !r / i HE13 1 \\ 2 ?, ti / / ICI I HE32 \ ` \ s o';; 2co +/ / / / / / / j HE33 I / 01 N ? / ` O O • o / / ko 7p / / Fi c T m' O ? ?. F Zmm Xel z ymga (?? _1?/ / / Il m ? O T A Gl m ^O / / `.i rT 2 A i O p <\? ?/ / - rl m a , D D O/ / 1 O DD O /??/ / < i 9 9 T y p 13 ?/ / / b u GO^ < Y / / m / / / AT 0 Z r v w W N ~ O 5'. Z W .. rro C IY 52 *Q LL f W 2G3S O J ?w = W j. C C ZQ .?.. U'r KXpSQ Q _ N YI Z _ n 6Vj w N w o II ?igi Z w II w?? `. Y W q 3 a =off WELL P x az ww ?` 3 0 ul w ii Fq W P it b . rn tib OD NN II N N .yry ? 0p 410 ry II . -I °p P ? O Oi O?? I'1 Ih n ti II II . . V rvj IL COM b bbp N b lc?pONi ?..., m II ,y a, .y N i it I°n LA O II ' rv1 W b W W ti ti b W W W ° ti 0 O II R rn ° b ti H N nn b H II N IN.1 ti mIO O 3 ri N% '" p m II 11 O N ?m C aW m II 3 In Nom v rn oo,m W - ° ii N rvNj rvNj? V Mrl N m VJ IDm n b blp? 0 W II II N 4j h ? 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