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HomeMy WebLinkAbout2001_ROSCANS_1990Mr. James E. Patterson Waste Management Specialists Department of Environmental, Health & Natural Resources Route 1 Box 179 Hayesville, North Carolina 28904 RE: Gas Monitoring Plan for Cherokee County Landfill Dear Mr. Patterson: As required by the Notice of Violation for the Cherokee County Landfill, I am submitting a plan for monitoring the migration of methane gas from the permitted Landfill area. The site was originally monitored using five monitoring wells in March of 1989 to j determine if in fact methane was migrating off the landfill property. It was determined that indeed there was gas migrating off the property. Consequently, a remedial plan was devised which consisted of 14 wells with a header connected to a blower pump with the gas being sent to a flare to be burned. The remedial plans were accepted and the facility was constructed with construction being completed on or before September 14, 199U. The system is working as planned and the methane gas is being burned at the " flare" with no propane gas necessary for burning other than ignition. The monitoring will consist of weekly tests for a year at the five monitoring points that were used in March 1989. The monitoring points were and are noted as P-1 thru P-5. The monitoring will be done by the Solid Waste Manager of Cherokee County, Robert Allen. Mr. Allen will test each well weekly for percent LEL and pressure. He will record the well number, date, time, well. pressure in inches of water, percent LEL, any observations and weather conditions. He will note the amount of any rainfall that occurred in the previous 24 hours. This data will be recorded on the form titled "Landfill Gas Migration Survey Data" and they will be kept on file at the landfill office for inspection by you at any time. The form is enclosed for your review. J October 18, 1990 Page 2 Mr. James E. Patterson There are approximately five weeks of data now available for your review. The monitoring plan as outlined above was started as soon as the migration control system came on line. If you have any questions concerning the monitoring plan, please do not hesitate to call me. Sincerely yours, MUNICIPAL ENGINEERING SERVICES CO., P. A. D. Wayne Sullivan DWS:ta cc: Robert Allen Gary Ahlberg Julian Foscue C7 a H r� i H .-7 b b n �all r r i f o %n C=i C a H H O I I I f i a I x ra r� R, rs. a,N,, was' ddd999 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Health Western Regional Office • Moore III Black Mountain, North Carolina 28711 (704) 669-3361 James G. Martin, Governor William W. Cobey, Jr., Secretary Mr. Wayne Sullivan Municipal Engineering Services Post Office Box 97 Garner, North Carolina 27529 Dear Mr. Sullivan: August 7, 1190 Richard K. Rowe Division Director I am in receipt of your letter dated July 27, 1990, requesting an extension to the compliance date of July al, 1990, for completing the installation of the methane gas migration control system at the Cherokee County landfill. Based on the fact that there has been a delay in shipment of the blower pump from the manufacturer, your request for a new compliance date of September 14, 1990, is granted. The landfill gas monitoring plan will need to be completed by October 14, 1990. Please let me know if you have questions or problems. JEP/mg cc: Julian Foscue Gary Ahlberg Robert Allen Sincerely, James E. Patterson Waste Management Specialist An Equal Opportunity Affirmative Action Employer July 27, 1990 Mr. James E. Patterson Waste Management Specialist NC Solid Waste Section Rt. 1, Box 179 Nayesville, NC 28904 RE: Cherokee County Methane Gas Extraction Dear Mr. Patterson: On June 19, 1990, I requested an extension for the installation of the methane gas migration control system at the Cherokee County Landfill. The request for this extension was to allow for the delivery of the equipment and installation. The equipment has been delivered with the exception of the Rotron Blower Pump. Originally it was supposed to have been delivered within one week of the other equipment. The manufacturer is now telling us they will not be able to ship until August 20, 1990 and will probably take another week before it is delivered to the site. Consequently, I am requesting an additional extension of the compliance date. With the way it has developed, we probably will not get the pump on site until the end of August of which installation will take place shortly thereafter. I am therefore requesting that our compliance date be moved to September 14, 1990 to cover any further delays. I would appreciate all consideration that can be given this matter. If you have any questions, please do not hesitate to call me. Sincerely yours, MUNICIPAL ENGINES NG SERVICES CO., PA D. Wayne Sullivan DWS:djr cc: Robert Allen Gary Ahlberg Julian Foscue OPERATION/CONSTRUCTION MANAGERS Municipal Services P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 / June 19, 1990 Mr. James E. Patterson Waste Management Specialist Solid Waste Management Rt. 1, Box 179 Hayesville, NC 28904 Re: Methane Gas Migrations Control for Cherokee County Dear Mr. Patterson: CIVIL/SANITARY ENGINEERS Engineering Company, P.A. O. Box 349, Boone, North Carolina 28607 (704)262-1 I am writing to request an extension of one month which will be July 31st, for the gas control system for Cherokee County. The reason for the delay is that the pump flare, and condensate collection tanks have not been delivered, and we do not expect them to be delivered for two or three weeks. We do have the wells and header system built along with the blower building, flare pad and condensate structure. The electricity has been installed in the building so that when the equipmen - -- - - _ -l " , 4' '" installation. We would appreciate any con have any questions, please Sincerely, MUNICIPAL ENGINEERING SERVI D. Wayne Sullivan DWS:djr -------cc: Gary Ahl-berg— Julian Foscue Robert Allen OPERATION/CONSTRUCTION MANAGERS Municipal Services P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 October 18-1990 Mr. James E. Patterson Waste Management Specialists Department of Environmental, Health & Natural Resources Route 1 Box 179 Hayesville, North Carolina 28904 CIVIL/SANITARY ENGINEERS Engineering Company, P.A. .O. Box 349, Boone, RE: Gas Monitoring Plan for Cherokee County Landfill Dear Mr. Patterson: As required by the Notice of Violation for the Cherokee County Landfill, I am submitting a plan for monitoring the migration of methane gas from the permitted Landfill area. The site was originally monitored using five monitoring wells in March of 1989 to determine if in fact methane was migrating off the landfill property. It was determined that indeed there was gas migrating off the property. Consequently, a remedial plan was devised which consisted of 14 wells with a header connected to a blower pump with the gas being sent to a flare to be burned. The remedial plans were accepted and the facility was constructed with construction being completed on or before September 14, 1990. The system is working as planned and the methane gas is being burned at the " flare" with no propane gas necessary for burning other than ignition. The monitoring will consist of weekly tests for a year at the five monitoring points that were used in March 1989. The monitoring points were and are noted as P-1 thru P-5. The monitoring will be done by the Solid Waste Manager of Cherokee County, Robert Allen. Mr. Allen will test each well weekly for percent LEL and pressure. He will record the well number, date, time, well pressure in inches of water, percent LEL, any observations and weather conditions. He will note the amount of any rainfall that occurred in the previous 24 hours. This data will be recorded on the form titled "Landfill Gas Migration Survey Data" and they will be kept on file at the landfill office for inspection by you at any time. The form is enclosed for your review. 262-1767 October 18, 1990 Page 2 Mr. James E. Patterson There are approximately five weeks of data now available for your review. The monitoring plan as outlined above was started as soon as the migration control system came on line. If you have any questions concerning the monitoring plan, please do not hesitate to call me. Sincerely yours, MUNICIPAL ENGINEERING SERVICES CO., P. A. D. Wayne Sullivan DWS:ta cc: Robert Allen Gary Ahlberg Julian Foscue �I a � o w U W x � E-+ w w � x w z I N z � 0 H l gel W N CQ w wU W m = U cn ro 0N 3 of - w w H w H Q C] a o State of North Carolina Department of Environment, Health, and Natural Resources Division of Solid Waste Management P.O. Box 27687 • Raleigh, North Carolina 27611-7687 James G. Martin, Governor William W. Cobey, Jr., Secretary February 20, 1990 Mr. Robert Allen Cherokee County Courthouse Murphy, N.C. 28906 William L. Meyer Director Re: Evaluation of Ground and Surface Water Monitoring at the Cherokee County Landfill (Permit 420-01) Dear Mr. Allen, The field inspection of the monitoring system at the Cherokee County Landfill this past week confirmed a couple of problems. The monitoring wells are not constructed properly. There is a need to establish a surface water monitoring program. All four of the monitoring wells at the landfill are too deep to be effective for detection monitoring purposes. These deep wells will be very difficult and expensive to sample. Also the results of sampling the deep wells may be misleading. By the time potential contamination were to migrate this deep in the aquifer, it would already have spread so much as to possibly pose a serious threat to the public health or the environment. At this point it would be very difficult and expensive to perform an assessment and corrective action if required. The detection monitoring system should be designed to detect any potential contaminants as early as possible. It appears that the wells that were installed were constructed similar to drinking water wells rather than detection monitoring wells. In order to intercept contamination as early as possible, the monitoring wells should be installed in the saturated soil zone of the uppermost aquifer. The well screens should be set in the most conductive zones of this saturated soil zone. Frequently this most hydraulically conductive zone of the saturated soil is located in the weathered rock (saprolite) just above bedrock. Generally the wells should be installed no deeper than is necessary to effectively monitor the uppermost aquifer. However, it is important to be sure there is a sufficient level of water so that seasonal variations in the water table would not result in a dry well at some time in the future. Page 2 The water table measurements made this past week by the Solid Waste Section indicate that the water table is encountered fairly close to the land surface at all the downgradient wells. Therefore our office highly recommends that new more shallow wells be installed to establish a more effective monitoring system. This will make grQund-water_samp-l-ing much easier, more accurate, and less expensive. -- By establishing a shallower and more effective detection monitoring system, you will reduce liability and the additional cost involved in assessment and corrective action should contamination become wide- spread before contamination is detected. It would be advisable to contract an Engineering or Geotechnical firm that has experience with the installation of ground -water monitoring wells to do this work. At the two downgradient wells below the landfill (MW-3 and MW-4) ground water was encountered within a couple of feet of land surface. The well construction records indicate that rock was encountered at fairly shallow depths for these wells. 'Therefore shallow monitoring wells to a depth of 15 to 20 feet would be preferred at these locations. The water table was encountered at about 15 feet below land surface at the other downgradient well (MW-2). A monitoring well of about 30 feet in depth would probably prove most effective at this location. The upgradient well should also be screened in the saturated soil zone. It should only be necessary to penetrate the water table about 15 feet to set the well screen. This would enable a much more shallow well for the upgradient well also. In recent years surface water monitoring has been overlooked at many solid waste management facilities. The Solid Waste Section is now in the process of re-establishing surface water monitoring at all sanitary landfills in North Carolina. Surface water sampling should include a sample taken immediately upstream of the landfill facility as well as a sample taken immediately downstream of the facility. The streams should be sampled at the same time and for the same parameters as the ground -water monitoring wells. Please include the surface water data along with the ground -water analysis for all future water quality samplings. All monitoring wells should be designed and installed according to the specifications in the "North Carolina Water Quality Monitoring Guidance Document For Solid Waste Facilities". All ground and surface water monitoring should also be performed in a manner that is consistent with the "Guidance Document". If you have any questions or comments please contact our office at (919) 733-0692. Sincerely, Bobby lutfy Hydrogeologist Solid Waste Section cc: Jim Coffey � im Patterson Cherokee County Commissioners A �`4 rVrur State of North Carolina Department of Environment, Health, and Natural Re Division of Solid Waste Management P.O. Box 27687 - Raleigh, North Carolina 27611-7687 -dames GMartin, Governor William W. Cobey, Jr., Secretary July 3, 1990 Mr. Virgel O'Dell, Chairman Cherokee County Commissioners Courthouse Murphy, NC 28906 cJl William L. Meyer Director RE: Cherokee County Landfill Vertical Expansion - Amendment to Permit No. 20-01 Dear Mr. O'Dell: The enclosed Amendment to Permit for the referenced facility is approved in accordance with G.S. 130A-294, subject to the revised Conditions of Permit. The Conditions of Permit supersede any conditions issued heretofore. As described in General Condition No. 1, this permit is not effective unless it has been properly recorded. The General Conditions also describe provisions for sale of property, permitted disposal, and expiration of permit. Please note the Conditions for Construction and Operations, which requires management of borrow soils, describes proper operation and development, and references further requirements. Monitoring requirements include annual sampling for groundwater wells and surface water locations, and explosive gas monitoring. Monitoring for explosive gas at the property line and maintaining compliance parameters through operation of the LFG Migration Control System will require a significant amount of work and experimentation. An approved LFG Monitoring Plan, as described in Attachment 1, shall be established as outlined in the 4-12-90 Notice of Violation. This permit provides a planning period which Cherokee County must use to develop a comprehensive solid waste management plan that meets the requirements of the revised Mr. Virgel O'Dell July 3, 1990 Page 2 N.C. Solid Waste Management Act (10-01-90), and will meet the forthcoming Federal regulations. If -there are any questions, please call me at (919) 733-0692. Sincerely, V Gary / Ahlberg Environmental Engineer Solid Waste Section GWA/mj cc: Julian Foscue Jim Patterson Municipal Engineering AMENDMENT TO PERMIT NO. 20-01 DATE ISSUED 06-22-90 TE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES DIVISION OF SOLID WASTE MANAGEMENT P.O. Box 27687 Raleigh, NC 27611 SOLID WASTE PERMIT Cherokee County is hereby issued a permit to operate a SANITARY LANDFILL located at SR 1515 between Murphy and Andrews, North Carolina in accordance with Article 9, Chapter 130A, of the General Statutes of North Carolina and all rules promulgated thereunder and subject to the conditions set forth in this permit. The facility is located and described by the legal description of the site on the attached sheet. William L. Meyer, Dire for Solid Waste Management Division bargained, sold and conveyed, and by these presents do give, grant, bargain, sell, convey and confirm unto the Grantee, its successors and assigns, ti►e following particularly described real estate, located in Cherokee County, North Carolina, to -wit: A tract of: land in Valleytown Township, District 07 and part of State Survey 04 about one mile up the Valley River from the intersection of State Road 111519 and 111'515 and more particularly described as follows: 1--• _ - - said spike being N 88-48 1: 14.7 feet from a nail ill the center of said State Road over the center of culvert of Burnt Branch, which marks the lortheast corner of the Tract sold to Bob Heaton by Maurice West on July 24, 1970 and recorded in the Office of the Register of Deeds for Cherokee County, North Carolina on July 24, in deed book 293, at page 8, and runs thence N 5-45 1V, with a severance line, 382.2 feet to it point and runs thence N 26-34 IV with a severance line, 186.9 feet and runs thence N 10-27 1V with a severance lisle, 137.4 feet and runs thence N 14-06 E with a severance, 206.3 feet and runs thence N 4-40 E with a severance lino of the (Vest property 148.1 feet to a point, said point being 3 feet South of an 8 inch double Persimmon and iron woos,} tree on the left bank of the Valley River and runs thence N 45-00 IV 50 feet to a point in the center of said river and runs thence the following courses up the center of the river, N 70-21 li 245.6 feet, N 79-19 E 365.7 :feet, N 17-42 .1 334.5 feet, N 68-58 E 93.8 feet, S 79-57 E 132.6 feet, S 59-48 li 147.8 feet, S 76-20 E_.. 284.1 feet and S 65-50 1: 136.7 feet to a point in the center of Valley River, Wallace 11 -1'Ito+inns West's Northeast corner and runs thence with the said (Vest .line and Parker property S 1-06 U, passing a 4 inch by q :inch marble post on top of the river bank at 55 feet, total distance 951.4 feet to a 4 inch by 4 inch marble post J.n a small draw and ruining thence S 0-22 E, continuing with the Bast line of West property, 355.6 feet to a spike in the center of State Road to #1515, said spike is N 0-22 IV 29.5 feet from a State Highway right of way monument and runs thence Westward with the center of State Road o. 1515 t)ic following; courses: N 82-19 1V 190.7 feet, N 86-55 IV, 91.3 feet, S 82-20 W 97.8 feet, S 73-28 IV 107.8 'feet, S 68-46 196.6 feet, S 77-22 W 159.2 feet, S 84-10 W 120.4 feet, N 117-48 11 155.7 feet, N 86-05 IV 142.9 feet and S 89-12 11 122.5 feet to a spike in center of State Road No. 1515 the point ol.' BEGINNING, containing 44.58 acres, more or less. EASEMENT: Also an casement and right of way over, through and across a portion of the lands described in the deed dated April 20, 1971 from Morris (Vest, and wife, Elizabeth (Vest to Wallace A. West, and 'Thomas Roger West, recorded in the Office of the Register of Deeds for Cherokee County, North Carolina in Deed Book 300, at page 116, which said easement and right of way is hereby conveyed for the use and benefit of the above described land and is to run ilth and be appurtenant to said above described land, and is described as follows: A 60 foot wide casement and right of way lying and being 30 feet on either side of the following described centerline of the easement, to wit: BEGINNING on a Point in Si�utc Road N1S15 N 87-30.114 feet from the beginning corner of the land described above and runs tllenco N 50 1: with the center of the existing access.135 feet more or less to the above described land. The above described land, easement and right of way was surveyed by L. It. Ilardiug, on April 2, 1972 and said L. R. Ilurding, Civil Engineer and Surveyor, prepared a plat of said land and easement f:rogl said survey and reference'is ]te.r-e,Liy made_ to said plat for flu -then description of said land and right of way. Being the same lands described in deed dated August 14, 1972 from Wallace A. West, anal wire, 'ferry S. West, Thomas Rogers (Vest, and wife, Conllio U. West to 'Tile 'Down of Murphy in Cherokee County, North Carolina, recorded in the Office of the Register of Deeds of Cherokee County, North Carolina f: in look 313, page 88 reerellco to which is hereby made. TO HAVE AND TO HOLD the above described land and premises, with all the appurtenances therelnito belonging, or in any wise appertaining, unto the Grantee, .Its successors and assigns forever. IN 'TESTIMONY WHEREOF, the 'l'owll of Murphy in Cherokee County, acting tilrough its Mayor jlursuant to resolution heretofore adopted, has hereunto set its ]land and seal tile day and year first above written. e�f 5/ STATE OF NORTH CAROLINA COUNTY OF CHEROKEE THE. 'TOWN OF MURPHY IN CHEROKEE COUNTY BY Mayor o.: the fowl o urp ly in Cherokee •'ounty I, Cinger R. Anderson , a Notary Public of said State and County, do hereby certl.f.y that CLOE MOO RE, Mayor of The 'town of Murphy in Cherokee County, personally appeared before me this day and acknowledged the due execution of the foregoing instrument. WITNESS my hand and Notarial Seal, this 1st day of May , 1973. otary Pub is My Commission Expires: 6-8-77 AMENDMENT TO PERMIT NO. 20-01 DATE ISSUED 06-22-90 A M E N D M E N T TO W A S T E P E R M I T SANITARY LANDFILL CONDITIONS OF PERMIT: GENERAL 1. This permit shall not be effective unless the certified copy is filed in the Register of Deeds Office, in the grantor index under the name of the owner of the land in the county or counties in which the land is located. After recordation, the certified copy shall be returned to the Solid Waste Section and shall have indicated on it the page and book number, date of recordation, and Registrar's seal. 2. When this property is sold, leased, conveyed or transferred, the deed or other instrument of transfer shall contain in the description section in no small type than that used in the body of the deed or instrument a statement that the property has been used as a sanitary landfill. 3. This solid waste disposal site is permitted to receive solid waste generated within the territorial boundaries of Cherokee County, and as defined in 10 NCAC 10G, .0101(36), except that hazardous waste and liquid waste are prohibited from disposal at this site. 4. This permit is issued for a period not to exceed five years from the date of issuance. Upcoming amendments to the N.C. Solid Waste Management rules, in accordance with EPA Subtitle D revisions, may necessitate the modification of the construction and operational plans prior to said review period. CONSTRUCTION AND OPERATION 1. This permit is for construction according to the attached plans with the following conditions: a. The least permeable soil, as identified in the laboratory testing report shall be stockpiled and utilized for final cover. b. Construction and operation shall be completed in accordance with the revisions noted on the drawings. Conditions of Permit #20-01 Page 2 Additional conditions and revisions of the approved plans shall be approved by the North Carolina Solid Waste Management Division. -2. All sedfinentat-ion/erosion control activities -will be -conducted in accordance with the Sedimentation Control Act (15 NCAC 4). 3. This facility shall conform to the operating procedures in Rule .0505 of the Solid Waste Management Rules, and the conditions specified herein. 4. According to the specifications and operating conditions for the LFG Flare and pit burner, adequate separation distances shall be determined by the Section and maintained. 5. A closure and post -closure plan must be submitted for approval at least 90 days prior to closure or partial closure. The plan must include all steps and measures necessary to close and maintain the facility in accordance with all rules in effect at that time. The final cover will be evaluated based upon performance and upgraded if necessary. MONITORING REQUIREMENTS 1. Four (4) ground water monitoring wells shall be located as shown on the construction plans. 2. Cherokee County shall sample monitoring wells and surface waters (two locations on plan) annually as per the N.C. Water Quality Monitoring Guidance Document. 3. A readily accessible, unobstructed path shall be initially cleared and maintained so that four-wheel drive vehicles may access the monitoring wells at all times. 4. Ground water quality at this facility is subject to the classification and remedial action provisions referenced in Rule . 0503 (2) (d) of 10 NCAC 10G. 5. Cherokee County shall monitor for explosive gases at the property line as described in an approved plan, prepared in accordance with Attachment 1: 09-14-89 letter, Phase II - Remedial Action. fj 1:}L Nr1CAV I A LF0 /mil/GR9sJoA/ Ca•uG .SyS,-� r, Fwsar _7Z_ )�'EMe�_PML FfCT/DN State of North Carolina Department of Environment, Health, and Natural Resources Division of Solid Waste Management P.O. Box 27687 . Raleigh, North Carolina 27611-7687 James GMartin-,-Governor William W. Cobey, Jr., Secretary September 14, 1989 William—L—Meyer Director Mr. William Green, County Manager County of Cherokee Cherokee County Courthouse Murphy, N.C. 27906 RE: Compliance Order without Administrative Penalty issued January 9, 1989 - Cherokee County Landfill Permit 420-01. Dear Mr. Green: The referenced Compliance Order requires implementation of a two-phase program to correct a violation -of 10 NCAC 10G .0503 (2)(a)(ii). Cherokee County has satisfied Phase I of the program. The Solid Waste Section received preliminary plans on June 20, 1989, submitted by Municipal Engineering in behalf of Cherokee County. This submittal marks the completion of Phase I - Monitoring and Assessment. Phase II - Remedial Action requires the implementation of a remediation plan which satisfies 10 NCAC 10G .0503 (2)(a)(ii). Originally, the Section had planned to include Phase II in the proposed Amendment to Permit application, but, due to delays in completing the application, the Section has elected to address the migration issue separately. The "area of concern" has been adequately addressed in the proposed construction plan drawings. Phase II - Remedial Action Landfill Gas (LFG) will continue to be generated for a number of years. The duration of methanagenesis is largely dependent on landfill composition and its environment. Thus, the nature of the problem establishes two goals: (1) initially, installing and operating a migration control system to achieve the required compliance parameters; and (2) developing a "LFG Monitoring Plan" to maintain and monitor for compliance. Mr. William Green September 14, 1989 Page 2 Remedial action must satisfy both goals. Construction of the migration control system should begin as soon as possible. The County (and consultant) is encouraged to interact with the Section throughout this process. Concurrently, the Remediation Plan must be completed, submitted, and approved by the Solid Waste Section, and it — must include the following minimal information. 1. LFG Migration Control System Conceptually, the preliminary plans are adequate in addressing general design. Installation and operation of the system must consider the appropriate provisions, and complete plans shall include: A. A comprehensive project scope describing system design, anticipated volume for LFG extracted from the landfill, scheduling, etc... B. Expanded monitoring probe system C. Details on condensate management (1) Anticipated volumes and capacities (2) Collection devices (3) Documentation of approved disposal D. LFG Flare (1) DEM Air Quality Permit (2) Specifications (3) Operating provisions E. Construction provisions (1) Well Construction (a) Drilling logs shall be recorded and submitted to the Solid Waste Section, and should include total depth, level of liquids accumulated in the borehole, completion details, and any pertinent observations. (b) Drilling shall not disturb the base of the landfill. (c) Four feet of pure bentonite backfill shall be installed if the base of the landfill is encountered. (d) Drilling shall cease when liquids accumulate in the borehole. (e) Wells shall be capped upon completion. 'William Green September 14, 1989 Page 3 (2) Collection System (a) Trenching, installation of piping, and backfilling shall be completed in a timely manner in orde-r—to minimize nuisances (b) specifications for vessels, piping, and processing equipment shall be included. (c) Pipelines markers will be installed to locate collection lines. F. Health and Safety Plan adequately (1) A plan identifying the potential hazards during construction and operation of the system shall be prepared. Accordingly, the plan shall describe safety measures (including levels of Personal Protective .Equipment, PPE) necessary for given situations. Consult the Federal Right -to -Know Act and OSHA for assistance. G. As -built drawings (3 sets) will be submitted upon completion of construction. 2. LFG Monitoring Plan At a minimum the plan must include the following: A. Name of the individual responsible for operation of the control system and implementation of the Monitoring Plan. B. After compliance is achieved, the minimum initial monitoring frequency shall be weekly for the first year. Subsequent scheduling will be dependent on performance. C. Records of monitoring information for the probes at the property line shall include: (1) % LEL, methane concentration, and probe pressure; (2) data, time, and weather conditions (24 hour period prior to) when the measurements were taken; and (3) the individual who performed/recorded the measurements. D. A methodology for correlating the operating parameters of the migration control system and the parameters at the monitoring probes. Testing procedures, equipment, and maintenance requirements should be described in this discussion. Mr. William Green September 14, 1989 Page 4 E. A procedure of notifying the Solid Waste Section when noncompliance parameters are observed. All information shall be provided orally within 24 hours from the time the owner/operator becomes aware of the circumstances. If --requested-a—written submission shall—beprovzaea within 7 days of the event and will contain all pertinent information including: (1) period of noncompliance and the cause, (2) corrective actions taken or planned, and (3) if not corrected, the anticipated time it will continue. F. An annual report shall be submitted to the Solid Waste Section discussing system performance, compliance, and proposed modifications to the plan. System performance can be described using the methodology referenced in #2.D., including data on gas quality and corresponding rates of gas extraction. These discussions will substantiate any proposed plan modifications. The Solid Waste Section finds these requirements practicable and necessary to effectively manage landfill gas migration at the Cherokee County Landfill. If you have any questions, please contact Gary Ahlberg at (919) 733-0692. JGL/mj cc: Julian Foscue Jim Patterson Nancy Scott Wayne Sullivan Sincerel J. o on Layton, i f S lid Waste Sectio olid Waste Management Division - Municipal Engineering ' CONSULTANTS - NC RALEIGH 401 Glenwood Avenue Raleigh, NC 27603 919/828-0801 FAX: 919/833-2784 RECEIVED April 19, 1990 o J ���CF,�S_COti1�P Municipal Engineering Services Company, P.A. Mr. Wayne Sullivan P.O. Box 97 Garner, N.C. 27529 Re: Permeability and Atterbery Limits Tests Cherokee County Landfill Project No. 90180.05 Dear Mr. Sullivan: Test results on the two samples of soil provided by Municipal Engineering Services Company from the Cherokee County Landfill are presented in the enclosed Table 1. Results for the tests for porositywillbe transmitted to you next week. I trust this meets your need. Please let us know when we might be of additional assistance. Sincerely, GAI Consultants—NC,Inc. Wendell W. Parker, Ph.D., P.E. Engineering Manager WWP: ka Enclosure Pittsburgh, PA A Charleston, WV A Orlando, FL H ri 4-4 ro a -P 0 U a) a) X W 0 w a�4i H U p 0 4-4 ul a) a U) 0 E-+ 0 M 01% r1 a, s4 a 4 1 •r1 0 •r1 a) A m k ro a) M a) W •�q a Ln U) •H r. 4 M a) N N Q 1~ 1 0 a) -H i4 d-) O 4-)r m a) o, •,-I % 0 U) •, j LO N H Ln N a a�a �1 Qa M M a) a a) a r+ m -P a v M M� F V. to 0 U) 4-) 3 •rl 4J �4 r1 U •,-1 U) m Q >1 a) H >1 •� ro O r1 U) U N ro N 0 U 0 k a b N (a 'CJ s~ ro U) 44 0 aP Ln a, a) ro a O k a a ro 0 .d a) U (d 04 r 0 U a) rl a U) •rl A >1 ro +J m •� Cherokee County County Landfill Extension 3(o) The individual responsible for operation and maintenance of the aita 1a: Hr. William Green, County Manager County of Cherokee Cherokee County Courthouse Murphy, NC 28900 704 837-5527 3(b) Anticipated Lifetime of the Project. 31-may-88 *********** * VOLUMES * *********** Incremental Cumulanive MAE", STATION EN] -AREA VOLUME VOLLME 4AQ_ ******* ************** ************** ************** ***+ CUT FILL CUT FILL CUT FIL_ 1+00 .0 .0 1+50 .0 90.5 .0 83.8 .0 83.8 -83., 2+00 .4 202.8 .3 271'6 '3 355.4 -355.� 3+00 .0 809'3 .7 1874.2 1'0 2229.6 -2228'E 4+00 .3 1620'8 .6 4500.1 1.6 672S'7 -6728' :. 5+00 .0 2787'7 '6 8163.8 2'2 1+893.5 -14891'1. 6+00 1'1 4317.3 2.1 13157.3 4.3 25050.8 -S8046.E 7+00 '4 7162.1 2.9 21258'1 7.2 49309.0 -49301.c' 8+00 .0 12171.3 .8 35802.6 8,0 8V111.6 -8B103.E 9+00 .8 14939'1 1.5 50204.4 9.5 135316.0 -135306.z_�. 10+00 1.7 14834.8 4.7 55136.7 14.2 190452'7 -190438.E 11+00 .0 9847.6 3.2 45708.1 17.4 236160.8 -236143'z- 12+00 '0 ` 833g'8 .0 33680.5 17.4 2S9841'3 -269823.c- 13+00 1.2 4406.8 2.2 23605'0 19'G 223446.3 -203426'7 14+00 .0 1815.2 2.3 11522.3 21.9 304968.6 -304546'7 15+00 1'9 117.5 3.6 3579.0 25.5 3o8547.6 -308522.1 15+25 .0 .0 .9 54.4 2E'3 308602.0 -308575'7 Daily trash intake 19,000 C X 5 #/C/DAY = 95,000 #/DAY 95,000 #/DAY _ 800 #/CY = 118.75 CY/DAY 118.75 CY/DAY X 6 DAY/WK X 52 WK/YR = 37,050 CY/YR Total Landfill Capacity = 308,600 CY 308,600 (2/3) = 205,733 CY available for trash fill with 102,867 CY of cover material required. Projected Landfill Life 205,733 CY _ 37,050 CY/YR = 5.55 YR Borrow Material Required = 308,600 (1/3) = 102,867 CY C1CKYl i �1pnem' 3 3 3 Z WA-5T1;: 561L ' `F'!':. .i-., .at. •ia.�,-+t-=•� .. :i..a:.:;•'f-'R•:'k �f-C-.:w �._n%;Y��_t ;i'y,_.::.-� .:�. �..:,:. i— T 00 'FQ J 17 ---3v. 4 a (_i U. . / � � `::J i._. +1 • �_ .. � `vim. /., G4 i' 1L• (_I/3. 7 LJ. J • t'U :. V��v'• /L��i. Borrow material available from offsite borrow area shown on plans = 18,533 CY Required cover per year 37,050 0 /3)= 12,350 CY/YR 18,533 CY Estimated Life of Borrow Area = 12,350 CY/YR = 1.50 years The county must locate a new borrow site or expand the existing site within this 1 1/2 year period in order to maintain continuous service from the landfill. CO )ate 3(c) The extension should be implemented by building a compacted toe dike of earth as needed for a particular work area (approximately 5' high and 60' long) and proceeding around the toe of the fill area until a lower lift is installed as shown on the final topographic drawing. As each work area is put into operation, all surface water from areas upgrade of the work area shall be diverted around the work area. 3 , V. Mtl�. 2� Gi�e.L EAR'ru GovF.R(coMP�.cs>'Lv� 1 •' � . ... � �=INNCa LAlJ17Ffl-L S(,1(ZFAL� - }:-•,r' 1%ll'fiAL LIFT �CAMPAGicp -rgAe Daily cover of 6" earth to be applied throughout life of project. The only means of compacting the trash is by utilizing a D-8 dozer for spreading and compacting and due to the insufficient compaction achieved by this method, it is recommended that trash be compacted in 12" layers not to exceed 24" layers. The best compaction would be realized by operating the dozer in such a manner as to press the trash upgrade against the existing ground surface, rather than operating parallel to the toe dike. The equipment available at the site consists of the following: 1 - 7 Yard Pan 1 - D-8 Dozer 1 - 955 Loader 2 - Dump Trucks There is one man (landfill operator) at the landfill, six days a week. Any landfill needs a compactor to fully utilize the available space, and it is recommended that the County purchase a reconditioned compactor to improve the operation of the landfill. Soil Type "B" CN = 70 SCF = 1.12 10 Yr. Rainfall = 6" 25 Yr. Rainfall = 6.5" Total denuded area at a given time should be one work (300 x 100) Plus one work area before seeding is established. Size of ENST basin and basin #1 2(300 x 100) /24/3 = 833.3 CF :. use 30 x 30 EX basin 4.22 + 1.99 = 6.21 AC Q25 = 27.5 CFS (1.12) = 30.8 CFS Use 12' spillway Hp = 1.0, Q = 31, Vc = 4.1, Sc = 3.0 Basin #1 2.53 + 1.05 + 5.85 = 9.43 AC Q25 = 42 CFS (1.12) = 47.04 CFS Use 20' spillway Hp = 1.0, Q = 51, Vc = 4.2, Sc = 2.9 Borrow Area 1/2 of borrow area should be denuded at a given time 1.67 /2 = 0.83 AC AVG Slope 2:1 = 50 SCF = 1.21 0.83 (43560) / 24/3 = 505 SF use 23 x 23 1 0. C Q25 = 23 (1.21) (1.67) 2/3 = 13.37 CFS \'�9 •' i`n ? 5 Use 8'_spillwa3y Hp = 1, Q = 22, Vc = 4.1, Sc = 3.0' DD #1 AVG Slope = 125 - 95 = 10% T = 13 D =.6 Q = 15 280 J.C. DEPARTMENT OF HUMAN RESOURCE., WEATHER CONDITIONS DIVISION OF HEALTH SERVICES INSPECTION FOR SANITARY LANDFILLS PERMIT NUMBER NAME OF SITE COUNTY LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW WITH A CROSS (X). - (1-)_P-LAN-AND-PERMIT-REQUIREMENTS - --- — (a) Construction plans shall be approved and followed. (b) Specified monitoring and reporting requirements shall be met. (2) SPREADING AND COMPACTING REQUIREMENTS (a) Solid waste shall be restricted into the smallest area feasible. (b) Solid waste shall be compacted as densely as practical into cells. (3) COVER REQUIREMENTS (a) Solid waste shall be covered after each day of operation, with a compacted layer of at least six inches of suitable cover or as specified by the division. (b) Areas which will not have additional wastes placed on them for 12 monthsor more shall be covered with a minimum of one foot of intermediate cover. (c) After final termination of disposal operations at the site or a major partthereof or upon revocation of a permit, the area shall be covered with at least two feet of suitable compacted earth. (4) EROSION CONTROL REQUIREMENTS (a) Adequate erosion control measures shall be practiced to pre- vent silt from leaving the site. —(b) Adequate erosion control measures shall be practiced to pre- vent excessive on -site erosion. (5) DRAINAGE CONTROL REQUIREMENTS (a) Surface water shall be diverted from the operational area. — (b) Surface water shall not be impounded over or in waste. (c) Completed areas shall be adequately sloped to allow surface water runoff in a controlled manner. (6) VEGETATION REQUIREMENTS — (a) Within six months after final termination of disposal operations at the site on a major part thereof or upon revocation of a permit, the area shall be stabilized with native grasses. (b) Temporary seeding will be utilized as necessary to stabilize the site. (7) WATER PROTECTION REQUIREMENTS — (a) The separation distance of four (4) feet between waste and water table shall be maintained unless otherwise specified by the division in the permit. — (b) Solid waste shall not be disposed of in water. (c) Leachate shall be contained on site or properly treated prior to discharge. An NPDES permit may be required prior to the dis- charge of leachate to surface waters. (8) ACCESS AND SECURITY REQUIREMENTS (a) The site shall be adequately secured by means of gates, chains, berms, fences, and other security measures approved by the division, to prevent unauthorized entry. (b) An attendant shall be on duty at the site at all times while it is open for public use to ensure compliance with operational requirements. — (c) The access road to the site shall be of all-weather construction and maintained in good condition. (d) Dust control measures shall be implemented where necessary. REMARKS DATE (9) SIGN REQUIREMENTS------ - -- --------__ —(a) Signs providing information on dumping procedures, the hours during which the site is open for public use, the permit number and other pertinent information shall be posted at the site entrance. — (b) Signs shall be posted stating that no hazardous or liquid waste can be received without written permission from the division. — (c) Traffic signs or markers shall be provided as necessary to pro- mote an orderly traffic pattern to and from the discharge area and to maintain efficient operating conditions. (10) SAFETY REQUIREMENTS — (a) Open burning of solid waste is prohibited. —(b) Equipment shall be provided to control accidental fires or arrangements shall be made with the local fire protection agency to immediately provide fire -fighting services when needed. (c) Fires that occur at a sanitary landfill shall be reported to the division within 24 hours and a written notification shall be submitted within 15 days. (d) The removal of solid waste from a sanitary landfill is prohibited unless the owner/operator approves and the removal is not performed on the working face. (e) Barrels a nd drums shal I not be disposed of u n less they are empty and perforated sufficiently to ensure that no liquid or hazard- ous waste is contained therein. (11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS (a) A site shall only accept those solid wastes which it is permitted to receive. (b) No hazardous, liquid, or infectious waste shall be accepted or disposed of in a sanitary landfill except as may be approved by the division. — (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste, and other animal waste delivered to the disposal site shall be covered immediately. — (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as amended through January 1,1985, may be disposed of separate and apart from other solid wastes at the bottom of the working face or in an area not contiguous with other disposal areas, in either case, in virgin soil. Separate areas shall be clearly marked so that asbestos is not exposed by future land -disturbing activi- ties. The waste shall be covered immediately with soil in a manner that will not cause airborne conditions. Copies of 40 CFR 61 may be obtained and inspected at the Solid and Hazard- ous Waste Management Branch, Division of Health Services,! P. O. Box 2091, Raleigh, NC, 27602. (12) MISCELLANEOUS REQUIREMENTS (a) Effective vector control measures shall be applied to contry flies, rodents, and other insects or vermin when necessary. (b) Appropriate methods such as fencing and diking shall be pi vided within the area to confine solid waste subject to be blo by the wind. At the conclusion of each day of operation windblown material resulting from the operation shall be lected and returned to the area by the owner or operator NAME: Solid and Hazardous Waste Management Branch DHS 1709 (Revised 4/85) Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer) `n E State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Health Western Regional Office • Moore III Black Mountain, North Carolina 28711 (704) 669-3361 James G. Martin, Governor William W. Cobey, Jr., Secretary April 12, 1990 Mr. Virgel O'Dell, Chairman Cherokee County Board of Commissioners Cherokee County Courthouse Murphy, North Carolina 28906 M. t[oil Il to0XV)QRi/Ito) RiN*V)tI Dear Mr. O'Dell: Richard K. Rowe 'Division Director Pursuant to NCGS 130A-22(a) and to NCAC 10G, I conducted an inspection on March 22, 1990 of the Cherokee County Sanitary Landfill, Permit No. 20-01, located in Cherokee County on State Road 1515 near Marble, North Carolina. This inspection found the Cherokee County Sanitary Landfill to be in violation of certain requirements contained in the North Carolina Solid Waste Management Rules, codified at 10 NCAC 10G specifically: 10 NCAC 10G .0505(1)(a) requires that construction plans shall be approved and followed. The Cherokee County Landfill was operating in violation of NCAC.10G .0505(1)(a) in that the landfilling limits as specified in landfill construction plan dated September, 1972 have been exceeded. 10 the 10 NCAC 10G .0505(1)(b) requires that specified monitoring and reporting requirements shall be met. The Cherokee County Landfill was operating in violation of 10 NCAC 10G .0505(1)(b) in that the conditions set forth in - the compliance order dated January 9, .1989 and the subsequent letter dated September 14, 1989, specifying monitoring requirements for explosive gases at the property line have not been satisfied. 10 NCAC 10G-.0505(4)(b) requires that adequate erosion controlmeasuresshall be practiced to prevent excessive on -site erosion. The Cherokee County Landfill was operating in violation of 10 NCAC 10G .0505(4)(b) in that adequate erosion control measures had not been practiced to prevent excessive on -site erosion. An Equal Opportunity Affirmative Action Employer Mr. Virgel O'Dell April 12, 1990 Page 2 COMPLIANCE SCHEDULE Based upon the foregoing, the County of Cherokee is hereby ordered o take the following actions to correct all violations as stated in this Notice of Violation, and otherwise be in compliance with the North Carolina Solid Waste Management Rules, codified at 10 NCAC 10G:. 1. By June 1, 1990, comply with 10 NCAC 10G .0505(1.)(a) by submitting to the. N. C. Solid Waste Management Section for approval a complete application for landfill expansion. 2(a).By June 30, 1990, comply with 10 NCAC 1OG .0505(1)(b) by installing and operating a landfill gas migration control system to achieve the required compliance parameters. 2(b).By July 30, 1990, develop a landfill gas monitoring plan to maintain and monitor for compliance. 3. By June 1, 1990 Comply with 10 NCAC 1OG .0505(4)(b) by repairing all eroded areas on the landfill surface. If the requirements above are not met on a continuing basis, enforcement action may be taken:, Remedies include assessment of Administrative Penalties of up to $5000.00 (five thousand dollars) per day per violation, dating from the compliance date in this order, and/or injunctive relief, pursuant to G.S. 13OA-22 or G.S. 130A-18. If you have any questions concerning this matter, please call me at 704/389-8865. Sincerely, i ,James E. Patterson Waste Management Specialist Solid Waste Branch Solid Waste Management Section JEP/dgm cc: Mr. Julian Foscue Gary Abernathy Nancy Scott Robert Allen k...;. DEPARTMENT OF HUMAN RESOURCE WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT NUMNK INSPECTION FOR SANITARY LANDFILLS NAME OF SITE COUNTY LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW WITH A CROSS (X). (1) PLAN_�f D_P__ERMl1_REQUIREMENTS (a) Construction plans shall be approved and followed. — (b) Specified monitoring and reporting requirements shall be met. (2) SPREADING AND COMPACTING REQUIREMENTS (a) Solid waste shall be restricted into the smallest area feasible. (b) Solid waste shall be compacted as densely as practical into cells. (3) COVER REQUIREMENTS (a) Solid waste shall be covered after each day of operation, with a compacted layer of at least six inches of suitable cover or as specified by the division. (b) Areas which will not have additional wastes placed on them for 12 months or more shall be covered with a minimum of one foot of intermediate cover. (c) After final termination of disposal operations at the site or a major part thereof or upon revocation of a permit, the area shall be covered with at least two feet of suitable compacted earth. (4) EROSION CONTROL REQUIREMENTS (a) Adequate erosion control measures shall be practiced to pre- vent silt from leaving the site. —(b) Adequate erosion control measures shall be practiced to pre- vent excessive on -site erosion. (5) DRAINAGE CONTROL REQUIREMENTS (a) Surface water shall be diverted from the operational area. (b) Surface water shall not be impounded over or in waste. (c) Completed areas shall be adequately sloped to allow surface water runoff in a controlled manner. (6) VEGETATION REQUIREMENTS (a) Within six months after final termination of disposal operations at the site on a major part thereof or upon revocation of a permit, the area shall be stabilized with native grasses. (b) Temporary seeding will be utilized as necessary to stabilize the site. (7) WATER PROTECTION REQUIREMENTS (a) The separation distance of four (4) feet between waste and water table shall be maintained unless otherwise specified by the division in the permit. (b) Solid waste shall not be disposed of in water. (c) Leachate shall be contained on site or properly treated prior to discharge. An NPDES permit may be required prior to the dis- charge of leachate to surface waters. (8) ACCESS AND SECURITY REQUIREMENTS (a) The site shall be adequately secured by means of gates, chains, berms, fences, and other security measures approved by the division, to prevent unauthorized entry. (b) An attendant shall be on duty at the site at all times while it is open for public use to ensure compliance with operational requirements. — (c) The access road to the site shall be of all-weather construction and maintained in good condition. — (d) Dust control measures shall be implemented where necessary. REMARKS DATE NAME: _(9) SIGN -REQUIREMENTS-- --_ - - -_- - - - (a) Signs providing information on dumping procedures, the hours during which the site is open for public use, the permit number and other pertinent information shall be posted at the site entrance. — (b) Signs shall be posted stating that no hazardous or liquid waste can be received without written permission from the division. (c) Traffic signs or markers shall be provided as necessary to pro- mote an orderly traffic pattern to and from the discharge area and to maintain efficient operating conditions. (10) SAFETY REQUIREMENTS — (a) Open burning of solid waste is prohibited. (b) Equipment shall be provided to control accidental fires or arrangements shall be made with the local fire protection agency to immediately provide fire -fighting services when needed. —(c) Fires that occur at a sanitary landfill shall be reported to the division within 24 hours and a written notification shall be submitted within 15 days. (d) The removal of solid waste from a sanitary landfill is prohibited unless the owner/operator approves and the removal is not performed on the working face. — (e) Barrels and drums shall not be disposed of unless they are empty and perforated sufficiently to ensure that no liquid or hazard- ous waste is contained therein. (11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS (a) A site shall only accept those solid wastes which it is permitted to receive. (b) No hazardous, liquid, or infectious waste shall be accepted or disposed of in a sanitary landfill except as may be approved by the division. (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste, and other animal waste delivered to the disposal site shall be covered immediately. — (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as amended through January 1,1985, may be disposed of separate and apart from other solid wastes at the bottom of the working face or in an area not contiguous with other disposal areas, in either case, in virgin soil. Separate areas shall be clearly marked so that asbestos is not exposed by future land -disturbing activi- ties. The waste shall be covered immediately with soil in a manner that will not cause airborne conditions. Copies of 40 CFR 61 may be obtained and inspected at the Solid and Hazard- ous Waste Management Branch, Division of Health Services, P. O. Box 2091, Raleigh, NC, 27602. (12) MISCELLANEOUS REQUIREMENTS (a) Effective vector control measures shall be applied to control flies, rodents, and other insects or vermin when necessary. (b) Appropriate methods such as fencing and diking shall be pro- vided within the area to confine solid waste subject to be blown by the wind. At the conclusion of each day of operation, all windblown material resulting from the operation shall be col- lected and returned to the area by the owner or operator. Solid and Hazardous Waste Management Branch DHS 1709 (Revised 4/85) Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer) N.C. DEPARTMENT OF HUMAN RESOURC_ WEATHER CONDITIONS DIVISION OF HEALTH SERVICES INSPECTION FOR SANITARY LANDFILLS PERMIT NUMOR, NAME OF SITE COUNTY LOCATION - SIGNATURE OF PERSON(S) RECEIVING REPORT SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW WITH A CROSS (X). (I) PLAN —AND -PERMIT -REQUIREMENTS — -- (a) Construction plans shall be approved and followed. — (b) Specified monitoring and reporting requirements shall be met (2) SPREADING AND COMPACTING REQUIREMENTS (a) Solid waste shall be restricted into the smallest area feasible. (b) Solid waste shall be compacted as densely as practical into cells (3) COVER REQUIREMENTS — (a) Solid waste shall be covered after each day of operation, with a compacted, layer of at least six inches of suitable cover or as specified h, he division. (b) Areas which will not have additional wastes placed on them for 12 months or more shall be covered with a minimum of one foot of intermediate cover. —(c) After final termination of disposal operations at the site or a major part thereof or upon revocation of a permit, the area shall be covered with at least two feet of suitable compacted earth. (4) EROSION CONTROL REQUIREMENTS — (a) Adequate erosion control measures shall be practiced to pre- vent silt from leaving the site. — (b) Adequate erosion control measures shall be practiced to pre- vent excessive on -site erosion. (5) DRAINAGE CONTROL REQUIREMENTS (a) Surface water shall be diverted from the operational area. (b) Surface water shall not be impounded over or in waste. (c) Completed areas shall be adequately sloped to allow surface water runoff in a controlled manner. (6) VEGETATION REQUIREMENTS (a) Within six months after final termination of disposal operations at the site on a major part thereof or upon revocation of a permit, the area shall be stabilized with native grasses. (b) Temporary seeding will be utilized as necessary to stabilize the site. (7) WATER PROTECTION REQUIREMENTS (a) The separation distance of four (4) feet between waste and water table shall be maintained unless otherwise specified by the division in the permit. (b) Solid waste shall not be disposed of in water. (c) Leachate shall be contained on site or properly treated prior to discharge. An NPDES permit may be required prior to the dis- charge of leachate to surface waters. (8) ACCESS AND SECURITY REQUIREMENTS (a) The site shall be adequately secured by means of gates, chains, berms, fences, and other security measures approved by the division, to prevent unauthorized entry. (b) An attendant shall be on duty at the site at all times while it is open for public use to ensure compliance with operational requirements. — (c) The access road to the site shall be of all-weather construction and maintained in good condition. — (d) Dust control measures shall be implemented where necessary. REMARKS: DATE: NAME: (9) SIGN REQUIREMENTS _ — (a) Signs providing information on dumping procedures, the hours during which the site is open for public use, the permit number and other pertinent information shall be posted at the site entrance. (b) Signs shall be posted stating that no hazardous or liquid waste can be received without written permission from the division. — (c) Traffic signs or markers shall be provided as necessary to pro- mote an orderly traffic pattern to and from the discharge area and to maintain efficient operating conditions. (10) SAFETY REQUIREMENTS (a) Open burning of solid waste is prohibited. (b) Equipment shall be provided to control accidental fires or arrangements shall be made with the local fire protection agency to immediately provide fire -fighting services when needed. —(c) Fires that occur at a sanitary landfill shall be reported to the division within 24 hours and a written notification shall be submitted within 15 days. — (d) The removal of solid waste from a sanitary landfill is prohibited unless the owner/operator approves and the removal is not performed on the working face. (e) Barrels and drums shall not be disposed of unless they are empty and perforated sufficiently to ensure that no liquid or hazard- ous waste is contained therein. (11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS — (a) A site shall only accept those solid wastes which it is permitted to receive. — (b) No hazardous, liquid, or infectious waste shall be accepted or disposed of in a sanitary landfill except as may be approved by the division. — (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste, and other animal waste delivered to the disposal site shall be covered immediately. — (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as amended through January 1,1985, may be disposed of separate and apart from other solid wastes at the bottom of the working face or in an area not contiguous with other disposal areas, in either case, in virgin soil. Separate areas shall be clearly marked so that asbestos is not exposed by future land -disturbing activi- ties. The waste shall be covered immediately with soil in a manner that will not cause airborne conditions. Copies of 40 CFR 61 may be obtained and inspected at the Solid and Hazard- ous Waste Management Branch, Division of Health Services, P. O. Box 2091, Raleigh, NC, 27602. (12) MISCELLANEOUS REQUIREMENTS — (a) Effective vector control measures shall be applied to control flies, rodents, and other insects or vermin when necessary. (b) Appropriate methods such as fencing and diking shall be pro- vided within the area to confine solid waste subject to be blown by the wind. At the conclusion of each day of operation, all windblown material resulting from the operation shall be col- lected and returned to the area by the owner or operator. Solid and Hazardous Waste Management Branch DHS 1709 (Revised 4/85) Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer) State of North Carolina Department of Environment, Health, and Natural Resources Western Regional Office James G. Martin, Governor Wiliam W. Cobey, jr., Secretary October 9, TO: Julian Foscue Solid Waste Supervisor FROM: Jim Patterson Waste Management Specialist Ann B. Orr 1990 Regional Manager RE: Notice of Violation Compliance Inspection Conducted at Cherokee County Landfill, Permit #20-01, on September 25, 1990 I conducted a Notice of Violation compliance inspection at the Cherokee County landfill, permit #20-01, located in Cherokee County on state road 1515 near Marble, North Carolina on September 25, 1990. All violations noted on the April 12, 1990, Notice of Violation letter to Cherokee County, except development of a landfill gas monitoring plan, have been addressed/corrected. The landfill gas monitoring plan is due October 14, 1990. The methane gas migration control system is operational and working effectively. The flare is being fueled exclusively be methane being generated at the landfill. JP/mg cc: Gary Ahlberg Wayne Sullivan Robert Allen Moore Wings -Third Fioor, Black Mountain Center Old U.S. Highway 70, West, Black Mountain, North Carolina 28711 • State Courier 08-84-06 • Telephone 704/669-3349 An Equal Opportunity Affirmative Action Employer 5TAif State of North Carolina Department of Environment, Health, and Natural Resources Division of Solid Waste Management P.O. Box 27687 - Raleigh, North Carolina 27611-7687 James G. Martin, Governor William W. Cobey, Jr., Secretary November 5, 1990 Mr. David P. Williams Town of Andrews Town Hall Andrews, NC 28901 William L. Meyer Director Subject: One Time Disposal of Approximately 15 Tons of Wastewater Treatment Sludge at the Cherokee County Landfill (Permit #20-01) Dear Mr. Williams: The Solid Waste Management Division has received a request for characterization of the subject waste. Based upon the submitted information, the waste is non -hazardous. The Solid Waste Management Division has no objection to the sanitary landfill disposal of the waste if in accordance with the conditions listed below. This approval is being issued as a replacement to the 9/28/90 approval letter for disposal of this waste at the Clay County Landfill. The Clay County site does not have sufficient finished area to accept all of the sludge. The conditions of disposal are: 1. The owner/operator of the landfill approves the disposal. 2. The waste contains no -free liquids. 3. The sludge is used as a soil conditioner and incorporated within the final two feet of earthen cover at agricultural rates. 4. Approval for sanitary landfill disposal is explicitly limited to a "one-time" basis. Further approval by this office will require submittal of a new Waste Determination form, and (if applicable), new analytical data. The landfill may place limits on the amount of sludge received based upon available capacity and weather conditions. An Equal Opportunity Affirmative Action Employer Mr. David P. Williams November 5, 1990 Page 2 Failure to meet these conditions may result in revocation of this approval and subsequently, an administrative penalty. If you have further questions concerning this matter, please contact this office at (919) 733-0692. Sincerely,. V v ' ' e I'a"r C_ William R. Hocutt Waste Determination Coordinator Solid Waste Section cc: Jim Patterson Julian Foscue Robert Allen STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES SOLID WASTE MANAGEMENT DIVISION' SOLID WASTE SECTION PROCEDURE AND CRITERIA FOR WASTE DETERMINATION f- sic&j J i This procedure will be used by the Solid Waste Management., Division to determine whether a waste is (1) hazardous as defined by 10 NCAC 10F, and (2) suitable for disposal at a solid waste --- management facility. The types of wastes that will be evaluated by this procedure are primarily, but not exclusively,. industrial and commercial wastes and sludges, and Publicly Owned Treatment Works Sludges. The Solid Waste Management Division reserves the right to request additional information or waive some of the requirements based on the type of waste if it deems necessary. The Division may also require sane wastes to be treated or altered to render the wastes environmentally immobile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills must be non -liquid which can be properly managed in accordance with the "Solid Waste Management Rules". APPROVAL TO DISPOSE OF THE WASTE SHALL ALSO BE OBTAINED FROM THE OWNER OR OPERATOR OF THE LANDFILL PRIOR TO DISPOSAL. The following information is required for an evaluation. Incomplete waste determination forms will be returned to the generator without review. An asterisk(*) denotes information required for Publicly Owned Treatment Works. A * GFfER.AL INFORMATION 1. Name, telephone number and mailing address of facility or person generating waste--\Dwp O.�ov_d,t"t 2. 3. Specific location of waste (i.e. SR. #, county, city, etc...) e c �M c . N d•a�..a...x, . C��ctc��� cam„ , N .�. What is the waste? -\)o i�,-% 4. What volume of disposal will there _ rtQN 5. What frequency of disposal will there be? 0(vci_- 6. Explain either the manufacturing process or how the waste was generated. CZ,1_0tg_-Q! LL Q_�ic -0;L,A,4An... bA Q��t.(i. �21� B INFORMATION FOR HAZARDOUS �RCRA DETERMINATION (10 NCAC 1OF .0029) 1. Is the waste listed under .0029(e) (i.e., 40 CFR 261.31 - 261.33) ? If yes, list number. c_ 19 - p,, t c, r _s 1 *2. Does the waste exhibit any of the four characteristics as defined by .0029(d) (i.e., 40 CFR 261.21-261.24)? (Attach laboratory results for EP Toxicity, Reactivity, Ignitability, Corrosivity. ) �--O=CU rS vL ,t INFORMATION FOR LANDFILLING DETERMINATION Note: The following are established maximum leachable (EP Tax) contamination levels Sanitary Landfills. and p11 Chemical for North Carolina Permitted analyses should be made at Minimum Detection Limits permitting assessment below the maximum levels.(The pH range shown is for individual data points. The average values accepted are normally 4.0-10.0). ME'I'AI'S PESTICIDES/HERBICIDES: ARSENIC (ppm) 0.50 LINDANE (ppn)� 0.040 BARIUM ppm) 10.00 ENDRIN (ppm) 0.002 CADMIUM ( ppm ) 0.10 MET1i0XYC1i m ( ppm ) 1.000 CHROMIUM (ppm) 0.50 TOXAPHENE (ppm) 0.050 LEAD (ppm) 0.50 2,4-D (ppm) 1.000 MERCURY (ppm) 0.02 SILVER (ppm) 0.100 SELENIUM (ppm) 0.10 SILVER (ppm) 0.50 pH (2:1 vol/wt.) >2.0-<12.5 1. Does the waste contain any hazardous waste constituents listed in .0029(e), Appendix VIII (i.e., 40 CFR 261, Appendix VIII)7 If Yes, what constituents and what concentration? (Attach laboratory results)_N6 2. What other constituents are present and in what concentration? (Attach laboratory results) 3. Will the handling and disposal of this waste create dust emissions which may cause a health hazard or nuisance to landfill personnel. ryo *4. Does the waste pass the "paint filter" test for free liquids (Method 9095 in S.W. 846)? (Attach laboratory results) "es *5. Which solid waste management facility is the request for (name of landfill and permit number, incinerator, etc...)7 G 0.� CnV001" . N _r *6. Spec!y how he waste will be delivered - in bulk or containers (i.e. barrels, bags, etc.) A I "I hereby certify that the information submitted in regard to S�udLt (naive of waste) is true and correct to the best of my knowledge and belief." (print name )D ti✓ ( signature )-,�� ( title)---► vwu A�i .m slfl (date) l4 D All questions concerning this "Procedure" should be directed to the Solid Waste Section at (919) 733-0692. Answer specific questions in space provided. Attach additional sheets if necessary. Complete all information, sign, and submit to: Solid Waste Management Division Solid Waste Section P.O. Box 27687 Raleigh, N.C. 27611-7687 Attn: Waste Determination DEHNR Form 3151 SWS REV. 9/7/89 Noty, WEATHER CONDITIONS .C. DEPARTMENT OF HUMAN RESOURC. DIVISION OF HEALTH SERVICES INSPECTION FOR SANITARY LANDFILLS c�; n d y \ PERMIT NUMB] NAME OF SITE COUNTY D U LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW WITH A CROSS (X). - (l-)-P-L-AN-A-ND-PERMIT-REQUIREM€NT-S-- - - (a) Construction plans shall be approved and followed. (b) Specified monitoring and reporting requirements shall be met. (2) SPREADING AND COMPACTING REQUIREMENTS (a) Solid waste shall be restricted into the smallest area feasible. (b) Solid waste shall be compacted as densely as practical into cells. (3) COVER REQUIREMENTS (a) Solid waste shall be covered after each day of operation, with a compacted layer of at least six inches of suitable cover or as specified by the division. (b) Areas which will not have additional wastes placed on them for 12 monthsor more shall be covered with a minimum of one foot of intermediate cover. (c) After final termination of disposal operations at the site or a major partthereof or upon revocation of a permit, the area shall be covered with at least two feet of suitable compacted earth. (4) EROSION CONTROL REQUIREMENTS (a) Adequate erosion control measures shall be practiced to pre- vent silt from leaving the site. (b) Adequate erosion control measures shall be practiced to pre- vent excessive on -site erosion. (5) DRAINAGE CONTROL REQUIREMENTS (a) Surface water shall be diverted from the operational area. —_ (b) Surface water shall not be impounded over or in waste. (c) Completed areas shall be adequately sloped to allow surface water runoff in a controlled manner. (6) VEGETATION REQUIREMENTS (a) Within six months after final termination of disposal operations at the site on a major part thereof or upon revocation of a permit, the area shall be stabilized with native grasses. (b) Temporary seeding will be utilized as necessary to stabilize the site. (7) WATER PROTECTION REQUIREMENTS (a) The separation distance of four (4) feet between waste and water table shall be maintained unless otherwise specified by the division in the permit. (b) Solid waste shall not be disposed of in water. (c) Leachate shall be contained on site or properly treated prior to discharge. An NPDES permit may be required prior to the dis- charge of leachate to surface waters. (8) ACCESS AND SECURITY REQUIREMENTS (a) The site shall be adequately secured by means of gates, chains, berms, fences, and other security measures approved by the division, to prevent unauthorized entry. (b) An attendant shall be on duty at the site at all times while it is open for public use to ensure compliance with operational requirements. (c) The access road to the site shall be of all-weather construction and maintained in good condition. — (d) Dust control measures shall be implemented where necessary. 11 R rhA AR ICC• 7Y�-Y.f'A 7'JA-_J, %Jril/f1JUu/1�1Q " IJ-144 DATE: '3b (9) SIGN REQUIREMENTS- - -- --.--------- -- - (a) Signs providing information on dumping procedures, the hours during which the site is open for public use, the permit number and other pertinent information shall be posted at the site entrance. (b) Signs shall be posted stating that no hazardous or liquid waste can be received without written permission from the division. — (c) Traffic signs or markers shall be provided as necessary to pro- mote an orderly traffic pattern to and from the discharge area and to maintain efficient operating conditions. (10) SAFETY REQUIREMENTS (a) Open burning of solid waste is prohibited. —(b) Equipment shall be provided to control accidental fires or arrangements shall be made with the local fire protection agency to immediately provide fire -fighting services when needed. —(c) Fires that occur at a sanitary landfill shall be reported to the division within 24 hours and a written notification shall be submitted within 15 days. — (d) The removal of solid waste from a sanitary landfill is prohibited unless the owner/operator approves and the removal is not performed on the working face. (e) Barrels and drums shall not be disposed of unless they are empty and perforated sufficiently to ensure that no liquid or hazard- ous waste is contained therein. (11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS (a) A site shall only accept those solid wastes which it is permitted to receive. — (b) No hazardous, liquid, or infectious waste shall be accepted or disposed of in a sanitary landfill except as may be approved by the division. — (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste, and other animal waste delivered to the disposal site shall be covered immediately. (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as amended through January 1,1985, may be disposed of separate and apart from other solid wastes at the bottom of the working face or in an area not contiguous with other disposal areas, in either case, in virgin soil. Separate areas shall be clearly marked so that asbestos is not exposed by future land -disturbing activi- ties. The waste shall be covered immediately with soil in a manner that will not cause airborne conditions. Copies of 40 CFR 61 may be obtained and inspected at the Solid and Hazard- ous Waste Management Branch, Division of Health Services, P. O. Box 2091, Raleigh, NC, 27602. (12) MISCELLANEOUS REQUIREMENTS — (a) Effective vector control measures shall be applied to control flies, rodents, and other insects or vermin when necessary. — (b) Appropriate methods such as fencing and diking shall be pro- vided within the area to confine solid waste subject to be blown by the wind. At the conclusion of each day of operation, all windblown material resulting from the operation shall be col- lected and returned to the area by the owner or operator. Solid and Hez_ r'dous Waste Management Branch DHS 1709 (Revised 4/85) Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer) CALCULATION Y0154 A141 I// PROJECT 27�' / PROJ. NO CLIENT SUBJECT 4/4 dl0e�l� �'V' DATE DES. BY CHK. BY REMARKS 4 01; 1�6 —T d;! 6)ego zw/v/ �J all 0 W 0q0 AS, ®r, - 4 -Sol IZ4 L A.4 -37 e -T- fe Cal Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 PROJECT /!{i - GOu/✓�� CLIENT / SUBJECT / CALCULATION 50 l/L� st� vi/ PROJ. NO. DATE C��� yr<rtr� DES. BY C H K. BY Municipal Engineering Services Company, PA. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 CALCULATION PROJECT-1 PROJ. NO. CLIENT DATE /a/// SUBJECT DES. BY CHK. BY REMARKS 7-111l 0 7 1,,C Z.5q 090 74 Zi 51od, ou '75 01 7W Vx! '7t L 000. bo All - A -5� 00 7&( Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 / CALCULATION PROJECT �u� u�ds ,A"'j`'n'd`' QROJ. NO. B CLIENT / DATE SUBJECT Z4111DES. BY - — CHIC. BY Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 CALCULATION PR0J1ECT--7';;-�"- /4/4� PROJ. NO. CLIENT DATE SUBJECT DES. BY CHK. BY /Z -S REMARKS Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 CALCULATION PROJECT ' �"~' y Wh �ux'Ty PROJ. NO. CLIENT / DATE SUBJECT L �dy°°`��� `�"rDES. BY CHK. BY Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 CALCULATION PROJECT PROJ. NO. CLIENT DATE SUBJECT DES, BY10�5 CHK. BY REMARKS 601 - /91 I X' ly 215e" 00v A"Tll 00" 0 01) g/T -oil 1 1 1 '6,LkA 6 V1 /770� = _'z / C5 /I V. P I 6V"t!, I Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 CALCULATION PROJECT PROJ. NO CLIENT DATE SUBJECT DES. BY CHK. BY REMARKS Oz T 7T :�/l b1l 0- '17 V '14 V 4-4 4- A C Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 J CALCULATION PROJECT 2 /- 4LAIVI y/lX�e 47u 4A'/�PROJ. NO. CLIENT // DATE SUBJECT -�Af(of' �cSt w/ �'��iaf��/ l"DES. BY C H K. BY Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 CALCULATION PROJECT ' �"`' L "ll� �` A"lo'e"l� PROJ. NO. CLIENT DATE — SUBJECTOz �lO^� DES. BY — ZA CHK. BY _ D. -�I i /,e s a�dira,� 5Ia�i 5L� 1 / Sv I 1 � I I � � (y !� . (oil ��� ✓� � I ' j _I i Ous/G't/✓ / •r�iS�rK _ i 6 SGss�r !vC f/", ew vv IZ11 I i 1' 1150'= -f4+ 1 v /C REMARKS Municipal Engineering Services Company, P.A. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 ,� - CALCULATION PROJECT Wa e '/ ;//,Ow PROJ. NO. CLIENT DATE __ SUBJECT �'�"����� DES. BY — CHK. BY _ Z. 01 LA �A 15 4/A4-4s�<b�4 1 �/�!4 lZ REMARKS Municipal Engineering Services Company, RA. P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 P.O. Box 349, Boone, North Carolina 28607 (704)262-1767 't.0 �tt tAn State of North Carolina Department of Environment, Health, and Natural Resources Division of Solid Waste Management P.O. lox 27687 - Raleigh, North Carolina 27611-7687 James—Cr Martin,, Governor William W. Cobey, Jr., Secretary July 3, 1990 Mr. Virgel O'Dell, Chairman Cherokee County Commissioners Courthouse Murphy, NC 28906 William L. Meyer Director RE: Cherokee County Landfill Vertical Expansion - Amendment to Permit No. 20-01 Dear Mr. O'Dell: The enclosed Amendment to Permit for the referenced facility is approved in accordance with G.S. 130A-294, subject to the revised Conditions of Permit. The Conditions of Permit supersede any conditions issued heretofore. As described in General Condition No. 1, this permit is not effective unless it has been properly recorded. The General Conditions also describe provisions for sale of property, permitted disposal, and expiration of permit. Please note the Conditions for Construction and Operations, which requires management of borrow soils, describes proper operation and development, and references further requirements. Monitoring requirements include annual sampling for groundwater wells and surface water locations, and explosive gas monitoring. Monitoring for explosive gas at the property line and maintaining compliance parameters through operation of the LFG Migration Control System will require a significant amount of work and experimentation. An approved LFG Monitoring Plan, as described in Attachment 1, shall be established as outlined in the 4-12-90 Notice of Violation. This permit provides a planning period which Cherokee County must use to develop a comprehensive solid waste management plan that meets the requirements of the revised Mr. Virgel O'Dell July 3, 1990 Page 2 N.C. Solid Waste Management Act (10-01-90), and will meet the forthcoming Federal regulations. If there are any questions, please call me at (919) 733-0692. Sincerely, Gary nT Ahlberg Environmental Engineer Solid Waste Section GWA/mj cc: Julian Foscue Jim Patterson Municipal Engineering AMENDMENT TO PERMIT NO. 20-01 DATE ISSUED 06-22-90 TATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES DIVISION OF SOLID WASTE MANAGEMENT P.O. Box 27687 Raleigh, NC 27611 SOLID WASTE PERMIT Cherokee County is hereby issued a permit to operate a SANITARY LANDFILL located at SR 1515 between Murphy and Andrews, North Carolina in accordance with Article 9, Chapter 130A, of the General Statutes of North Carolina and all rules promulgated thereunder and subject to the conditions set forth in this permit. The facility is located and described by the legal description of the site on the attached sheet. William L. Meyer, Dire for Solid Waste Management Division bargained, sold and conveyed, and by these presents do give, grant, bargain, sell, convey and confirm unto the Grantee, its successors and assigns, the following particularly described real estate, located in Cherokee County, North Carolina, to -wit: A tract of land in Valleytuwn 'Township, District N7 and part of State Survey U4 about one mile up the Valley River from the intersection of State Road #1519 and 111'515 and more particularly described as follows: BEGIMN1NC_ at a spike in the center of State Road _1I151S, _ said spike beirtl; N 88-48 1.1 14.7 f.cot froth a nail i.n the center of said State Road over the center of culvert of Burnt Branch, which marks the lortheast corner of the Tract sold to Bob Heaton by Maurice West on July 24, 1970 and recorded in the Office of the Register of Deeds for Cherokee County, North Carolina on July 24, in deed book 293, at page 8, and rusts (:hcncc N 5-45 W, with a severance line, 382.2 feet to a point 'and runs thence N 26-34 IV with a severance line, 1116.9 .feet and runs thence N 10-27 IV with a severance lisle, 137.4 feet and runs thence N 14-06 E with a severance, 286.3 feet and runs thence N 4-40 E with a severance lino of the West property 148.1 feet to a point, said point hol.ng 3 feet South of an 8 inch double Persimmon and iron woo �4 tree on the left bank of the Valley River and runs thence N 45-00 IV 50 feet to a point in the center of said river mud runs thence the following courses up the center of the river, N 70-21 ): 245.6 feet, N 79-19 L• 365.7 :feet, N 17-42 l 334.5 feet, N 611-58 E 93.8 feet, S 79-57 E 132.6 feet, S 1a9-48 Ji 1,17.8 feet, S 76-20 );... 284.1 feet and S 65-50 E 136.7 feet to a point in the center of Valley River, Wallace f '1'lio was {Vest's Northeast corner s and runthence with the said (Vest line and Parker property S 1-06 E, passing a 4 inch by I inch marble post on top of the raver bank at 55 feet, to(:a.i distance 951.4 feet to a 4 inch by 4 inch marble post :J.n a small draw and running thence S 0-22 E, continuing with the Bast line of West property, 355.6 feet to a spike in the center of State Road to 41515, said spike is N 0-22 IV 29.5 feet from a State Highway right of way monument and runs thence Westward with the center of State Road u. 1515 the following courses: N 82-1.9 IV 190.7 feet, N 86-55 IV, 91.3 feet, S 82-20 IV 97.8 feet, S 73-28 W 107.11 feet, S 68-46 196.E feet, S 77-22 IV 159.2 feet, S 84-10 IV 120.4 feet, 14 117-48 W 155.7 feet, N 86-OS IV 142.9 feet and S 89-12 IV 122.5 feet to a spike in center of State Road No. 1515 the point of JIUMNING, containing 44.58 acres, more or less. EASEMENT: Also an easement and right of way over, through and across a portion of the lands described in the deed dated April 20, 1971 from Morris West, and wife, Elizabeth (Vest to Wallace A. West, and 'Thomas Roger West, recorded in the Office of the Register of Deeds for Cherokee County, North Carolina in Deed Book 300, at page 116, which suld casement and right of way is hereby conveyed for the use and benefit of the above described land and :is to run t lt:lt and be appurtenant to said above described land, and is lescribed as follows: A 60 foot wide easement and right of way lying and being 30 feet Oil either side of the following described centerline of: the easement, to wit: BEGINNING on a point in State Road N1515 N 87-30.114 feet from the beginning corner of the land described above and runs thence N 5U E with the center of the existing access.135 feet more or less to the above described land. The above described land, eiisement and right of way was surveyed by L. It. (larding, on April 2, 1972 and saidL. R. (larding, Civil Engineer and Surveyor, prepared a plat of said land and casement £roil{ said survey and refereuce'is hereby made to said plat for further description of said land and right of way. Being the same lands described in deed dated August 14, 1972 from Wallace A. ]Vest, and wife, Terry S. West, 'Thomas Rogers blest, and wife, Connie (1. (Vest to '1.11e Town of Murphy in Cherokee County, North Carol.inia, recorded in the Office of the Register of Deeds of. Cherokee County, North Carolina in Book 313, page 88 reference to which is Hereby made. TO RAVE AND TO HOLD the above described land and premises, with all the appurtenances therelunto belonging, or in any wise appertaining, unto the Grantee, Its successors and assigns forever. IN TESTIMONY WHEREOF, the ']'own of Nlurphy in Cherokee County, acting through its Mayor I)ursuant to resolution heretofore adopted, has hereunto set its hand and seal tlae day and year first above written. THE T01VN OF MURPHY IN CHEROKEE COUNTY BY -Fl Iyor o.:9tlie 1'owr o urp iy to Cherokee1:ounty STATE Or NORTH CAROLINA COUNTY OF CHEROKEE I, Ginger R. Anderson , a Notary Public of said State and County, do hereby certl.fy that CLOT MOORE, Mayor of The Town of Murphy in Cherokee County, personally appeared before me this day and acknowledged the clue execution of the foregoing instrument. WITNESS my hand and Notarial Seal, this 1st day of May , 1973. Utary-I Ubffi My Commission Expires: 6-8-77 AMENDMENT TO PERMIT NO. 20-01 DATE ISSUED 06-22-90 AMEN DMENT TO S -O-L- I D WASTE PERMIT SANITARY LANDFILL CONDITIONS OF PERMIT: GENERAL 1. This permit shall not be effective unless the certified copy is filed in the Register of Deeds Office, in the grantor index under the name of the owner of the land in the county or counties in which the land is located. After recordation, the certified copy shall be returned to the Solid Waste Section and shall have indicated on it the page and book number, date of recordation, and Registrar's seal. 2. When this property is sold, leased, conveyed or transferred, the deed or other instrument of transfer shall contain in the description section in no small type than that used in the body of the deed or instrument a statement that the property has been used as a sanitary landfill. 3. This solid waste disposal site is permitted to receive solid waste generated within the territorial boundaries of Cherokee County, and as defined in 10 NCAC 10G, .0101(36), except that hazardous waste and liquid waste are prohibited from disposal at this site. 4. This permit is issued for a period not to exceed five years from the date of issuance. Upcoming amendments to the N.C. Solid Waste Management rules, in accordance with EPA Subtitle D revisions, may necessitate the modification of the construction and operational plans prior to said review period. CONSTRUCTION AND OPERATION 1. This permit is for construction according to the attached plans with the following conditions: a. The least permeable soil, as identified in the laboratory testing report shall be stockpiled and utilized for final cover. b. Construction and operation shall be completed in accordance with the revisions noted on the drawings. Conditions of Permit #20-01 Page 2 Additional conditions and revisions of the approved plans shall be approved by the North Carolina Solid Waste Management Division. _2_. All-s-edimentation/erosion control activities- w l-1 b_e_c.onducted__ in accordance with the Sedimentation Control Act (15 NCAC 4). 3. This facility shall conform to the operating procedures in Rule .0505 of the Solid Waste Management Rules, and the conditions specified herein. 4. According to the specifications and operating conditions for the LFG Flare and pit burner, adequate separation distances shall be determined by the Section and maintained. 5. A closure and post -closure plan must be submitted for approval at least 90 days prior to closure or partial closure. The plan must include all steps and measures necessary to close and maintain the facility in accordance with all rules in effect at that time. The final cover will be evaluated based upon performance and upgraded if necessary. MONITORING REQUIREMENTS 1. Four (4) ground water monitoring wells shall be located as shown on the construction plans. 2. Cherokee County shall sample monitoring wells and surface waters (two locations on plan) annually as per the N.C. Water Quality Monitoring Guidance Document. 3. A readily accessible, unobstructed path shall be initially cleared and maintained so that four-wheel drive vehicles may access the monitoring wells at all times. 4. Ground water quality at this facility is subject to the classification and remedial action provisions referenced in Rule .0503(2)(d) of 10 NCAC 10G. 5. Cherokee County shall monitor for explosive gases at the property line as described in an approved plan, prepared in accordance with Attachment 1: 09-14-89 letter, Phase II - Remedial Action. y91/ SV I LF� /�//CvR9rlOA/ CIA,7WVL SySjLr�1 I i Py.9s� - ��`MED/�{L �CT/ON State of North Carolina Department of Environment, Health, and Natural Resources Division of Solid Waste Management P.O. Box 27687 - Raleigl►, North Carolina 27611-7687 James G:- Martin, --Governor - William W. Cobey, Jr., Secretary September 14, 1989 Mr. William Green, County Manager County of Cherokee Cherokee County Courthouse Murphy, N.C. 27906 - William--U..- Meyer Director RE: Compliance Order without Administrative Penalty issued January 9, 1989 - Cherokee County Landfill Permit #20-01. Dear Mr. Green: The referenced Compliance Order requires implementation of a two-phase program to correct a violation of 10 NCAC 10G .0503 (2)(a)(ii). Cherokee County has satisfied Phase I of the program. The Solid Waste Section received preliminary plans on June 20, 1989, submitted by Municipal Engineering in behalf of Cherokee County. This submittal marks the completion of Phase I - Monitoring and Assessment. Phase II - Remedial Action requires the implementation of a remediation plan which satisfies 10 NCAC 10G .0503 (2)(a)(ii). Originally, the Section had planned to include Phase II in the proposed Amendment. to Permit application, but, due to delays in completing the application, the Section has elected to address the migration issue separately. The "area of concern" has been adequately addressed in the proposed construction plan drawings. Phase II - Remedial Action Landfill Gas (LFG) will continue to be generated for a number of years. The duration of methanagenesis is largely dependent on landfill composition and its environment. Thus, the nature of the problem establishes two goals: (1) initially, installing and operating a migration control system to achieve the required compliance parameters; and (2) developing a "LFG Monitoring Plan" to maintain and monitor for compliance. Mr. William Green September 14, 1989 Page 2 Remedial action must satisfy both goals. Construction of the migration control system should begin as soon as possible. The County (and consultant) is encouraged to interact with the Section throughout this process. Concurrently, the Remediation Plan must be completed, —submitted, —and approved by the Solid Waste—Sect-i-on-,—and_it_ must include the following minimal information. 1. .LFG Migration Control System Conceptually, the preliminary plans are adequate in addressing general design. Installation and operation of the system must consider the appropriate provisions, and complete plans shall include: A. A comprehensive project scope describing system design, anticipated volume for LFG extracted from the landfill, scheduling, etc... B. Expanded monitoring probe system C. Details on condensate management (1) Anticipated volumes and capacities (2) Collection devices (3) Documentation of approved disposal D. LFG Flare (1) DEM Air Quality Permit (2) Specifications (3) Operating provisions E. Construction provisions (1) Well Construction (a) Drilling logs shall be recorded and submitted to the Solid Waste Section, and should include total depth, level of liquids accumulated in the borehole, completion details, and any pertinent observations. (b) Drilling shall not disturb the base of the landfill. (c) Four feet of pure bentonite backfill shall be installed if the base of the landfill is encountered. (d) Drilling shall cease when liquids accumulate in the borehole. (e) Wells shall be capped upon completion. 'William Green September 14, 1989 Page 3 (2) Collection System (a) Trenching, installation of piping, and backfilling shall be completed in a timely manner (b) (c) -in-order to minimize nuisances. Specifications for vessels, piping, and processing equipment shall be included. Pipelines markers will be installed to _locate collection lines. F. Health and Safety Plan adequately (1) A plan identifying the potential hazards during construction and operation of the system shall be prepared. Accordingly, the plan shall describe safety measures (including levels of Personal Protective :Equipment, PPE) necessary for given situations. Consult the Federal Right -to -Know Act and OSHA for assistance. G. As -built drawings (3 sets) will be submitted upon completion of construction. 2. LFG Monitoring Plan At a minimum the plan must include the following: A. Name of the individual responsible for operation of the control system and implementation of the Monitoring Plan. B. After compliance is achieved, the minimum initial monitoring frequency shall be weekly for the first year. Subsequent scheduling will be dependent on performance. C. Records of monitoring information for the probes at the property line shall include: (1) % LEL, methane concentration, and probe pressure; (2) data, time, and weather conditions (24 hour period prior to) when the measurements were taken; and (3) the individual who performed/recorded the measurements. D. A methodology for correlating the operating parameters of the migration control system and the parameters at the monitoring probes. Testing procedures, equipment, and maintenance requirements should be described in this discussion. Mr. William Green September 14, 1989 Page 4 E. A procedure of notifying the Solid Waste Section when noncompliance parameters are observed. All information shall be provided orally within 24 hours from the time the owner/operator becomes aware of the circumstances. If —-r-eque-sted a —written -submission shall be provided within 7- --days of the event and will contain all pertinent information including: (1) period of noncompliance and the cause, (2) corrective actions taken or planned, and (3) if not corrected, the anticipated time it will continue. F. An annual report shall be submitted to the Solid Waste Section discussing system performance, compliance, and proposed modifications to the plan. System performance can be described using the methodology referenced in 02.D., including data on gas quality and corresponding rates of gas extraction. These discussions will substantiate any proposed plan modifications. The Solid Waste Section finds these -requirements practicable and necessary to effectively manage landfill gas migration at the Cherokee County Landfill. If you have any questions, please contact Gary Ahlberg at (919) 733-0692. Sincerel J. o on Layton, i f S lid Waste Sectio olid Waste Management Division JGL/mj cc: Julian Foscue Jim Patterson Nancy Scott Wayne Sullivan - Municipal Engineering a1� CONSULTANTS -N C 401 Glenwood Avenue R Raleigh, h g NC 27603 RAL EI GH 919/828oao, FAX 919/833-2784 ErdGlydf� RECEIVE � • 3t April 19, 1990 r 7 1901 j 2 ,r4 ! Municipal Engineering Services Company, P.A. Mr. Wayne Sullivan P.O. Box 97 Garner, N.C. 27529 Re: Permeability and Atterbery Limits Tests Cherokee County Landfill Project No. 90180.05 Dear Mr. Sullivan: Test results on the two samples of soil provided by Municipal Engineering Services Company from the Cherokee County Landfill are presented in the enclosed Table 1. Results for the tests for porosity will be transmitted to you next week. I trust this meets your need. Please let us know when we might be of additional assistance. Sincerely, GAI Consultants—NC,Inc. Wendell W. Parker, Ph.D., P.E. Engineering Manager WWP : ka Enclosure Pittsburgh, PA & Charleston, WV A Orlando, FL 0 rn rn ri rn H r-1 .rq a >1 ^ b 4 i 1 •ri o o r-1 U ri ri •ri N • b � U r cr) to rtl U N i-1 P., o +J U >1 �I � a •r+ a L, Lo � 4 A M 4 .� N u] N N M `I'� Cl 9 'CJ -0 1 0 U •rl to �1 4-3 o o {J :j (a U) +J •o x 0 0 dp 0 U) U m ri In r W O "� -P HI Ln N R1 a a 4 4 •� H U real o M a 4 `� �+ (a m a� al r-i 10 -P -P a -W rr) o �� + a ,d a� W •L1 41 U 4-3 a ul m 0 En r H +� 3 0 •rq 4J 4J U -H -H r-1 co m ul a Q >1 > (1) a) ul r-I >1 �4 —1 b (a >1 o ri r-A 4-) w U U •r1 r-I A >1 b4-J 0 •ri N ul �+ N Pa 10 ic Cherokee County Landfill Extension 3(a) The individual responsible for operation and maintenance of the Mr. William Green, County Manager County of Cherokee Cherokee County Courthouse Murphy, NC 28900 704 837-5527 3(b) Anticipated Lifetime of the Project. 31-Nay-�8 *********** * VOLUMES * *********** Incremental Cumulalive MAW STATION END -AREA VOLUME VOLUME ******* ************** ************** ************** **** CUT FILL CUT FILL CUT FILL l+00 1+50 .0 90.5 .0 83.8 .0 83.8 -83.� 2+00 .4 202.8 .3 271'6 .3 355.4 -355' � 3+00 .0 809.3 .7 1874.2 1.0 2229.6 -2228'E 4+00 .3 1620.8 .6 4500.1 1.6 6729.7 -6728. : 5+00 .0 2787.7 .6 8163.8 2.2 14893,5 -14891.--. 6+00 1.1 4317.3 2.1 13157.3 4.3 26050.8 -E8046.,�. 7+00 .4 71E2.1 2'9 21258.1 7.2 49309.0 -49301.E 8+00 .0 12171.3 .8 35802.6 8.0 80111.6 -8f103.E 9+00 .8 14939.1 1.5 50204'4 9'5 135316'0 -135306'z-. 10+00 1.7 14834.8 4.7 55136.7 14.2 190452'7 -190438't 11+00 .0 9847.6 3.2 45708.1 17.4 236160.8 -236143'z- 12+00 '0 ` 8339.8 .0 33680.5 17.4 259841.3 -269823'� 13+00 1.2 4406.8 2.2 23605.0 19.6 293446.3 -293426'7 14+00 .0 1815.2 2.3 11522.3 21.9 3,4968.6 -304946.7 15+00 1'9 117.5 3.6 3579.0 25.5 3v8547'6 -308b22'1 15+25 '0 .0 .9 54.4 26.3 308602'0 -308575.7 Daily trash intake 19,000 C X 5 #/C/DAY = 95,000 #/DAY 95,000 #/DAY _ 800 #/CY = 118.75 CY/DAY 118.75 CY/DAY X 6 DAY/WK X 52 WK/YR = 37,050 CY/YR Total Landfill Capacity = 308,600 CY 308,600 (2/3) = 205,733 CY available for trash fill with 102,867 CY of cover material required. Projected Landfill Life 205,733 CY _ 37,050 CY/YR = 5.55 YR Borrow Material Required = 308,600 (1/3) = 102,867 C`( yl ^ �^' -y1 END—; VLt�YE Uri_ �l'y(..a(.�. x. ?4•:h•.'!. _.•r'Ji'..f .;(..#.7^'.!'".: ::i•;Y T+.. _rw:T':R':T-r'.t :i ;'.!':a .:r. �..::.-x.-„�•. ".S•Kx.n.:^ rt.'�e _ I- 1 L_ �v _+t 7ta v-7t_1.S 04fi1�.� �; v37:.. 3 +C;ti 1393. 0 8 S 7 15('44. 1.ED 4 . 245. _3 12. Wit_; 3. 9 ­ 7. � _ 307E. 8 c :. 4 8ti; z4, �i't)t_1 (C; 0t; 454.3 22.3 1 aIJi33. 1 4S. t, I'J48:S. Borrow material available from offsite borrow area shown on plans = 18,533 C`( Required cover per year 37,050 0 /3)= 12,350 CY/YR 18,533 CY Estimated Life of Borrow Area = 12,350 CY/YR = 1.50 years The county must locate a new borrow site or expand the existing site within this 1 1/2 year period in order to maintain continuous service from the landfill. 3(c) The extension should be implemented by building a compacted toe dike of earth as needed for a particular work area (approximately 5' high and 60' long) and proceeding around the toe of the fill area until a lower lift is installed as shown on the final topographic drawing. As each work area is put into operation, all surface water from areas upgrade of the work area shall be diverted around the work area. 3 MI�J. Z� FIF�AL EAQ'fU GoVF.R(coMPK,T`G�� 1 �^- M`�1 4� / 1 ••' �'=I�sT1�.1Ca LAl.1t7FfLL SURFACE 1kh-riAL LIFT �CoMPo GfeD-r12A5N� Daily cover of 6" earth to be applied throughout life of project. The only means of compacting the trash is by utilizing a D-8 dozer for spreading and compacting and due to the insufficient compaction achieved by this method, it is recommended that trash be compacted in 12" layers not to exceed 24" layers. The best compaction would be realized by operating the dozer in such a manner as to press the trash upgrade against the existing ground surface, rather than operating parallel to the toe dike. The equipment available at the site consists of the following: 1 - 7 Yard Pan 1 - D-8 Dozer 1 - 955 Loader 2 - Dump Trucks There is one man (landfill operator) at the landfill, six days a week. Any landfill needs a compactor to fully utilize the available space, and it is recommended that the County purchase a reconditioned compactor to improve the operation of the landfill. Soil Type "B" CN = 70 SCE = 1.12 10 Yr. Rainfall = 6" 25 Yr. Rainfall = 6.5" Total denuded area at a given time should be one work (300 x 100) Plus one work area before seedling is established. Size of ENST basin and basin #1 2(300 x 100) /24/3 = 833.3 CF use 30 x.30 EX basin 4.22 + 1.99 = 6.21 AC Q25 = 27.5 CFS (1.12) = 30.8 CFS Use 12' spillway Hp = 1.0, Q = 31, Vc = 4.1, Sc = 3.0 Basin #1 2.53 + 1.05 + 5.85 = 9.43 AC Q25 = 42 CFS (1.12) = 47.04 CFS Use 20' spillway Hp = 1.0, Q = 51, Vc = 4.2, Sc = 2.9 Borrow Area 1/2 of borrow area should be denuded at a given time 1.67 /2 = 0.83 AC AVG Slope 2:1 = 50% :. SCF = 1.21 0.83 (43560) / 24/3 = 505 SF use 23 x 23 Q25 = 23 (1.21) (1.67) 2/3 = 13.37 CFS 5 Use 81_spillway Hp = 1, Q = 22, Vc = 4.1, Sc = 3.0 DD #1 AVG Slope = 125 - 95 = 10% T = 13 D =.6 Q = 15 280 41 171711 Tr 9.90 ser H C: Fp `i° s °a/f NERD h State of North Carolina Department of Environment, Health, and Natural Resources Western Regional Office James G. Martin, Governor William o r., Sea October 9, 1990 TO: Julian Foscue Solid Waste Supervisor FROM: Jim Patterson (7y Waste Management Specialist Ann B. Orr RE: Notice of Violation Compliance Inspection Conducted at Cherokee County Landfill, Permit #20-01, on September 25, 1990 I conducted a Notice of Violation compliance inspection at the Cherokee County landfill, permit #20-01, located in Cherokee County on state road 1515 near Marble, North Carolina on September 25, 1990. All violations noted on the April 12, 1990, Notice of Violation letter to Cherokee County, except development of a landfill gas monitoring plan, have been addressed/corrected. The landfill gas monitoring plan is due October 14, 1990. The methane gas migration control system is operational and working effectively. The flare is being fueled exclusively be methane being generated at the landfill. JP/mg cc: Gary Ahlberg Wayne Sullivan Robert Allen Moore Wings -Third Floor, Black Mountain Center Old U.S. Highway 70, West, Black Mountain, North Carolina 28711 • State Courier 08-84-06 • Telephone 704/669-3349 An Equal Opportunity Affirmative Action Employer State of North Carolina Department of Environment, Health, and Natural Resources Western Regional Office —James-G.-Martin, Governor William W. Cobey, Jr., Secretary Jane 27, 1990 Mr. Wayne Sullivan Municipal Engineering Services Company Post Office Box 97 Garner, North Carolina 27529 Dear Mr. Sullivan: II Thornton B. Haynes --Public-Health-Regional-Director Your request for an extension to the June 30, 1990 deadline for installation of a methane gas migration control system at the Cherokee County Landfill, Permit #20-01, is granted. A new compliance date of July 31, 1990 for having this system completed is hereby established. t JP/mg cc: Julian Foscue Gary Ahlberg Robert Allen file Sincerely, �l i i. JV ���ul'r✓ James E. Patterson Waste Management Specialist North Carolina Solid Waste Section Moore Wings -Third Floor, Black Mountain Center Old U.S. Highway 70, West, Black Mountain, North Carolina 28711 • State Courier 08-84-06 Telephone 704/669 3349 An Equal Opportunity Affirmative Action Employer OPERATION/CONSTRUCTION MANAGERS Municiml Services P.O. Box 97, Garner, North Carolina 27529 (919)772-5393 J-u ne19-, 1-9-9 0 Mr. James E. Patterson Waste Management Specialist Solid Waste Management Rt. i, Box iit3 Hayesville, NC 28904 /�YE CIVIL/SANITARY ENGINEERS ngineering E�� '144 wooCompany, P.A. Boone, North Carolina 28607 (704)262-1767 �.�i1819 nl_ Re: Methane Gas Migrations Control for Cherokee County Dear Mr. Patterson: I am writing to request an extension of one month which will be July 31st, for the gas control system for Cherokee County. The reason for the delay is that the pump flare, and condensate collection tanks have not been delivered, and we do not expect them to be delivered for two or three weeks. We do have the wells and header system built along with the blower building, flare pad and condensate structure. The electricity has been installed in the building so that when the equipment does arrive it will just be a matter of installation. We would appreciate any consideration that can be given this matter. If you have any questions, please do not hesitate to call. Sincerely, MUNICIPAL ENGINEERIN SERVICES CO., PA 1 D. Wayne Sullivan DWS: d j r cc: Gary Ahlberg ,,,d11l i an Foscue Robert Allen