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HomeMy WebLinkAbout5701_ROSCANS_1998NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WASTE MANAGEMENT NCDENR t .: September 8, 1998 JAMEB B. HUNTJR. ;.,GOVERNOR - "' Mr. Larry Lackey . �r Macon County Solid Waste Director 5 West Main Street WAYNE MCDEVITT Franklin, N.C. 28734 SECRETARY =h Re: Landfill Gas Assessment Proposal for the County's Closed Franklin and Highlands Sanitary Landfills (Permits # 57-01 and 57-02). WILLIAM L. MEYER -- DIRECTOR _ Dear Mr. Lackey, This correspondence is to acknowledge that the Section has received the McGill Associates August 24, 1998 letter written on behalf of Macon County. Please proceed with the proposed landfill gas assessment at the closed Highlands and Franklin Co. landfills. The initial results will be reviewed and a decision can then be made about future steps to insure that gas coming from the landfill does not pose a threat to public health or environment. Thank you for your cooperation. If you have any questions, please call me at 919-733-0692, extension 261. Sincerely, Mark Poindexter, Hydrogeologist Groundwater Compliance Unit ri y Solid Waste Section m3' c: Philip Prete ' - Julian Foscue vs Jim Patterson F Y�r ` central file C:\WPD0CS\C0UNTIES\MAC0N\57-01&#5.AST eA 401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 27605 PHONE 919-733-4996 FAX 919-715-3605 AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER McGill A S S O C I A T E S August 24, 1998 Mr. Mark Poindexter North Carolina Department of Environment and Natural Resources Solid Waste Section 401 Oberlin Road, Suite 150 Raleigh, North Carolina 27605 RE: Landfill Gas Assessment Proposal Old Highlands and Old Franklin Landfill Macon County, North Carolina Dear Mr. Poindexter, McGill Associates, on behalf of Macon County, is submitting this proposal for conducting landfill gas assessments for the Old Highlands Landfill and the Old Franklin Landfill. This letter is in response to your letter dated March 13, 1998 that requested a proposal for the landfill gas assessments. We intend to conduct gas surveys at each of the landfill sites before September 30, 1998. The surveys will consist of placing a series of holes around the perimeters of the landfill properties and measuring the methane levels present at each of the holes. The holes will be placed approximately 25 to 50 feet inside the property boundary in order to determine if landfill gas could be migrating from the property. The holes will be spaced approximately 250 feet apart and at essential monitoring points such as property corners. The groundwater monitoring wells will also be tested to determine if landfill gas is currently present within any of the wells. The monitoring holes will be placed by driving a 0.5" to 1.0" diameter metal probe approximately 3 feet into the ground and placing the methane detection device into the hole. The methane levels will be recorded and the hole immediately backfilled. If methane gas is found to be present at any of the original monitoring holes, additional holes will be placed between the original monitoring hole and the property line to determine if landfill gas is reaching the property line. We will also conduct a field survey of the landfill caps to locate areas where landfill gas may be venting. Venting areas will be located by smell and by locating areas of stressed vegetation. Monitoring holes will be placed in areas of the landfill cap that appear to be venting landfill gas in order to determine the concentration of the gas that is E n g i n e e r i n g • P l a n n i n g • F i n a n c e McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801 704-252-0575 • FAX 704-252-2518 venting from the landfill. Holes placed in the landfill cap will be immediately backfilled with a mixture of soil and bentonite clay. The gas surveys will allow us to determine if landfill gas is migrating from the landfill property or contributing to the contamination of the groundwater monitoring wells. The surveys will also allow us to locate potential locations for permanent monitoring points and/or gas vents. Mr. Poindexter, McGill Associates would like to complete this work as soon as possible. We hope this satisfies your request and would appreciate your review and comments at your earliest convenience. Please do not hesitate to call if you have any questions or need additional information. Sincerely, McGILL ASSOCIATES, P.A. MARK CATHEY, E.I.T. cc: Sam Greenwood Larry Lackey Bill Collins Jim Patterson orsillo\93141.00\mp24ag8 3 NCDENR JAMES B. HUNTJR. GOVERNOR WAYNE MCDEVITT SECRETARY WILLIAM L. MEYER - DIRECTOR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES May 28, 1998 Mr. Charles Button Macon County Solid Waste Director 5 West Main Street Franklin, N.C. 28734 DIVISION OF WASTE MANAGEMENT Re: Phase II Activities for the Closed Franklin and Highlands County Sanitary Landfills (Permits # 57-01 and 57-02). Dear Mr. Button, On behalf of Macon County (County), Ms. Leslie Crawford of Pisgah Environmental, in her May 13, 1998 letter, requested delaying Phase II activities at the closed Franklin and Highlands County sanitary landfills until the spring 1998 sampling event results could be evaluated. The Solid Waste Section (Section) is granting approval for this delay with the following stipulations: 1) After the evaluation, if the County wishes to modify the approved Phase II proposals, the County shall submit modifications and an implementation schedule within thirty days of receipt of the spring sampling data from the lab. The Section will review the proposed modifications for approval. 2) If modifications to the original Phase II proposals are not needed, implementation of the approved plan shall begin within thirty days of receipt of the spring sampling data from the lab. If you have any questions or comments, please call me at (919) 733-0692 (ext 261). Sincerely Mar Poindexter, Hydrogeologist Groundwater Compliance Unit, Solid Waste Section c: Mr. Bill Collins - Landfill Superintendent Phil Prete Julian Foscue Jim Patterson central file C:\WPDOCS\COUNTIES\MACON\57-01 &#4.AST 401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 27605 PHONE 919-733-4996 FAX 919-715-3605 AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10q POST -CONSUMER PAPER NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WASTE MANAGEMENT March 13, 1998 Mr. Charles Button Macon County Solid Waste Director 5 West Main Street Franklin, N.C. 28734 Re: Water Quality Assessment Plan Phase II Proposals for the Closed Franklin and Highlands County Sanitary Landfills (Permits # 57-01 and 57-02). Dear Mr. Button, This letter is in response to the water quality assessment plans, dated October 15, 1997, submitted on behalf of Macon County (County) by Pin -Point Environmental. The submitted plans address the Phase I assessment activities that have been performed at both the closed Franklin and Highlands landfills sites and proposals for the Phase II activities. The following comments and questions were generated during the review of the plans and the February 5, 1998, site visits. Most of the comments and questions that were generated from the plan reviews will reference a page number and section in the plans. Unlined Closed Macon Co. MSWLF - Town of Franklin Site 1) (page 3, Landfill Cap section) The County received a closure letter, dated July 24, 1996, from the Solid Waste Section (Section) which stated the site had met closure conditions. No exposed waste or areas without vegetation were observed during the February 5, 1998, site visit. However, future cap improvements, repair and maintenance shall be performed as needed to minimize precipitation infiltration. 2) (page 3, Landfill Cap section) Please submit a proposal on a landfill gas assessment within 90 days. 3) (Table 2) Monitoring wells MW-6B and MW-7B were not constructed according to the standards set forth in the N. C.A. C., Title I5A, Subchapter 2C, Section. 0108, E, Well Construction Standards and the North Carolina Water Quality Monitoring Guidance Document For Solid Waste Facilities. These requirements were also cited in the Section's December 5, 1995 letter to Pin -Point Environmental. Because the pH data (table 4) from these two monitoring wells suggests grout contamination has resulted from the present construction, please retrofit 401 OBERLIN ROAD, SUITE 150, RALEIGH, NC 27605 PHONE 919-733-4996 FAX 919-715-3605 AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER these wells with screens and filter packs during the next phase of well installations. All future monitoring wells shall be constructed according to the above references. 4) (page 12, Additional Monitoring Wells section) Very little is known about the lineaments, found on figures 2 and 3, and how they affect groundwater flow at the site. In an effort to acquire data to develop an understanding of these features the County's consultant, Pin -Point Environmental (Pin -Point), agreed during the site visit that an effort will be made during the installation of the proposed additional monitoring wells to intercept the mapped lineaments/geologic structures on the site. All available geologic data, such as dip angles of the mapped lineaments/geologic structures will be utilized so that the well locations and depths are chosen to intercept these possible flowpaths. It was also noted during the site visit that figure 2 indicates an east -west lineament located on the northern side of the site. This lineament is not found on figure 3. Pin -Point staff confirmed the accuracy of figure 3 during the site visit. Table 6 indicates two proposed wells nested with existing MW-5. Figure 3 indicates one proposed well nested with existing MW-5. It was confirmed -during the site visit that only one well would be nested with MW-5 at this time. The proposed monitoring wells, considering the above clarifications, are approved for installation. Please install these wells within 90 days. 5) (page 12, Additional Monitoring Wells section) Monitoring wells MW-1 and MW-2 should not be replaced at this time, primarily because contaminant levels (both those which have specific weights less and more than water) observed in the site monitoring data indicate dissolved phase concentrations, which can occur throughout the aquifer. The Section believes these two wells can still serve as viable monitoring points at this time. 6) During the site visit Pin -Point staff believed the location designated as "TBA" on figure 3 to be a surveying benchmark. 7) The Section noted that the private well number designation has changed between sampling episodes. This was discussed with Pin -Point staff during the site visit. Pin - Point staff stated that a permanent numbering scheme had now been developed to eliminate confusion in private well locations and data results in the future. Unlined Closed Macon Co. MSWLF - Town of Highlands Site 1) Due to the recent heavy rains small rills had developed on the slope of the fill in a localized area along the landfill road on the northwest side of the landfill. The landfill has been closed properly so routine maintenance of the site will prevent further erosion in this area. 2) (Page 2, Fracture Trace Study section) Per a telephone conversation with Pin -Point staff on February 24, 1998, the prominent lineation trend directions stated in the narrative are not correct. However, the lineations are drawn correctly on figure 1. The approximate lineament directions are N65E and N25W. 3) (page 4, Geotechnical Investigation section) Please submit a proposal on a landfill gas assessment within 90 days. 4) (Page 6, Leachate Production section) Bedrock exposures were observed at the site. The most significant exposure is just northwest of the landfill where borrow excavation has taken place. As described in the report bedrock exposures may be areas where infiltration of precipitation could increase recharge to the waste unit, thus increasing the amount of leachate generation. The recommendations in the report would likely reduce the amount of leachate generation and groundwater contamination in the future. 5) (page 8, Recommendations section) The Phase I study determined that the contaminant plume(s) has (have) migrated outside the County owned landfill property. At this time the affected area offsite is owned by the U.S. Forest Service. Pin -Point staff stated during the site visit that U.S. Forest Service had been informed of the offsite groundwater contamination problem. 6) During the site visit each proposed well location was evaluated. Decisions on the proposed locations were made and the following conditional approval of well installations are given based on the technical justifications below. Please install the additional wells within 90 days. • The installation of wells at the two proposed locations south of Rich Gap Road is suspended at this time until evaluation of future data can be performed. The consensus is that it may be more beneficial to first improve the contours and decrease the permeability of the existing cap and then reevaluate the need to install these wells south of Rich Gap Road at a later date. • Approval is granted to install the proposed well which will be located on the southeastern side of the landfill near the landfill entrance road. As proposed, this well will be screened across the upper portion of the aquifer to monitor a presently unmonitored portion of the landfill at the head of a drainage feature shown on figure 1. • The eastern side of the landfill is presently unmonitored. Much was learned about the waste boundaries of this area as a result of the geophysical survey. To improve the current understanding of contaminant movement and groundwater flow in this area, a well designed to monitor the upper portion of the aquifer was proposed and is approved. • The October 1997 report suggests that MW-4, which is located on the north side of the site, monitors the groundwater beneath the saprolitic zone (page 9, Proposed Monitoring Wells and Rationale section). In a subsequent conversation with Pin -Point staff, on March 3, 1998, it was determined that MW-4 is a shallow well which monitors the saprolitic zone. The purpose of the proposed nested well was changed at that time to monitor the first producing zone in the bedrock because 1) the data from the other bedrock rock wells at the site indicate that shallow fractures are serving as pathways for the contaminants, and 2) this zone is unmonitored in that area. All monitoring wells will be constructed according to the standards set forth in the N. C.A. C., Title 1 SA, Subchapter 2C, Section. 0108, E, Well Construction Standards and the North Carolina Water Quality Monitoring Guidance Document For Solid Waste Facilities. Section policy requires completing wells in bedrock with screens. 7) Table 3 corrections; The N.C. Groundwater standard (2L) for vinyl chloride is 0.015 parts per billion. The 2L standard for cis 1,2 DCE or trans 1,2 DCE is 70 ppb. There is not a 2L standard for total 1,2 DCE. 8) Please propose a surface water sampling program for the site and submit it to the Section for approval within 90 days. The program shall include the springs and streams in close proximity to the waste area. The sampling locations shall be permanently marked in the field to insure samples are retrieved from the same locations each sampling event. Lined Open Macon Co. MSWLF 1) The Section learned that monitoring well MW-4 and PZ-13 have been abandoned. Please submit abandonment records within 30 days. Please be aware that prior approval from the Section is required for well and piezometer abandonment. Please inform the Section of which approved groundwater monitoring point now serves as background. If you have any questions or comments, please call me at (919) 733-0692 (ext 261). Sincerely M Poindexter, Hydro g ologist Groundwater Compliance Unit, Solid Waste Section c: Mr. Bill Collins - Landfill Superintendent Phil Prete Julian Foscue Jim Patterson central file C:\W PDOCS\COUNTIES\MACON\57-01 &#3.AST NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES Division of Solid haste Kanagement Solid haste Section SOLID WASTE RAKAGEIENT FACILITY DEVALUATION REPORT Type of Fac i I i ty 't ; tYY r 9 2'7 z Si .t Permi t �> O county Name of FaciIity �'j G !��i' ` Location Date of Last Evaluation I. Permit Conditions Followed Yes No N/A A. Specific Condition(s) Violated II. Operational Requirements Followed Yes No 15A N.C. Actin. Code 138 Section v A_ Specific Violations) by number and letter. III. Other Violations of Rule or Law IV. Evaluator's Comments V. Continuation Page Required? Yes No Receiving Signature Evaluation Date f F }. Solid Waste Section~ DEHNR 3793 (Part I White: Facility Part II Canary: Central Office Part III Pink: Regional Office) Solid Waste Section (Review 7/94) i NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES Division of Solid Waste Management Solid Waste Section SOLID WASTE MAMAGE ENT FACILITY EVALUATION REPORT Type of Facility Permit # County. Name Of F8C1lity rri i `"''.� f R �� 1 r' k. ��-i1"i r I t. (. Locatil Date of Last Evaluati I. Permit conditions Followed Yes No N/A A. specific Condition(s) Vio II. Operational Requirements Followed Yes 15A N.C. Actin. Code 138 Section `)��t, A. Specific Violations) by number and letter. III. other Violations of Rule or No IV. Evaluator's Comments 1 i ; } ,~ `y C90i''3 T V. Continuation Page Required? Yes No Receiving Signature Evaluation Date Solid Waste Section DERMR 3793 (Part I White: Facility Part II Canary: Central Office Part III Pink: Regional Office) Solid Waste Section (Review 7/94)