Loading...
HomeMy WebLinkAbout20011161 Ver 1_Complete File_20010731wArFR OG r Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality DWQ Project No.: 01-1141 County: Applicant: NPAOT Project Name: 5Z ?B?L - L?,aeeao?I Z Date of Issuance of 401 Water Quality Certification: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applica is Cert?f ation 1, /Yow (Z14133S , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the app ov d a n c t ttons, and other su_pgortt aterials. Signature: f'• £Date: , - Agent's Certification 1 hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: If this project was designed by a Certified Professional 1, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date: North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ ??, WOC>:D 19.7 N E' State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director 4 • IT NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES September 24, 2001 Haywood County DWQ Project No. 01-1161 SR 1812 APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. R. G. Watson, P.E. Division Engineer North Carolina Department of Transportation PO Box 37 Silva, NC 28779 Dear Mr. Watson: You have our approval in accordance with the attached conditions and those listed below, to impact 54 linear feet of unnamed tributaries to Racoon Creek, for the purpose of widening and paving SR 1812 in Haywood County. The project should be constructed in accordance with your application dated 19 July 2001 (received 31 July 2001). After reviewing your application, we have decided that this impact is covered by General Water Quality Certification Number 3289. This certification corresponds to the Nationwide Permit Number 14 issued by the US Army Corps of Engineers (USACE). In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire with the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions as below. 1. All development activities which require within one mile of High Quality Waters (HQW) HQW [15 NCAC 2H. 10061. and Sedimentation Control Plan, and which drain to and are squired to follow stormwater management rules specific to If you do not accept any of the conditions of th You must act within 60 days of the date that ye petition, which conforms to Chapter 150B of tf Administrative Hearings, 6714 Mail Service Ct conditions are final and binding unless you ask ttion, you may ask for an adjudicatory hearing. this letter. To ask for a hearing, send a written 'arolina General Statutes to the Office of fth, N.C. 27699-6714. This certification and its Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Telephone 919-733-1786 FAX 733-6893 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director T M?W'A • ,OWN NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please contact Cynthia Van Der Wiele at 919-733-5715, or Mike Parker in the Mooresville Regional Office at 828-251-6208. Attachment ;incerely, U • orpe, y g rector cc: Wilmington District US Army Corps of Engineers UASCE Asheville Field Office Asheville DWQ Regional Office File Copy Central Files 01-1161 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Telephone 919-733-1786 FAX 733-6893 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper c 1 ? I l , I (: 1 'Iz4i"? / V h,i 11i4IL'Al , .?,, 512 N. Salisbury St. Raleigh NC 27604 Phone (919) 733-7015 State of North Carolina Department of Environment and Natural Resources Division of Water Quality • A4 Michael F. Easley, Governor NCDENR William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES September 24, 2001 Haywood County DWQ Project No. 01-1161 SR 1812 APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. R. G. Watson, P.E. Division Engineer North Carolina Department of Transportation PO Box 37 Silva, NC 28779 Dear Mr. Watson: You have our approval in accordance with the attached conditions and those listed below, to impact 54 linear feet of unnamed tributaries to Racoon Creek, for the purpose of widening and paving SR 1812 in Haywood County. The project should be constructed in accordance with your application dated 19 July 2001 (received 31 July 2001). After reviewing your application, we have decided that this impact is covered by General Water Quality Certification Number 3289. This certification corresponds to the Nationwide Permit Number 14 issued by the US Army Corps of Engineers (USACE). In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire with the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditionsLIft below. 1. All development activities which require within one mile of High Quality Waters (HQW), HQW [15 NCAC 2H. 10061. and Sedimentation Control Plan, and which drain to and are !quired to follow stormwater management rules specific to If you do not accept any of the conditions of to You must act within 60 days of the date that ye petition, which conforms to Chapter 150B of tt Administrative Hearings, 6714 Mail Service G conditions are final and binding unless you ask ttion, you may ask for an adjudicatory hearing. this letter. To ask for a hearing, send a written 'arolina General Statutes to the Office of &h, N.C. 27699-6714. This certification and its Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Telephone 919-733-1786 FAX 733-6893 An Equal Opportunity Affirmative Action Employer 50% rccycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please contact Cynthia Van Der Wiele at 919-733-5715, or Mike Parker in the Mooresville Regional Office at 828-251-6208. Attachment incerely, U' g y . orpe, cti g rector cc: Wilmington District US Army Corps of Engineers UASCE Asheville Field Office Asheville DWQ Regional Office File Copy Central Files 01-1161 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Telephone 919-733-1786 FAX 733-6893 An Equal Opportunity Affirmative Action Employer 507, recycled/ 10% post consumer paper 401 ISSUE. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR LYNDO TIPPETT SECRETARY JULY 19, 2001 Haywood County SR 1812 011161 Mr. Steve Lund, NCDOT Coordinator "a Fri U. S. Army Corps of Engineers -' -' r? = Regulatory Branch <- r 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Dear Mr. Lund: The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1812, Raccoon Road in Haywood County. In order to construct this project in accordance with our current secondary road standards, and the relocation/extension of three (3) pipe culverts in an unnamed tributaries to Raccoon Creek(DEM Class B) we are requesting authorization under Section 404 of the Clean Water Act. I am sending a straight-line diagram with our proposed erosion control and construction limits at various sites along this project. In addition, a typical section of the road, drawings for the culvert relocation/extension in the unnamed tributaries to Raccoon Creek, general notes and standards on erosion control measures, and a marked County Map are enclosed. We propose to install the new culverts slightly below the existing stream bed elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the existing stream gradient to remain as unchanged as physically possible. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion controls are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The silt fences and other erosion control devices will be in place prior to pipe installation and will remain in place until the project is stabilized. P.O. Box 250, Bryson City, NC 28713 Phone (828) 488-2131 Mr. Steve Lund Page 2 July 19, 2001 By copy of this letter I am asking Mr. Owen Anderson, Habitat Coordinator Western Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide permit request. Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clear Water Act from Division of Water Quality. In addition, I am asking Mr. Anderson and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), to comment directly to me concerning this permit request. We would like to begin construction as soon as possible. If further information is required, please advise. Your early review and consideration will be appreciated. Yours tru y, C. R. tyles, E. Distri t Engi eer CRS:sd atta. cc: Mr. R. G. Watson, P. E., Division Engineer Mr. Mark Davis, Division Environmental Officer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. Owen Anderson, Habitat Coordinator W. Mtn. Dist., NCWRC Mr. John Dorney, Water Quality Certification Unit, DWQ P.O. Box 250, Bryson City, NC 28713 Phone (828) 488-2131 Office Use Only: Form Version April 2001 X11161 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing Ch ck all of the approval(s) requested for this project: [Section 404 Permit V4 ection 10 Permit 01 Water Quality Certification Riparian or Watershed Buffer Rules 2, Nationwide, Regional or General Permit Number(s) Requested: 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certificatior is not required, check here: F-I 4. If payment into the North Carolina Wetlands Restoration Program (NCIARP) is proposed fo- mitigation of impacts (see section VIII - Mitigation), check here: ? 11. Applicant Information 1. Owner/Applicant Information Name: NCDOT DISTRICT ENGINEER: C R Styles P E Mailing Address: P. O. Drawer 250. Bryson City. NC 28713 Telephone Number: (828) 488-2131 Fax Number: (828) 488-3518 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must attached if the Agent has signatory authority for the owner/applicant.) Name: /A Company Affiliation: N/A Mailing Address: N/A Telephone Number: N/A Fax Number: N/A E-mail Address: / Page 3 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 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: SR l 8 \Z r,(N0&oo r, IK6on ., irl /yi9?txj ed_ 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): N/A 4. Location County: ??4fu.)ooe4 Nearest Town: ?A4n?,5 Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): ,5R 18 L . zn aan h ?. ?1 ?' r.?iq ?3 C3us, - 276 i H U/r9 5-M es u, II,, Site coordinates, if available (UTM or Lat/Long): N/A (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: State maintained secondary road used to access astral woodland and/or residential property. 7. Property size (acres): /Q, 74, 8. Nearest body of water (stream/river/sound/ocean/lake): IKAe,eDon C ? ep_& 14- 9. River Basin: wren e,h B ron' a we r- 13 A.5 6 (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 tts/admin'maps/.) Page 4 of 12 10. Describe the purpose of the proposed work: To widen and ?° eu 1 ILto meet current NCDOT standards 11. List the type of equipment to be used to construct the project: Track Hoes Bulldozers, t tnicks, Back Hoes. Manual 12. Describe the land use in the vicinity of this project: Rural vvoodiand Residential 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. ?M V. Future Project Plans Are any additional permit req.ue, is anticipated for this project in the future? If so, describe the work, and provide justification for the exclusion of 61 s" work from 'the current anticipated application: No additional hermit requests are ariticioated N'I. Proposed Impacts to Waters of the United States/Waters of the State it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, perman,,nt and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. NVetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 Wetland.Impacts Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** i Lul «Ln unpuct separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing. grading, fil:. excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Ma, s (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-500-35S-9616, C7 online at http://www.femajzov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, bea%er pone. Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perenr:ial or Intermittent? (please specify) dulverl t 20' h m ?, 3, 1 ?ere n L * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and assoc:::e_' rip-r2- dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and r, ,, Icss,'gai- . stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation :> proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to th-Z nearer: downstream named stream into which it flows. USGS maps are available through the USGS at I-S00-358-9616, or online :: www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e g., www,t ,or-)ne.co-. www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: S# Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Type of waterbody Open water Im act p Site Number (indicate on map) * Type of Impact Area of Impact (acres) Name of waterbo (if applicable) dy lake, pond, estuary, sound, bay, ocean, etc.) .____. _ ,..as ant I M;teri in- fill. excavation, dred.vin.;. List each impact separately and identity temporary impacu. Impacts Mic flooding, drainage, bulkheads, etc. 4. Pond Creation 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): F_? uplands E] stream 0 wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation o draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesineuc, uuul 1JU11U. local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: NSA VII. Impact Justification (Avoidance and Minimization)' Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Impacts cannot be avoided Culverts must be extended in order to air the neceuarv %vidth 1 t uct SR IBI'L to current NCDOT standards All nine replacements will be iced belo% the exu5tin(2 stream bed gradient so natural substrate can be re-established, Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include. but are not limited to: reducing the size. of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at llttp://h2o.enr state nc.tis/ncwetlands/ trmaicle 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 vies v. preservation mechanism (e.g., deed restrictions, conservation easement. etc.). and a description of the current site conditions and proposed method of constriction. Please attach a separate sheet if more space is needed. Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http:/,lh2o.enr,.5tate.nc.tisl??-Ep'iilde\.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): N/A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes N?( No F1 If yes, does the project require preparation of an em•ironmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 o review current thresholds for environmental documentation. Yes El No V 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 F-] No F-] N/A X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) 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 sho« n on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules anc Water Supply Buffer Require ents), or other (please identify y? Yes R No V If you answered "yes", provide the following information: Page 9 of 12 Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 N/A 3 N/A 2 N/A 1.5 N/A Total N/A N/A L.VfIC I extenus out ju tees perpenalcular trom near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation o- Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetland: downstream from the property. Existing impervious acreage = Proposed impervious acreage = Total acreage = Storm water will be routed to buffer areas or retention basins where physically possible. XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) o: Z7 - wastewater generated from the proposed project, or available capacity of the subject facilit"'. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules.(15A NCAC 2H .0500) or any Buffer Rules? Yes 0 No V Is this an after-the-fact permit plication? Yes F1 No Page 10 of 12 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated Nvith Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature (Agent's signature is valid only if a 1/6 Date ation letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell ckson J Mitchell Polk Union Watauga US Army Corps of Engineers Avery Buncombe Clay ?' Cleveland a Lincoln Rowan Yancey 151 Patton Avenue Burke Gaston Macon Rutherford Room208 5006 1 - 2850 NC eville sh A Cabamts Graham ivtadison Dowell M ' Stan e} Swain 4554 ,hone: (8 1 - 28) 27 lep e T Telephone: (828) 27 Caldwell Catawba Haywood Henderson c Mecklenburg Transylvania Fax: ulatory Field Office h Re i l R Alamance Durham Johnston Sooken_ham 'ilsorl Y ad'ir. g g e a US Army Corps Of Engineers Alleghany Ed_ecombe anklin F Lee Nash Sum, 6508 Falls of the Neuse Road Ashe Caswell r Forsyth Northampton Vance Suite 120 Chatham Granville Orange Wake Raleigh, NC 27615 Davidson Guilford Person Warren Telephone: (919) 876-8441 Halifax Randolph Wilkes Fax: (919) 876-5283 Davie Washington Regulatory Field Office Beaufort Currituck Jones Lenoir Pitt T ll YRi Co s Of Engineers US Army rp Bertie Camden Dare Gates ivlartin Washimnon post Office Box 1000 Carteret* Green Pamlico Wayne Washington, NC 27889-1000 hone: (252) 975-1616 Tele Chowan Hertford Pasquotank uimans P *Croatan Na tional Fo-est O i p Fax: (252) 975-1399 Craven Hyde erq Wilmington Regulatory Field Office US Army Corps Of Engineers Post Office Box 1890 Wilmington, NC 28402-1890 Telephone: (910) 251-4511 Fax: (910) 251-4025 Anson Duplin Onslow Bladen Harnett Pender Brunswick Hoke Richmond Carteret Montgomery' Robeson Columbus Moore Sampson Cumberland New Hanover Scotland Page 11 of 12 .06 , 1376 R AK E L XNALUSKA s . Jam ' • lvrol.•Ye •"?., . - _ T 0 ? ICI !,t2? - A\ ?T5 d 1e.6 0 1800 ICI I 1933 It 1 1 19 11 r? i3 I? •?/. .55. E3 ? I ? II / ,9 Ilga .1 IB9l ys '19? / 1191 .0 ., 1003 r? \ tea-/ ? ? "Be . \1, \\ 1250 1939 \ 1 1186 . ?\ 11 I \p71 I I I I 1193 low 1192 \ ?-? ? 119^ r I/9. O ? ?? • `Y/ ,,J I /I 19z m 6d? ?o J 1919 1 yr L IalA lo'n \ 27 19 B _ 1 j . 07 6g ? ? II 1 23 1907 • = C- Cr. 1 I l 11006k .2- w a / WAYNESVILLE IBN 3 1Q \ 1916 •r ..m \ / \ 181 1814 I I / ' 810 810 / 1911 6 i I 1812 f3 -60 / \ 1133 ?' `? '?J? \__ t =J6 _ I--- tP 'O I 1 1134 1131 \ ? 8 I? I V Ily I \ \I Ir \ \ v I \\ r \ V- - / ,o Ism lye / sa-?to. ,q !3?Z le6o I/ ? .a0 \ . b ? L _ 1929 1930 193, \ \ '800 I91 A 1917 1913 11__6 1116 ..? ?' ?? • ? N•? t•a?. • I,i~ f ??/ 'tit ? 1.`. ?. ?'- -i> ?'- it • . ,• ' . .•• i vf•. •r ? r I: - 1 , 3110 L. ?, , \... 1. • • . I'7 I V. • • •s?? .• (il.•Y' 1'I1 i r i _ APL. .???` j ?•' ??(, ikiL 41 Ilk 7 7. 1 `?,!•, -•r•a i ;% •'?' ?•?•• ? ?600. ??, ; - ? -- a l% ?_, l 164 • \'`• I `\•Il }' ? • I !A1 .?\\1 \? •zA?O I 'I\t \J, ?'? ?1, 1rI ,• ,ji Ilk Copyright (C) 1997, Maptech, Inc. TEMP SLOPE DRAIN TEMP SILT DITCH EARTH EMBANKMENT S I LT FEN CE FIBERGLASS ROVING RI P RAP -TSD- :=- E GR TEMPORARY SILT FENCE: A temporary silt fence is commonly used at the toe of a fillesdecati the bottom, t off- site sedimentation. It is made pe?eaThe silt fena enureduces the water flow-while stretched and supported by steel posts. retaining the sediment. They may also be used to divert as ? low to protectethere outlets. Silt fences need to be checked on a regular basis. Silt fences shall not be effectiveness. They must be maintained installed across streams, ditches, or waterways. AREAS OF USE: • At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DESIGN CRITERIA: Material Fabric Steel posts length Post spacing Wi ire Without Wire Type 3 Class A Type 3 Class B 5 ft 5 ft. 10 ft. 6 ft. maximum 17 March, 1992 w? w ..a WC ¢ W U t.7 ¢ Er C4 V E..,O X? ¢ co ¢ -4 W O:? C < n? z_ ¢Z C- f/? W ?U O¢ E.. U E-- 0- D p G< Q - F (!i U 2 =7. rl Cc. 'I W G ? ?I I UII Z U - U F ? C? W ??-_-------- WW s - . o O F -------?---- 0E- ?-f H c L 4X] 3 I I L.- U_ '1 I L_ d Cc. w C ¢ Iii L O r -i c1 .a i C Li C7 z - - IZ to i V) .: F C O Cs. i> CO L<0_ <W?OG UE=c fnW> C C < i< C NO C W _ 4. G Z W W ZOC GF' W,In-.3ZL ZFW=G] V) Z -00 04.: =< 18 Z t ZI O i0 ?LLI . 0 G? i; - irW. iu. C P G - 0: Za =cn l,m LLJ z w LL J c z_r (Y .Z LLJ Z o ? C- T ci? 0 z c cn O T N March,199? SILT BASIN TYPE-B: A silt basin type-B is a temporary basin built to collect sediment flowing through a drainage way. The silt basin is built at the base of the ditch with its length being at least 2 times the width of the basin. The type-B silt basin is generally built in conjunction with temporary rock silt checks and other devices that control or slow down water flow. This device must be monitored closely and cleaned out on a regular basis until grass is established along the ditch line and sedimentation is no longer a problem. AREAS OF USE: In conjunction with temporary rock silt checks and other devices used in drainage ditches. DESIGN CRITERIA: • Width - variable • Length - 2 times width • Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D) 23 March, 1992 pIN I U', FIQ a 0 0 ) ' , `?''` • •1''` 1 • ,` I I III O IIIII I ,•,;:.;,'?;,:`; ??` I ? III I I iIll I - z = w + ? CL I ? LLJ 1 ?'"'° IIII I ?.,.a... - = O ?- +,,?., ,. II!I' Q ??' (n "?•,,,) ? $ !IIIII IfT tea, 1 ; ?r; • ? V ° I a 2? ??`•Z,,p1 s ,;, _ C- O ^ m < m mm ? ' ??\\VVV T N .* I ;O I 'Z 24 March, 1992 ROCK PIPE INLET PROTECTION TYPE-A: ° ° A rock pipe inlet protection type-A is a horseshoe shaphed structure with a structure. The type-1tt---in sediment storage area around the outside perimeter of rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in diameter where it is receiving flow from several directions. The type-A rock pipe inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage pipe structures by trapping sediment before it enters. They have a sediment storage pit which is designed by the same procedures as a silt basin. AREAS OF USE: • At inlets to pipes no larger than 36 inches in diameter where it receives flow from several directions. • In areas where it can be cleaned and maintained on a regular basis. DESIGN CRITERIA: • Structural stone - class-B stone • Sediment control stone - #5 or #57 stone • Sediment storage area - 1800 cubic ft./acre • Dam height - 3 ft. minimum 33 March, 1992 Q W C n. 3 t, JI C L W ? Z t` . _ ?I 1 aJ F W < E=wz o,?r, ¢0Z y r to A E- n- O N GL W _ O E- :e w co W ¢CUO -?ZA¢G <Nw W La. o w O W W Q W W W E.W. N W w FZG.G. F0 .7Z W.]U W co C E O ZO In a Z Z¢ GW <? ¢Z W aUOUI F p? (n W Wq0 a W UE- ZAr WNO z C,3 W 47Z _ Z W Z F p co UV) UF 0 ...3 Q 0.,...] z ¢_U -? F O FEZ o d: 0 E ...7 W< W- C W W [+] W U W] E- F CCLi -3 V F e w W E-F EZZZrn -4 W ZOUW 0en W .^,000 FO WO OF Z M UE- U tnV)Lt W U GOF 34 0 D 0 O -? Q ?/ ? 00 O L X Q z Wa 1 1 W' a gal ' CL 1 cD I H I W ' 1 > I . ? Z 1 W Q '...' 1 I F- N J Z U _J ~ Z O Q_ N 2 lf') tf I W W o Z IV N O u W CJ v < C O O r ? N N C ?. O O W L O W N Q 0 co o U NW'^^ J V j\ O O U 0 LL) N ' :z O O -0, is _.IN ! IW ;c z z' o- r:m Q W F-- O U W CD zf a. o W _.Z Z r LLJ ?i Y ;= O 1 0 Q 0 Q F- cn March,1992 ROCK SILT SCREEN: A rock silt screen is a low-level dam structure to be used in streams below culvert sites. Rock silt screens shall be used to trap sediment transported by running water and shall be placed in the stream below the construction site within the right-of- way or easement boundary. The rock silt screen utilizes class B stone lined with #5 or #57 stone to produce a ripple-effect in the stream to settle the larger sediment particles transported in the stream from the construction site. The trapped sediment shall be cleaned out before the device is removed from the stream. AREAS OF USE: • In live streams below construction sites where construction occurs in or adjacent to the stream. • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from stream. DESIGN CRITERIA: Structural stone - class B stone Sediment control stone - # 5 or # 57 stone Dam height - 1.5 ft. minimum and 3 ft. maximum (shall not be higher than 1 ft. above normal flow of stream) 37 March, 1992 I z 4 O 0 W I LLQ O r LL) C.. 0 r .] W W F' Z i .....7 - C Z C Z F <<? F pF0 < pFCWZO O G=? W U O I Z p< C O W .] ZOO cm CO?? ?C Cco C< FC= U. C- FO rZ. FC4 cn C- Z < p JC V) W O r OOZC Z Z C4 C4 < c<< z O o O F O O C4.,C,.OWW E ,LZW V) F W U WE-- W?FW WO C C ] C p 7 W< W C x- a F W U)c-.F W" Z OF < F F < < C-Z<< C. Z?CCUMU E-L) 1IU.C-0U N-C 'i. b 3 W r o LL x C 1 ? W b Z H O U LLI - u U'1 Ul -? N Lr) N U Lv iY N O W W 0 W N v 'l. rr z w w U J zl _N . V 1. ? v •L; I rO , N C] G V ' IO I l .. ? I O ?Lj ? E n -.r- 38 March,1992 ?\ Q ? W 1 ` 1/19r/ wo0c-Y1 Co. ROAD NAME 2/?jC?:r` Cot/G ?' . ?C'c?•? ,?.T>. S.R. W 0 moo. q5?z? 5? FROM ADD ITION IMPROVEMENT TO DE PAVED P POLES TO BE MOVED 3 T POLES TO QE MOVED R W WIDTH SCALE I = 50 D?4rE . • ? - 7 - 2000 /P•evicr-D ZZ- Zool SLLAJ I r., , ' ?u:..`.,.1?.? 11..111 ,. • • • ??_? • Railroad c _ .Control of Access Line.'.... • • • • • • • . . • A .r. ' '' • twice Dine ................... Slope S - - -" Bridge :.'.•. .•..:.' ..... ......... . ?% Culver,= . • .: :... ..:.... ...... . woods ...• •• ••..••..•......... • . Z' .. ii:Ni>'t' -o- 111110 11 •O• t lint Z'ele, r rap" ....... elep Tower Pole and Line... • • • • • • • • + • Power Pole .:' ...................... _ :1Jasenic ? Lime..:, .:.:.::........ . .:. . Mowing ......... ....:.. . Guard llail Sdnitar}•: Sewe?•Line ................ , Water Lint :'.'..'..'.'... •' ............. . ... ' Gas ..a_-• Gas Linn .'.. ; ..?....' ::............ • i?ttt?t?usr:u r;ttST IN G Chair Lilil: Fence-' .................. . Woven Wire Fence':.. , ..... • ....... ? -?' Rey,.cnc:t•iticiott....'..:,....•.........•... ' ? ?• ?• Refot'estattot?'......... • .............:. Temporarv Silt Ditch Te ni p o r ,1ry Silt 1"0 ii c: cl -E 4?-----i ' 'Teniporsry.Slope Dill II, .. ......... .... . % -Brush LWrri(!r +: .•. ..:...... ... . .......: . Silt Cliecl( Dani Type A•.•• .... '...••?••?•?•• Sot CheclcDam IWE!.B Silt Basin 1?•pa'A' ..::.:'. .. ' Si1c Bashi T31)e B .. ••......'..:........ . noclcSilcClieclcDam....•••••••••..•••• Eal*lli 1301-m .......... ......... . Temp ' S lone Mich Check . , .. • • '?- - 13 n l rn r, % n " o C-?/t/?Gkv EVERY ST?.?/}) E'l/6-/A?1" 3 S C /1 C E Vd 7- 7-J I \?I JRc--A 2'?r I -2 c won E - USC- ?, - ONLY /y( - (S. 13, ?- ! EN G7 iV dr »/S?'U,tBED (S.B.ZR) S'o V1111ey Vo cw L?.e. 0 3 t? s 117141 .? d 'C do- 3dG, oq / ?i /?./po d ST tJAyNes ?• I?e? /?? 0 3i i J r-vu ?%/7j?/ ?L. QvEE? G/r9y?ves y? %% ?+/ C o .,?)omgld 4,,?41sU1Xzj,-,-T /247C '/'i?FCo vt ^/C o -• 5 ?+00 . I I. O ?+DJ /D tGV -+=- 5 0 ., 0 I .? ?o . ?- ???? . /D ?W d? I .? 5 0 ?- f ? Sao 0 5 /t,97% i A14 M. :;ronres ' 0 o i 00 3I I I-«-5 i i /D UD 1 I /U 71 0 ,Za veo O E")c. ivb . / Q t?0 i ? I?PF i i ?o dire y N Ae.,Vso ZURW zoo 1?4710AiCc 'o ?E ,ed. GcJAyNeSY?'//c? N,C . 0 ,5fa.. /8 ?/6 = /B t2Z iPoc,? +?F29ov .S?02AcC abGG? To ge `.aoriToA, Rlo I ?n/C??AC/?noeNT 0 /7 t?o 7` uv -+-5 0 ? I i5too /s ?cb spa. /9 7150 ?.v/cA.5 SEt AffAC17 Nd, 0 • ;?, J rc.v ?Ry,?csv?iie,.vc z1A vita -o- ,G.,,,o?,g ?5 ?'Aeao•v .? ?`. ??A/?vesv ? /%, ??C sfq, 22.19/ =23 o-31 20 c,?' ??A/? To .6e- RV C,rcRoAU,.N?niT I Z 3 ?? DO ?a?iN ? /?0?'/20GJ ,2z$ ,e.4cc ! w,gy?vesv?/%, n/C G?',vo?,9 T. 4?9,&vooc 446- R4eooll 12 I- 30" A p > t- cx• s??G z / tso m4al9leNe 4/. :ORPC//s 19 z?ssG Z;W- A s ,Za' &I.41wesv-'/>e, sic . . o 43 E x's f? 51 za ? ?o z0 too - 0 -?- . 26 too 20 goo o :_ ?p +oo 3d ? 5 O .? .o A/.*, I EX'S' 2 ?-DD X344 oeWCOd1V !z 0' IZ I I i 0 ?- I i zS-?ao 0 -?-- 5 t? ,w. fas - i _I o. r\ cr- Sta.. 3 Z r-o2. D® _ I WAtc? a2A%NS ,q,?c/ Cud OFFS Sta., 3/ fs9 > ? SewE2 ' ?tA,vho/G I Exs %.,?G ?.eo E -•-5 0' Sot 3o?oa O Sfa 3ZyG5_3Zt 5 RcduC? ?=? TO 22 -R? a r ? 0 -lz t .?SfOp _ Syj X00 to 3s "ea O P X?Sr?NG ,MOAll e. C', U.va? ewoo n? I TEST /=A.?. ? wRy.??s v' ?? e, ?/C zG ,eRC? ?v G'2,?. Rol. Gtr- T o??. ?/c? .C3y E.viceo,vci;XicvT fig' A,,o Gx.s E _ e1Z io ?z t is O -+-5 0, } I E x ?s •wG ti ?a Boa S? goo ' ? SD goo 0/4 -1 j SO .LCO ? I I 7 70 18 ?P i 8 S?toO jS4oa I (f Ex ?'s r?%•Uc . I cr- 1 I I I fi ,e, TWA I a5 P.4 ' y I fp0 /%f ON ,ZVI Ex ; sr ?G ?I -+-5 0'-? 6J,400 cr- I ? C .S. 8 ?. .1. ? ?-S SOD lob yap !v S?aO 5 ` !00 C,c,p CXis i.atG• I I I .y I b ? X18 c?? ?-----fly -+-5 0'--? 1-?- cr- b ?b !00 v00 I1,?Wj -04?) Q 70 --Cb I I IY IMP q a. /',2v oS?D OC I l I -•-5 0, - GS'`? lPS goo ,y 75 t O i /8 -q. o c s P?eop Ed I I ' -•-5 0 i 'JO ?'OO . '740)4 00 (H) D^ ?QG /a 79 yoS -55 F43$T/4?,7 9o.? 6N4 RD/9C?i cam? Ho,A /e-eh HChje rsoh 1117 Racoon Rd, W( ,. y n< ,.-. e, N G S 3 77+00 1 ?f IV QA 010Dq ATe oi= A/o,el! 6!9X'01-;V4 q/e,cl? ,VC ze78ly 2 •? '?vU J ? 8.S ? oo ? q - gs?o0 i /B CA i° ? 23. I F,,euP scD Cod%??S 02Cxi42o?- ewe. c/D 4afley'le- eadIC-7 /94/ G'o%/??? .Ge•9? -•-5 So .? oo _ cr- I So,-oo i8 I P12 oSED I ?oX9?i9 I I i I 85 4,z 18 50=-I . E, a. p i 93 +?GU ?I f 93 ?Go G : e. P 4 I ? -•-5 0 90 goo ? 90 ,? STIE # STA. ZI f/S SP'?H S= T EK= > gyp'r4s c..,P FM C6ID > R MTE; a6 pile' ee'- tin i I I U ? 1-. . I ' I ? I I I 1 I I I I I I! I I I ' 1 I . _ _ _ I - I I I I ??? ? ...?, I 1 I I I I I ? 1 I 1 1 1 1 I I I 1 1 I I 1 I I I L? I I I I I I 1 1 I I I 1 I I I I I ?? I I ' - I { I 11 L? ! I I LIl I - ? - -,-- _- I j -I t I I 1 1 1 ! 1 I I I ' ' i I I I I . - I I 1 _ . I ? -_ I I 1 I I ; - `? I I I i I I I I I I I I I I I , ` 7 I ? I i I I i I 11 I --, -? ? -t--I I I -T 1 ' I ? '. I I I I 1 I I 1 1 I I I I I I I I ' I I i I I I I ? I I i I? I L; - y..-:-.-_ _-. -! : ' ' ? 1_ ? I f I ? 1 I I I I I I I I I I ? l I' I I I ' I _ I -- - - -I ' i ` __ •__ ?_- ( I I I I I I I I I 1 I I l i l l l 1 i I I I ._+ I I }--t ? - '- --I -• I I 1 I 11 I l i 1 I I 1 ? I t 1 1 I I 1 i I I I I I I I I I I I I I ' 1 I ( I f 1 I 1 ? I I ' -- , I I I I I I I I 1 I I I I I 1 1 1 1 ?_ - 1 I I I I 1 I I 1 1 I ? - ?1 I 1 ' t I I I I , I I I ?I ' ' I S12 18 IZ SLUE # 2- STA. 53+ SO IPANUI S= ExL= > 46'X 3o e vti, P CM P MECSED > 65' X-70" S//T ----N 6esin s S1/T f?iGGr Y -------------, - --I I i I I I I --- --?'---- - - _' -LI I -I A L - I ------------ - I I ---------- - - _ I 1 I _ 11 _' 1 --i ?I 1 11 ! I I t I I _I I ? I , ? - - - ! I I 1 I! I I I I ? 'i I I ' I I ? ? I I I I I I ! _. 1 !? ? - -=?- ---- ? ? ??? 1 I - i l l l! 1 I - _I 1 I I I I i I ? ? L' , I ' ' I -1 i 11 - I I I I I __--___----,--- ' I ? I_-?,,--_ I? ?- I- I , I 1 I? I I I I I I I ' I i I I , I I I . I I -I 11 I I I I - `? I I I I ! I I I I I I I I I ! I i I i 11 I I I !? ' I I I • I I I' 1 I I I I 1 I' j- ? I I I 1 I i I I i -I 1 I 1 1 I I I I I l i I I I I t l I I I ! l I I 1 1 I I I I I I 1 1 I 1 i l I I I I, I 1 I I I I i I I I _ I I I I I I; 1! _ I j.- I k - -~ 1 1 I I I I I 1 1 I I ?? I I I ( I I --T I I I - 1 -? I I I I I I I I I 1 I I I ? 1 - I? 1 1 I 1 1 I I I ' I I 1 . I I I I I I . I ' I I I \ A C Leon vN R4, ? I F1 Y WO-O D ?,c? . 8)Z' SEE # 3 STA. G44-Zo EPAMH S= EXI= > Co. X 6O" HZOFCEID > Mme a S' 01 £rd, eX4,4 OJlJLcr p7 20' X (0" /1407_7,• J?rvroue- 5-0.: y LnJ4 iCP.QLGrCL VVYLC, £+, ?? I-?UI+ - 70• ---- -' I - --- - '- I - ----- 1 L --• - -?_--?-- ---------------- 7 7- - - ---- 7-1 ?_ r -I - - - I--- I L --- L-- ----- -- -___ - - ? - _ _ _ __ r_- --- ---- _ ?_? -._l . . ........ -- -- i - -- - i- 7 7T 1 I I - _, I __.- ?? ._I I I I I ; I .1 I I ?! I ;j l I ,, I I I I i 1 L i I ? i I I I 1 1 I , I I I I I 1; ?; i ? , I 1 i I I , I I; - I t -?-I 1? , I -- I I ??-? ' L__-- '? _ ..?---- - -- I I I I , -- I I I ? - ? ' r ? I I I i I I I I I I I -r , I I I I , ---'--?r_ I I ! 1 I I I I, I I I I I I 1 i I I i I ' I I . I 1 -- - I -i 1 "-' 1 I I ?`?i I 1 I I I I? , I I t ! l I I I I I I _ I I, 1 I ; - w' ' _ ?1- ,- --- i `T- I i t -? I I I i 1 I 1 I l l l I I I 1 I I ! i 1 1 I I ' I 1 1 1 I I 1 1 t l I I I I . I I I I 1 1 I I ' I I! . I I 1 ? 1 1 1 I I 1 Y I I II - i I , i I I I I I 1 I? 1 - i l I I I I '' _ '? - 1 I I I I• I