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HomeMy WebLinkAbout20011143 Ver 1_Complete File_20010730State 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 ,. 0. 0 177-1 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES September 12, 2001 Jackson County DWQ Project No. 01-1143 SR 1369 APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. C.R. Styles, P.E. District Engineer North Carolina Department of Transportation P.O. Drawer 250 Bryson City, NC 28713 Dear Mr. Styles: You have our approval in accordance with the attached conditions and those listed below, place fill material in 50 linear feet of the unnamed tributary to Scotts Creek for the purpose of paving the existing roadway SR 1369, Lower North Fork Road, in Jackson County. The project should be constructed in accordance with your application dated 9 July 2001 (received 30 July 2001). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3289. This certification corresponds to the Nationwide Permit Number 14 issued by the Corps of Engineers. 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 listed below. 1. In-stream work and land disturbance within the 25 foot wide buffer zone are prohibited during the trout spawning season from October 15 through April 15 unless the N.C. Wildlife Resources Commission waives this requirement in writing. 2. Stormwater shall be directed to sheet flow through the buffer or otherwise treated before entering the stream. 3. Sedimentation and Erosion Control measures for High Quality Waters shall be utilized for this project. 4. The culvert required for this project shall be installed in a manner such that the original stream profile is not altered. Existing stream dimensions shall be maintained above and below the culvert. 5. All work in the channel shall be performed when stream flow in blow bankful. 6. All mechanized equipment operated near surface waters shall be inspected frequently to ensure that contamination of the water does not occur from fuel, lubricants, hydraulic fluids and other toxic materials. 7. Native vegetation shall be planted on disturbed stream banks after construction is completed. Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 5017o recycled/1017o 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 AOMA% 00=1% Zook NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DWQ Project No.: o/ County: ??KSo?I Applicant: /VC07- Project Name: SR Ey09 ~ Lower Foes E>7 Date of Issuance of 401 Water Quality Certification: ?? ?Z Z?1 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, 1621 Mail Service Center, Raleigh, NC, 27699-1621._ 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. Applicant's Certification I, n9xZ=- 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, aM-Oul po rting materials. Signature: Z57• Date: t ? Agent's Certification I, , 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: Engineer's Certification Partial Final Date: I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee 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 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 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 Y a©a Michael F. Easley, Governor William G. Ross, Jr., Secretary Y NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES September 12, 2001 Jackson County DWQ Project No. 01-1143 SR 1369 APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. C.R. Styles, P.E. District Engineer North Carolina Department of Transportation P.O. Drawer 250 Bryson City, NC 28713 Dear Mr. Styles: You have our approval in accordance with the attached conditions and those listed below, place fill material in 50 linear feet of the unnamed tributary to Scotts Creek for the purpose of paving the existing roadway SR 1369, Lower North Fork Road, in Jackson County. The project should be constructed in accordance with your application dated 9 July 2001 (received 30 July 2001). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3289. This certification corresponds to the Nationwide Permit Number 14 issued by the Corps of Engineers. 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 211.0506 (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 listed below. 1. In-stream work and land disturbance within the 25 foot wide buffer zone are prohibited during the trout spawning season from October 15 through April 15 unless the N.C. Wildlife Resources Commission waives this requirement in writing. 2. Stormwater shall be directed to sheet flow through the buffer or otherwise treated before entering the stream. 3. Sedimentation and Erosion Control measures for High Quality Waters shall be utilized for this project. 4. The culvert required for this project shall be installed in a manner such that the original stream profile is not altered. Existing stream dimensions shall be maintained above and below the culvert. 5. All work in the channel shall be performed when stream flow in blow bankful. 6. All mechanized equipment operated near surface waters shall be inspected frequently to ensure that contamination of the water does not occur from fuel, lubricants, hydraulic fluids and other toxic materials. 7. Native vegetation shall be planted on disturbed stream banks after construction is completed. Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50;b 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 4 ®o Lu IE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 6. All mechanized equipment operated near surface waters shall be inspected frequently to ensure that contamination of the water does not occur from fuel, lubricants, hydraulic fluids and other toxic materials. 7. Native vegetation shall be planted on disturbed stream banks after construction is completed. 8. Rock silt screens installed at culvert outfalls shall be removed after construction is completed. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. 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 Asheville Regional Office at 828-251-6280. Sincerely, Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office File Copy Central Files Gregory J. Thorpe, Ph.D. Acting Director 01-1143 Wedands/401 Unit 1650 Mail Service Center Raleigh. North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper 8. Rock silt screens installed at culvert outfalls shall be removed after construction is completed. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. 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 Asheville Regional Office at 828-251-6280. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office File Copy Central Files erely, y , h.D. 01-1143 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 0 f. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES ROAD CROSSING CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSEITAR- PAMLICO/RANDLEMAN BUFFER RULES This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92- 500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers regulations (i.e., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse, Tar-Pamlico and Randleman Buffer Rules (15A NCAC 2B .0233,.0259 and.0250). The category of activities shall include any fill activity for road crossing and is limited to fill less than one-third of an acre. This Certification replaces Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality Certification Number 3103 issued on February 11, 1997. This WQC is rescinded when the Corps of Engineers re-authorizes Nationwide Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Conditions of Certification: 1. Proposed fill or substantial modification of wetlands or waters (including streams) under this General Certification requires application to and prior written concurrence from the Division of Water Quality; 2. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees; 3. In accordance with 15A NCAC 2H.0506 (h) compensatory mitigation may be required for impacts to _ streams and/or wetlands. In addition, buffer mitigation may be required for any project with Buffer Rules in effect at the time of application: A determination of buffer, wetland and stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval as required in those protocols; 4. For any project involving a stream re-alignment, a stream relocation plan must be included with the 401 application for written DWQ approval. Relocated stream designs should include the same dimensions, patterns and profiles as the existing channel, to the maximum extent practical. The new channel should be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 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 4 0 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain the physical integrity of the stream, but the applicant must provide written justification and any calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is not practical on-site, then stream impact will need to be mitigated elsewhere; Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written concurrence from DWQ in accordance with 15A NCAC 2B.0233, 15A NCAC 2B .0259 and.0250 and 15A NCAC 2H.0500. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233, 15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification; 6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that providing passage would be impractical. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down str earn of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands; 7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable without additional fill beyond that allowed under other General Certifications. Deed restrictions must be placed on the remaining wetlands and streams on these lots to restrict future wetland and stream fill. DWQ shall be sent copies of all deed restrictions applied to these lots; 8. That appropriate sediment and erosion control practices which equal.or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural grade restored within two months after the Division of Land Resources has released the project; 10. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; Wctlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 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 d o Michael F. Easley, Governor MIR William G. ROSS, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES 11. This Certification shall be utilized for roads from natural high ground to natural high ground. The Certification for Nationwide Permit 18 may not be used in conjunction with this Certification to create high ground for road access; 12. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. All water quality-related conditions of the FONSI or ROD shall become conditions of this Certification; 13. That additional site-specific conditions may be added to projects proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 14. When written concurrence is required, the applicant is required to use the enclosed "Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been completed; 15. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding Nationwide Permit 14 and Regional General Permit 198200031 whichever is sooner. Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in, revocation of this Certification for the project and may also result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for individual certification for any project in this category of activity, if it is determined that the project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing uses of the wetland, stream or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Effective date: 1 June 2000 DIVISION OF WATER QUALITY By Kerr T. Stevens Director WQC # 3289 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 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 141, 777 - d o Michael F. Easley, Governor William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES DWQ Project No.: Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: County: 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, 1621 Mail Service Center, Raleigh, NC, 27699-1621. 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. Applicant's Certification 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: Agent's Certification I, , 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: Engineer's Certification Partial Final Date: 1'. - _ - - - - ; as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee 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 Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 5095 recycled/10% post consumer paper ? l r, C" A , ig STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR JULY 09, 2001 Jackson County SR 1369 LYNDO TIPPETT SECRETARY Mr. Steve Lund, NCDOT Coordinator D FTI U. S. Army Corps of Engineers ? Regulatory Branch 151 Patton Avenue, Room 208 0 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 1369, Lower North Fork Road in Jackson County. In order to construct this project in accordance with our current secondary road standards, and the relocation/extension of one (1) pipe culvert in an unnamed tributary to Scotts Creek(DEM Class C TR) 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 tributary to Scotts Creek, general notes and standards on erosion control measures, and a marked County Map are enclosed. We propose to install the new culvert 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, BUson City, NC 28713 Phone (828) 488-2131 Mr. Steve Lund Page 2 June 13, 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 c ideration will be appreciated. Yours t ly, C. R Styl s, P. E. Distri E gineer 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: 011143 Form Version April 2001 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 1. Check all of the approval(s) requested for this project: Zsection 404 Permit Section 10 Permit [g401 Water Quality Certification Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: I y 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: II. Applicant Information 1. Owner/Applicant Information Name: N(-.D(-)-f- Mailing Address: P O Drawer 250 Berson Citv NC 28713 Telephone Number: (828) 488-2131 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: N/A Company Affiliation: N/A Mailing Address: N/A Telephone Number: N/A Fax Number: N/A E-mail Address: N/A - Fax Number: (828) 488-3518 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: S'.? /3G 9 Gowf e ?a?'f' %? Srte.ks°?? ?° 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): N/A 4. Location County: °ri Nearest Town: 5 ?A Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): 3 o =,r -,re /'/ 32- ;^/ SA c k 5 v,,/ eu. 5. 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 separatel%- 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 rural woodland and/or residential property. 7. Property size (acres): 2 "?c tjc,lMeci Titi?U V, 8. Nearest body of water (stream/river/sound/ocean/lake): 9. River Basin: (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http:/fh2o,Qnr.state.nc.us/admin/map- s/.) Page 4 of 12 1. 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 _J _L__:.-,..J ..1,... -:.. ,- ...1 ... .. {III * List each impact separately and identity temporary impacts. impacts Incluue, out ale nut Illutcu to. IIICC-111LCU 1I- -5. 5-...5. excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Ntap Service Center at 1-800-358-9616, or online at http://www.fem-a.izo v. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond. Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: 11117 Total area of wetland impact proposed: _? A 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 Perennial or Intermittent'? (please specify) I tr7 k?oolace SO CL'r?? ^?Ztf'"' "1 l d I t d sociated ri -720 l to. cu per s an as p * List each impact separately and identify temporary impacts. Impacts include, but are not Im te dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/ga.n,), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching'straightening, etc. If stream relocation. is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.eov. Several internee sites also allow direct download and printing of USGS maps (e.g., ww\k.toooronc.crn, www.map_quest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: `E O Page 6 of 12 10. Describe the purpose of the proposed work: To widen and pave SR 130 to meet current NCDOT standards 11. List the type of equipment to be used to construct the project: Track Hoes. Bulldozers, Dump trucks, Back Hoes Manual Labor etc 12. Describe the land use in the vicinity of this project: Rural woodland. 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. e//A V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the curren: application:- t?+u re- -De c,M TS M? ?. e ,n e cA e ci ? t,, +k ? ,, ? ?. r e :I,ue ;-c • •a r. ?' • ? . ? ,i a ? -, = ', ,, ?, ? ? r a ? s ? , ? P -r . ? `, , t t`L ?? , ? ? '? '7. i : ? ? ?F. ? P C •},. t Y.. c, 1 C (-? ni ?L /' VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permaner.. 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 delineation map, whether or not impacts are proposed to these systems. N?'etland and strear.: evaluation and delineation forms should be included as appropriate. Photographs may b: 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 3. Open Water Impacts, including Lakes, -Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) N (if Name of applicable) Waterbody Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) F\ F W i List each impact separately ano iocnnry tempurmy unpac,a. ,,,,Nun 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): ? uplands [] stream wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond livestock watering, irrigation, aesthetic, trout pond. local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Mimmization) 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 gain the necessary width to construct SR 13' 9 to current NCDOT 'standards All pipe replacements will be placed beloN\ the existing 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 http•//h2o enr state nc us/ncwetlands/stmauide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view. preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of 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•/ih2o enr state nc us'«rp'index htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): 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 V? No El If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA'SEPA)? Note: if you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083/ o review current thresholds for environmental documentation. Yes [:] No Lla 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 213 .0233 (Neese), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Require ents), or other (please identify )? Yes F-] No 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 Zone l extends out su teet perpendicuwar from near oanK or cnannei; -one L umcnua un 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 or 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 Nvetland_ downstream from the property. 5• •Z Z Existing impervious acreage = y a 7 Proposed impervious acreage ..= Total acreage = /La -Z Storm water will be rooted 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: wastewater generated from the proposed project, or available capacity of the subject facility. XIII. Violations (DWQ Only) Is this site in violation of DW?Wetland Rules.(15A NCAC 2H .0500) or any Buffer Rules? Yes F-] No V Is this an after-the-fact permit plication? Yes F? 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 with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature tio h i t n letter from t Date he applicant is provided.) 1 (Agent's signature is valid o za or aut US Army Corps Of Engineers Field Office s and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Buncombe Clay Cleveland Jackson Lincoln Polk Rowan 151 Patton Avenue Burke Gaston Macon Rutherford Room 208 NC 28801-5006 Asheville Cabarrus Graham Madison Stanley , Telephone: (828) 271-4854 Caldwell Catawba Haywood Henderson McDowell Mecklenburg Swain Transylvania Fax: (828) 271-4858 Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Stokes US Army Corps Of Engineers Alleghany Edgecombe klin F Lee Nash Surry 6508 Falls of the Neuse Road Ashe Caswell ran Forsyth Northampton Vance Suite 120 NC 27615 Raleigh Chatham Granville Orange Wake W , Telephone: (919) 876-8441 Davidson Guilford lif Person h Randol arren Wilkes Fax: (919) 876-5283 Davie ax Ha p Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Martin Post Office Box 1000 Camden rteret* C Gates Green Pamlico Washington, NC 27889-1000 Telephone: (252) 975-1616 a Chowan Hertford Pasquotan.: Fax:(252)975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender hmond Ri Post Office Box 1890 Wilmington, NC 28402-1890 Brunswick Carteret Hoke Montgomery c Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 12 I I i \ / / •? i i 1 .I I E R V A T 10 N I I I I I 1 I • \ I I I • I I / I •I / I 1 / ? 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D(J G 0' la I I 33 a 60 ? /B cep Cxs i?G /zs foo ?zs fro E O 33 1 ?J.0. 6.94 /37 ?,?13G9 POLE DATA HPPJ 61-03441 ?CT .Coli/e,? f1?prJ?-/S_'-e COUNTY __/-------------------- Sheet---------- of--• J --------- r-,L-Gh?r' Ca ?R OF POLE LINE ?t?--.?°; -----• ------------ -.-------------------------------- PO Li dltT. ?11011 Ct""M Pplt/tHt ROAD 014T. 01104 CtMTtm x110 )t CT DItT, CtMTtn P•O1tCT A?Ttl1 NOvIMa nt4AR KO iN NUYt01 LT. Pt T. LT. T. LT. RT. pp 77 ,OY Ale e,)o ID ZS ?/ S 2>9 'do 38 Ipso S&44 15 o??3U PP ?? Dp -7 7,i pp ?F PPa? 22 0' 2? 2 13 " liD 0- Alwe !o1,- lleec ?, •?.3o T. o? /?w 5_1 - EARTH EMBANKMENT S I LT FENCE FIBERGLASS ROVING - FGE RI P RAP TEMPORARY SILT FENCE: A temporary silt fence is commonly used at the toe of a fill section to prevent off- site sedimentation. It is made of permeable filter fabric buried at the bottom, stretched and supported by steel posts. The silt fence reduces the water flw- flow to prooected le retaining the sediment. They may also be used to divert outlets. Silt fences need to be checked after each significant Silt fences hal not bee effectiveness. They must be maintained on a regular bass. 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 With Wire Type 3 Class A 5 ft 10 ft. Without Wire Type 3 Class B 5 ft. 6 ft. maximum 17 March, 1992 o - Zm cri r . m I I I Z U ` li I I- C W I_ w II w -• ---------- ?O H --- -------?---- op w z _ ??.b ? z w C= U w - U J I I L. F.. ¢ ? C CJ wN C+ w 3F Z i r L Iii I_ < C4 ¢ L O r?-? I I - •X W - C U I l¢ A -3 n O ?_ t7 ? N - to C -r CV ?• ,L C C:: _ U - = O_ L7 Z I I I _. ?.. `- Z z ? LL: L cn G-E- o?`• < - O Ci] C = Lc: G U ?UN w V] .:„>-UC- C E- Cs W <Z G U= N <C,]?OC ?- CND U_="'NC]? V) r" CC CCC-1F CF C .- F <V CCU ¢?+GrL..?CCa: ¢ Z w C; M in F E-_Uw u-+, 00 z ZE--W V) p C++C?:?U=c?F jU3FU? CD E G4. NCN_U z o z?. w¢_ c?:z ¢? Z _ON OCs.C G p„ < F N I Z' C] O w VI. Z 0' ri 'ILL) iW • C C LLJ U LL1 LL. J Zl O? ? A= Q I? V / .L _ O N I 18 March,1992 SILT BASIN TYPE-B: 7zz? 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 ?IIs') IN a 0 0 i ' ' , ,`: :: . ;:'?:),` II ICI ? ?1111i l i n l 7 - I ?).)_`)• 1.11 `? li ?? r -0 ?? ? ? 11jJ II 3 _. , y - d - id =i 1't. a _ Il: 17 ill 'INA 'NSA f . + ,l m 70 mm 0 r G LJ J LJ m W EL F- z Z U) ZZ:? O ?= 0 ?= Q J F- Lr) 'Z , 1 C fi .0 N 24 March, 1992 ROCK PIPE INLET PROTECTION TYPE-A: °\a ° p° °°4°p° A rock pipe inlet protection type-A is a horseshoe shaped the structure. The type-lain sediment storage area around the outside perimeter o 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 -115 or n57 stone • Sediment storage area - 1800 cubic ft./acre • Dam height - 3 ft. minimum 33 March, 1992 Q W CL_ CL 3 j C L W ? Q F w 2 F o ¢ E-- o ,Nr, a O Z ? 7-' A C4 F 4 0 F 4 - A fn O E i W<¢ U O .. a Z fa C4 L) < 1 V) W Owo wOC4aE4N W W C+- E-ZCs.4 FOaZ Ca U Q F O N p< Z W¢ ¢? ¢ZW ¢UO V? 0pN ?w 4 Q 4? W a F Z W E 0 W w ? zc?Z cswv?°_'-3 wz_ F W F p W Z W az¢ V UUN7C]UE a?C] 6 CL < F O F Z ??a a o a w< w 4 w w 47 U-2 E- waZ OF W O W .:. 0 0 0 .`- ? O W O U F= Z = N U F U V) ?+- 4 U < O F 0 z O W. CJ J X C O L? LL 2 C ia ? t 1 IL I (J F- I O W i > I W i O I N J I C Q 1-' Q u Z J r Z o N ? a- ? 0 `J LIJ N r-) - J V, O C O u o W W W N o z N ? N W W LO u C C C C o p N N 0 0 o w J i U. o N Z.m cr l.: CL' Q W Z O w ?- c cr L 1 0- O LLJ Z Ov CL p Y F- J O O Q Z Q ;p cn . t ?? ^ , ?? I 34 March,1992 ROCK SILT SCREEN: A 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 W C N 4 W 0 0 0 I z 0 4 O LLJ ,.-• CL 0 -.7 W C:] p F i Z C Z .. Z E < < C- 0 E- C- W En ZZF En6 F= L Cr Cz7o <<UO --: `C<p O Cil z Cn 0 L.1 OO pOC W CC?F? C.3 F r E- C Ca C-. Z O 1 W E-- 0 0U7=UZOZW 0 <cGGZ oocn c Cc?.-3(LnCo E Z C4 ?Zw ? E= W CA Er- Cm C4 z C3 C4 UZ ]CUE.: yCl GE C.0 C] F G G C_rl z G E' C- Z? OUtnOUE- UN U?OU-C-OU V) = O 3 W T (D Z o c X C i ? ('1 W o N z O ? ^ _ •Jv? J e ? u W N Ln NI ^l V C N 0 u O N G W III U (10 J U c O 7- C - O s" O !Z- V ' i C ? z. C Q ? O O, 0 ? m 7 38 March, 1992 W STr? - --9r<-?o e-L xmel 4-q 5?, /?lzo`?osc ?1 •' J?? DF .3? x.90 ??,? i 1 I c`zis r //Er/ E: I,? E??? ,icy i o a , 00 (L zcn U ct z ?i ul cr ~ aN F LL ^. p oozoo W) 00 F- o z C) W a 0 w i U z H O O N \ r- 0 W Q D i lD ID r-I ri O Z F - z 9 >Q O O F O O O N G vi- F W z O O G O O O ? O N 47 ? U_ O z rl G7 O ? O a N W \ U_ O O ? > \ ., O CG O 4] Ci d4 LO a H z rn ? o O H > o