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HomeMy WebLinkAbout0803_EastCarolinaLF_PermitFile_19940101HODGES, HARBIN, NEWBERRY & TRIBBLE, INC. CONSULTING ENGINEERS 484 MULBERRY STREET, SUITE 265 • POST OFTIC F BOX 974 MACON, GEORGIA 31201 TELEI'1ION E (1)12) 743-7175 FAX (912)TIVI703 H. LOWRY TRIBBLE, JR., PF WILLIAM F. HODGES, PE HAROI.1) L. NEWBERRY, PF November 21, 1994 J. STFVF:N I IARBIN, PF Mr. Ed Mussler, Environmental Engineer Solid Waste Division P.O. Box 27687 Raleigh, N.C. 27611 Re: East Carolina Regional Landfill HHNT Project No. 1001-100-01 Dear Mr. Mussler: This letter serves as a waste density report for the period of October 9, 1993 through October 27, 1994. During this period, 430,500 cubic yards of landfill volume was consumed. During this same period, 251,477 tons of municipal solid waste was placed in the landfill. Daily and intermediate cover were estimated to be 34,400 cubic yards, or 51,140 tons of soil. The total weight placed on the cell during this period was 302,620 tons. Based on the foregoing, the average density of waste and soil cover in the cells to date is 1406 pounds per cubic yard, or 52.07 pounds per cubic foot. Since the unit weight of soil/waste is 52.07 pounds per cubic foot, versus the 58 pounds per cubic foot utilized for design calculation, there should be no settlement exceeding that projected by Law Engineering in the pre —construction analysis. Should you have any questions, please call. Sincerely, HODGES, HARBIN, NEWBERRY & TRIBBLE, INC. William F. H( g P.E. Principal WFH:tt cc: John Murray, P.E. Chuck Ketring, P.G. Dan Bunnell, P.E. Greg Elkins .1-02-94 06;08PM FROM H H N T INC. P 0 TABLE 2 REQUIRED PRE --SHIPPING SHEET TESTING OF MEmBT.tANE LINER (HOPE) Pr-- D Thickness ASTM D-751 (As modified in NSF 54) Sheet Density ASTM D-792 or ASTM D-1505 Tensile Properties ASTM D638, (As modified in NSF 54) Tear Resistance ASTM D1004, Die C Low Temperature Impact ASTM D746 Dimensional Stability ASTM D1204 (As modified in NSF 54) Environmental Stress Crack ASTM D-1693 (As modified in NSF 54) Puncture Resistance FTMS 101 (Method 2066) Carbon Black Content ASTM D1603 Carbon Black Dispersion ASTM D-3015 November 2, 1994 PROTECT NO, 1001-»046-01 02750-3 hrequancy Each Roll Every 100,000 ft2 Every 25,000 ft' Every 25,000 ft' Certified Every 100,000 ft' Certified Every '25,000 ft2 Every 100,000 ft2 Every 100,000 ft' EAT CAROLINA LANDFILL TECH SPECS TABLE 2 REQUIRED PRE —SHIPPING SHEET TESTING OF MEMBRANE LINER (HDPE) Property Thickness Test Method ASTM D-751 Freq, n v Each Roll (As modified in NSF54) Sheet Density ASTM D-792 Every 100,000 ft2 or ASTM D-1505 Tensile Properties ASTM D638, Every 25,000 ft2 (As modified in NSF54) Tear Resistance ASTM D1004, Every 60,000 ft2 Die C Low Temperature Impact ASTM D746 Certified Dimensional Stability ASTM D1204 Every 100,000 ft2 (As modified in NSF54) Environmental Stress Crack ASTM D-1693 Certified (As modified in NSF 54) Puncture Resistance FTMS 101 Every 30,000 ft2 (Method 2066) Carbon Black Content ASTM D1603 Every 100,000 ft2 Carbon Black Dispersion ASTM D-3015 Every 100,000 ft2 Revised December 5, 1994 PROJECT NO. 1001-046-01 02750-14 EAST CAROLINA LANDFILL TECH SPECS The following Preoperative Conditions will be met by East Carolina prior to the leachate recirculation trial: 1. Rain gauge and thermometer A rain gauge and thermometer will be installed near the landfill office. These instruments will be read daily at the start of business. The amount of rainfall and temperature will be recorded on the leachate recirculation log. If appreciable rainfall has occured during the previous 24 hours, no recirculation will be conducted. Also, no recirculation will be conducted while the temperature is below freezing. 2. J3asc line �=Tling of leachate The base line sampling of the leachate has been performed. This sampling and testing will continue on a monthly basis. The reports will be kept on file at the landfill office. 3. Operational procedures During the trial period recirculation will be accomplished by pump and haul with a tanker truck equipped with a distributor bar and hose with spray nozzle. The tanker truck will load at the leachate storage tank, haul the leachate to the working face and distribute the leachate on the working face..ia-a series of passes with the truck or sweeps with the nozzle. The procedures to be used are as follows: A. Determine if conditions are suitable for recirculation March 31, 1994' EAST CAROLINA ENVIRONMENTAL, INC. PROJECT NO. 1001-088-01 24 OPERATIONS PLAN 1. Inspect working face — it should be dry, compacted and with waste at least 5' deep 2. Check rainfall — no appreciable rain during previous 24 hours 3. Check thermometer — temperature must be above freezing B. Calculate volume to be hauled 1. Estimate volume of waste available to receive leachate 2. Calculate leachate at 5 gallons of leachate per square foot of waste available C. Load tanker truck 1. Check operation of pump and valves on truck 2. Record level of leachate in leachate storage tank 3. Fill truck with required volume of leachate 4. Record tank level again and record volume hauled D. Distribution of leachate 1. Distribute leachate in uniform passes with truck across working face, or 2. Use hose and nozzle to distribute the leachate in uniform sweeps across the surface 3. Avoid concentrated applications — do not allow any runoff 4. Do not allow discharge outside the cell under any circumstances E. Inspection 1. At conclusion of recirculation activity inspect cell for excess leachate concentrations or blow —outs 2. Check leachate manhole for depth of leachate on liner March 31, 1994" EAST CAROLINA ENVIRONMENTAL, INC. PROJECT NO. 1001-088-01 25 OPERATIONS PLAN S F. Records 1. Complete leachate log 2. Make note of problems and corrections needed 4. Equipment The following equipment is proposed for leachate recirculation: A. Tanker truck — 2,500 gallon capacity with 4" distributor bar capable of discharging 100 gallon per minute. B. Engine driven centrifugal pump (mounted on truck) with 100' of hose and nozzle — Pump capacity 50 gpm @ 60 psi 5. ccord—kee 'n Logs will be maintained for leachate production and leachate recirculation. These logs will be kept at the landfill office and will be available for inspection (sample forms are attached). Copies of the logs will be submitted to the Division with the progress report. 6. Depth of Waste The depth of waste in the cell where recirculation is anticipated is estimate to be 15'. Under no circumstances will leachate be applied to waste less than 5' deep. East Carolina shall follow the following operational conditions during the leachate recirculation trial: 1. Records shall be kept of a daily/weekly basis as outlined above. 2. No leachate shall be applied on less than one lift (5 feet) of waste. March 31, 1994' EAST CAROLINA ENVIRONMENTAL, INC. PROJECT NO. 1001-088-01 26 OPERATIONS PLAN 3. No leachate shall be circulated when it is raining, or when the waste is too wet. 4. No run—off or side seepage will be allowed. 5. Odors will be controlled. 6. Leachate depth shall be monitored in the manhole to ensure that the head on the liner does not exceed one foot for more than 24 hours. 7. Leachate will be applied during daylight hours only. 8. The application system will be properly maintained and documented. After a period of 60 days, East Carolina will test the Ieachate strength again. A progress report will be submitted which contains a further expansion. of the operating manual for leachate recirculation, the records of leachate generation and application and copies of record —keeping forms used. East Carolina, or its consultant, shall also submit a report of expected engineering performance of the system. The report shall contain the following evaluation of the system: 1. The as built conditions such as slopes, permeabilities, lenghts etc of the LCRS. 2. An evaluation of the expected maximum head on the liner, under open conditions, using the peak monthly precipitation rate as the impingement rate, to evaluate the relationship between the base slope, drainage layer permeability and collector pipe spacing (Rule .1624(b)(2)(A)). 3. An evaluation of the hydraulic capacity of the system, including the time to return the head on the liner to less than one foot after loading equal to the 24 hour/25 year storm. 4. A demonstration showing that the loading rate of the system due to leachate recirculation is within the design specifications and that the head March 31, 1M EAST CAROLINA ENVIRONMENTAL, INC. PROJECT NO. 1001-088-01 27 OPERATIONS PLAN e on the liner does not exceed one foot for a long period of time. After the 120 day trial, East Carolina will test the leachate strength again, and submit a final report on the leachate recirculation. The report will contain a final operating manual including equipment specifications and maintenance schedules. A report on the amount of leachate applied, recovered, rainfall and any other pertinent hydraulic loading information, and a summary demonstrating the outcome of the trial. E. Random Inspection Program The landfill is permitted as a municipal solid waste landfill and as such must not receive regulated hazardous or nuclear wastes. It is important that such wastes not enter the landfill because of the potential damage and liability these wastes could cause should they enter the environment, particularly the groundwaters. Random inspections shall be made at the times selected by the landfill operator and will include the following minimum elements: I. Random inspection representative of the daily incoming loads. Inspections should be visually performed to the extent possible before tipping. The load should then be tipped, spread and visually inspected. 2. Any suspicious load should be inspected. 3. Records of inspections should be made in a operator's log maintained at the landfill. Log entries of inspections should include: truck identification, March 31, 1994' EAST CAROLINA ENVIRONMENTAL, INC. PROJECT NO. 1001-088-01 28 OPERATIONS PLAN r110 TT 3-1 HODGES, HARBIN, NEWBERRY & TRIBBLE, ING`/ CONSULTING ENGINEERS F 484 MULBERRY STREET, SUITE 265 • POST OFFICE BOX 974 MACON, GEORGIA 31201 1' / H. LOWRY TRIBBLE, JR., PE '� \ {• p:V (912) 743-7175 WILLIAM F. HODGES, PE HAROLD L. NEWBERRY, PE AX (912) 743-1703 J. STEVEN HARBIN, PE February 28, 1994 Ms. Sherri Hoyt Solid Waste Divison 401 Oberlin Road Raleigh, N.C. 27605 Re: Leachate Recirculation East Carolina Landfill HHNT Project No. 1001-061-01 Dear Ms. Hoyt: The Preoperative Conditions requested in your letter of January 5, 1994, for the recirculation test at East Carolina Landfill are enclosed. The recirculation test will proceed immediately. Should you have any questions, please call. Sincerely, HODGES, HARBIN, NEWBERRY & TRIBBLE, INC. Harold L. Newberry, P.E. Principal HLN:tt cc: Mr. John Murray, P.E. Mr. Chuck Ketring, P.G. Mr. Greg Elkins Mr. Bill Hodges, P.E. r-� 365RIoyt.ltr PREOPERATIVE CONDITIONS FOR LEACHATE RECIRCULATION EAST CAROLINA REGIONAL LANDFILL A rain gauge and thermometer will be installed near the landfill office. These instruments will be read daily at the start of business. The amount of rainfall and temperature will be recorded on the leachate recirculation log. If appreciable rainfall has occurred during the previous 24 hours, no recirculation of leachate will be conducted. Also, no recirculation will be conducted while the temperature is below freezing. 2. Base line sampling of lcachatc The base line sampling of the leachate has been performed (see attached laboratory report). This sampling and testing will continue on a monthly basis. The reports will be kept on file at the landfill office. 3. Operational procedures During the trial period recirculation will be accomplished by pump and haul with a tanker truck equipped with a distributor bar and hose with spray nozzle. The tanker truck will load at the lcachatc storage tank, haul the lcachatc to the working face and distribute the leachate on the working face in a series of passes with the truck or sweeps with the nozzle. The procedures to be used arc as follows: A. Determine if conditions are suitable for recirculation 1. Inspect working face — it should be dry, compacted and with waste at least 5' deep 2. Check rainfall — no appreciable rain during previous 24 hours 3. Check thermometer — temperature must be above freezing B. Calculate volume to be hauled 1. Estimate volume of waste available to receive lcachatc 2. Calculate lcachatc at 5 gallons of lcachatc per square foot of waste February 28, 1994 LEACHATE RECIRCULATION HHNT Project No. 1001-061-01 1 EAST CAROLINA LANDFILL t available C. Load tanker truck 1. Check operation of pump and valves on truck 2. Record level of leachatc in leachatc storage tank 3. Fill truck with required volume of leachatc 4. Record tank level again and record volume hauled D. Distribution of lcachate 1. Distribute lcachate in uniform passes with truck across working face, or 2. Use hose and nozzle to distribute the lcachatc in uniform sweeps across the surface 3. Avoid concentrated applications - do not allow any runoff 4. Do not allow discharge outside the cell under any circumstances E. Inspection 1. At conclusion of recirculation activity inspect cell for excess leachatc concentrations or blow -outs 2. Check leachate manhole for depth of lcachate on liner F. Records 1. Complete leachatc log 2. Make note of problems and corrections needed 4. Equipment The following equipment is proposed for lcachate recirculation: A. Tanker truck - 2,500 gallon capacity with 4" distributor bar capable of discharging 100 gallon per minute. B. Engine driven centrifugal pump (mounted on truck) with 100' of hose and nozzle - Pump capacity 50 gpm @ 60 psi Logs will be maintained for lcachatc production and lcachatc recirculation. These logs will be kept at the landfill office and will be available for inspection (sample forms are attached). Copies of the logs will be submitted to the Division with the progress report. February 28, 1994 J LEACHATE RECIRCULATION HHNT Project No. 1001-061-01 2 EAST CAROLINA LANDFILL It 6. 110170103 The depth of waste in the cell where recirculation is anticipated is estimate to be 15'. Under no circumstances will leachate be applied to waste less than 5' deep. !- February 28, 1994 LEACHATE RECIRCULATION HHNT Project No. 1001-061-01 3 EAST CAROLINA LANDFILL LEACHATE LOG EAST CAROLINA REGIONAL LANDFILL PERMIT NO. 08-03 MONTH YEAR EAST CAROLINA ENVIRONMENTAL, INC. 1922 REPUBLICAN ROAD AULANDER, NC. 27805 1 LEACHATE RECIRCULATION FOR WEEK ENDING EAST CAROLINA REGIONAL LANDFILL PERMIT NO. 08-03 EAST CAROLINA ENVIRONMENTAL, INC. 1922 REPUBLICAN ROAD CELL RECEIVING RECIRCULATION AULANDER, NC 2780� DAY HOURS OF PREVIOUS RECIRC VOLUME WEATHER � HRS.CONDfTION C011MF+.N15/PROBLEMS/CORRECTION RECIRC RATE, GPM RFJMC OF BGN END GALS. RAINFALL IN. WASTE SUN MON TUE WED THU FRI SAT TOTAL RECIRCULATION GALLONS SIGNATURE OF OPERATOR i -. 1 I l) V i 'f..J ll i .-i iC ..:'.0 11 11 14 1 1141.. iu ANALYTICAL SERVICES, INC. ASI ENVIRONMENTAL MONITORING b LA130RATORY ANALYSIS 390 TRASERT AVENUE • ATLANT'A, GEORQIA 30309 b (404) 992-8144 PAX (404)892.2740 ■ Federal I.D. M68-1620655 PA?A---LAj;-P'♦; -� - Hodges - Harbin - Newberry - Tribble December 15, 1993 PO Box 974 484 Mulberry Street, Suite 265 Macon GA 31202-0974 Attentioli: Mr. William F. Hodges Report No. 47528 Sample: water, East Carolina Environmental, receivod 11/30/93 RE,YULTS Detac:tion Read Limit Chemical Oxygen Demand (Cou)(mg/1)(EPA 410.4) 18 5 Appendix 11 Subtitle D Solid Waste Disposal Facility Criteria - Metals Result Detectiol ( 0y / 1l tt...i.3d,�3L Total Antimony (Sb)(mg/1)(EPA 6010).......... BDL 0.05 Total Arsenic (As)(mg/1)(EPA 6010)........... BOL 0.05 Total Barium (aa)(mg/1)(EPA 6010)............ 0.17 0.01 Total Beryllium (Be)(mg/1)(EPA 6010)......... BDL 0.003 Total Cadmium (Cd)(mg/}.)(EPA 6010)........... BDL 0.01 Total Chromium (cr)(mg/1)(EPA 6010).......... BDL 0.01 Total Cobalt (Co)(mg/1)(EPA 6010)............ 0.08 0.04 Total Copper (Cu)(mg/1)(EPA 6010)............ BDL 0.02 Total Lead (Pb)(mg/1)(EPA 6010).............. BDL 0.025 Total Nickel (Ni)(mg/1)(EPA 6010)..... BDL 0.02 Total Selenium (Se) (mg/1) (EPA 7740) .......... BDL 0.01 Total Silver (Ag)(mg/1)(EPA 6010)............ BDL 0.01 Total Thallium (Tl)(mg/1)(EPA 7841).......... SDL 0.01 Total Vanadium (V)(mg/1)(EPA 6010)........... BOL 0.02 Total Zinc (zn)(mg/1)(EPA 6010).............. 2.5 0.02 BDL - Below Detectcin Lim t 1:1-!15-"4 1 1 :C.=A1.1 FOl Hodges -Harbin -Newberry -Tribble Report No. 4752! Page 2 of I EMU - Appendix I, Subtitle D solid waste Di®posal Facility Criteria - Organico Result Detection yolatilg pr cs (XP B26QL (Ug/1.)- 1�r,. u t11) Acetone ■ . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . Acrylonitrile............ BDL BDL BDL 10 0 5o 2 aen z one . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . Bromochloromethane ........................beef Bromodichloromethane ................. $......... Bromoform.................................... Carbon diesulfide...•.•.... •••••....... ••••... Bromomethane........... .......... •o••.•...... Carbon tetracyhloride,.t...... too ..••••••••••• Chlorobenzene................................ ch 1 oroethans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Chloroform . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 Chloromethane...... to ..... ........... .......e Dibromochloromethana ..............t..••••.••• 1,2-Dibromo-3-chloropropane.................. 1,2-Dibromoethane..t.......,,.e...... ..t.e... Dibromomethane.................*$to........... 1,2-Dichlorobenzane .......................... 1,4-Diahlorobenzene ... .e.0................... trams-1,4-Dichloro-2-butens....... .►..,...... 1,1-Dichloroethane ...... ...t............ ....t 1,2-DichloroethanQ ..............••••.......•• 1 1-Dichloroethane ........................... cis-1,2-Dich1Oroethena......4................ trans-1,2-Dichloroethane .......... ......... •9 1, 2—pichloropropane....be*................... cis-1,3-Dichloropropene ........... to ..... sell traTls-1,3-Dichloropropene .............•.•.... ... ........ mthylbanzAns............. ...... ... z-nexanona.............Otte.................. BDL BOL BDL BDL BDL DDL BDL BDL 13DL BOL BDL BDL BDL BDL BDL BDL 7 BDL BDL BDL BDL BDL BDL BDL 6 BDL BDL 10 10 14 5 10 2 102 2 2 10 3.0 10 10 10 10 10 100 2 2 2 2 2 2 2 2 2 50 100 xodomethane................................... Methylene chloride ..... babe .. ......... ....... 2-Butanone.. .... ..................... 4-Mothyl-2-pentanone ....... feet .... ••.•.•.•.• ....... ....aft .............. 1,1,1,2-Tetrachloroethane.......... ..•.••��•• 280 BDL BDL BDL BDL 0 110 50 l0 2 BDL - BQ ow aeteot on Lim t f Hodges-Harbin-Newborry-Tribble Report Na. 47528 Page 3 of 3 Result Detection ya ati1e Draa cs fEpA, 0 ( M//1) Limit-' (ugj1j 1,I,2,2�Tftra�ah7.Qroethahe►...........o...®,.� Tetrachxcroeth�ne BDL 2 .................,........., Toluene. 8DL 2 ........ 31 2 1,1,1-Triahl0roethatne ........................ 11112-Trichloraethane 20 2 ......................�. Triahloroothene. BDL 2 Trichlorof=uoroMethane BDL 2 ....................... 1,a,3-Trichloropropane. 13 10 ... 4.................. Vinyl acetate ........... BDL 10 ........... I ... ...... vinyl chlorides .......................6....... BDL 100 XYlanea BDL 10 ...................................... 20 5 BDL - Belo—w Detec on L1mlt cc: Mr. Greg Elkins M caroiinn) Respectfully cubmitt®d, By: �� (D�