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HomeMy WebLinkAbout4404_ROSCANS_1991A.C. DEPARTMENT OF HUMAN RESOUk__S WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT NUMfkg INSPECTION FOR SANITARY LANDFILLS NAME OF SITE COUNTY r LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT r `5 f N. 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 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 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. (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. 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. berms, fences, and other security measures approved by the (12) MISCELLANEOUS REQUIREMENTS division, to prevent unauthorized entry. _ (a) Effective vector control measures shall be applied to control (b) An attendant shall be on duty at the site at all times while it is flies, rodents, and other insects or vermin when necessary. open for public use to ensure compliance with operational — (b) Appropriate methods such as fencing and diking shall be pro - requirements. vided within the area to confine solid waste subject to be blown — (c) The access road to the site shall be of all-weather construction by the wind. At the conclusion of each day of operation, all and maintained in good condition. windblown material resulting from the operation shall be col- - (d) Dust control measures shall be implemented where necessary. lected and returned to the area by the owner or operator. REMARKS: (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. (11) (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 e site. i ; ��il;,<; r{ i} Lrri„r. is '� h F} jet r"/A (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 DATE:' 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) A sue," am. , ,,T Q3Y 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 January 4, 1991 Mr. William G. Stamey, Manager Town of Canton Post Office Box 987 Canton, NC 28716 RE: Notice of Violation Dear Mr. Stamey: William L. Meyer Director Pursuant to NCGS 130A-22(a) and to 15A NCAC 1.3B, I conducted an inspection on December 5, 1990, of the Town of Canton Sanitary Landfill, Permit No. 44-04, located in Haywood County on State Road 1854, near Canton, North Carolina. The inspection found the Town of Canton Sanitary Landfill to be in violation of certain requirements contained in the North Carolina Solid Waste Management Rules, codified at 15A NCAC 13B specifically: 1. 15A NCAC 13B (3)(a) requires that solid waste be covered after each day of operation with a compacted layer of at least six inches of suitable cover. The Town of Canton Landfill. was operating in violation of 15A NCAC 13B (3)(a) in that solid waste was not being covered after each day of operation with a compacted layer of six inches of suitable cover. 2. 15A NCAC 13B (12)(b) day of operation, all operation be collected operator. The Town of NCAC 13B (12)(b) in collected and returned day of operation. requires that at the conclusion of each windblown material resulting from the and returned to the area by the owner or Canton is operating in violation of 15A that windblown material is riot being to the area at the conclusion of each COMPLIANCE SCHEDULE Based upon the foregoing, ,_he Tow" of Carton is hereby ordered to , arrcct all violations as stated in this Notice of Violation and otherwise be in compliance with the North Carolina Solid Waste Management Rules, codified at 15A NCAC 13B: A1%Fs_ji:At 0 Mr. William G. Stamev January 4, 1991 Page 2 1. By February 1, 1991, comply with 15A NCAC 13B (3)(a) by covering all solid waste after each day of operation with a compacted layer of at least six inches of suitable cover. 2. By February 1, 1991, comply with 15 NCAC 13B (12)(b) by collecting after each day of operation all windblown material resulting from the operation and returning it to the area. 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 $5,000.00 per day per violation, dating from the compliance date in this order and/or- inJunctive relief, pursuant to NCGS 130A-22__or NCGS_130A-18. If you have 2ry questions concerning U Ks matter, please call_ me at 704/251-6208. JEP: a cc: Mr. Julian Fosc::e_ Mr. Leo Clavton Mr. Steve Reid Sincerely, James E. Patterson Waste Management Specialist �.`SiAi( v �•�. A North Carolina Department of Human Resources Division of Health Services P.O. Box 2091 • Raleigh, North Carolina 27602-2091 James G. Martin, Governor David T. Flaherty, Secretary September 23, 1987 Ronald H. Levine, M.D., M.P.H. State Health Director r. .G. Stamey, Town Manager Town of Canton P.O. Box 987 Canton, N.C. 28716 RE: Compliance Inspection at Town of Canton Landfill Dear Mr. Stamey: Enclosed is an Inspection Report prepared by Mr. James E. Patterson following his compliance inspection at the Town of Canton Landfill on September 16, 1987. All violations noted on the Com- pliance Order to the Town of Canton dated May 28, 1987 had been corrected at the time of this inspection. Your cooperation concerning this matter is appreciated. Sincerely Julian M. Foscue, III, Western Area Supervisor Solid & Hazardous Waste Management Branch Environmental Health Section JMF/mj cc: a-� mes Patterson '.C. DEPARTMENT OF HUMAN RESOURC ":/ dl_ WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT NUMBf INSPECTION FOR SANITARY LANDFILLS WITH A CROSS (X). (1) PLAN AND PERMIT REQUIREMENTS (9) SIGN REQUIREMENTS — (a) Construction plans shall be approved and followed. — (b) Specified monitoring and reporting requirements shall be met. — (a) Signs providing information on dumping procedures, the hours during which the site is open for public use, the permit number 2 ()SPREADING AND COMPACTING REQUIREMENTS and other pertinent information shall be posted at the site — (a) Solid waste shall be restricted into the smallest area feasible. — (b) Solid waste shall be compacted as densely as practical into cells. entrance. _ (b) Signs shall be posted stating that no hazardous or liquid waste can be received without written permission from the division. (3) COVER REQUIREMENTS — (c) Traffic signs or markers shall be provided as necessary to pro- - (a)-Solid-wasteshall-be-covered-after -each-day of -operation -with -a- - - mote -an -orderly -traffic -pattern -to -and -from -the -discharge area compacted layer of at least six inches of suitable cover or as and to maintain efficient operating conditions. specified by the division. - (b) Areas which will not have additional wastes placed on them for (10) SAFETY REQUIREMENTS- 12 months or more shall be covered with a minimum of one foot of intermediate cover. _ (a) Open burning of solid Waste is prohibited. _ (b) Equipment shall be provided to control accidental fires or — (c) After final termination of disposal operations at the site or a arrangementsshall be made with'. the local fire protection major part thereof or upon revocation of a permit, the area shall , agency to immediately provide fire -fighting services when needed. be covered with at least two feet of suitable compacted earth: . " = — (c) Fires that occur at a sanitary landfill shall be reported to the (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 ern. (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. 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- (8) ACCESS AND SECURITY REQUIREMENTS ous Waste Management Branch, Division of Health Services, — (a) The site shall be adequately secured by means of gates, chains, P. O. Box 2091, Raleigh, NC, 27602. berms, fences, and other security measures approved by the (12) MISCELLANEOUS REQUIREMENTS division, to prevent unauthorized entry. _ (a) Effective vector control measures shall be applied to control — (b) An attendant shall be on duty at the site at all times while it is flies, rodents, and other insects or vermin when necessar y. open for public use to. ensure compliance with operational _ (b) Appropriate methods such as fencing and diking shall be pro- vided g g P — (c) The access road to the site shall be of all-weather construction vided within the area to confine solid waste subject to be blown and maintained t good condition. by the wind. At the conclusion of each day of operation, all d windblown material resulting from the operation shall be col- - () Dust control measures shall be implemented where necessary. j lected and returned to the area by the owner or operator. REMARKS: .�A]I17 0Z) � �/l 1/l('l2ll,chS At/rd 0 14- l 4,%)11 21) / i 7 DATE: ? / �( /j'� NAME: and Hazardous Management Branch DHS 1709 (Revised 4/85) solid & Hazardous waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer) E North Carolina Department of Human Resources Western Regional Office • Black Mountain 28711 James G. Martin, Governor September 18, 1987 TO: Julian Foscue Solid Waste Western Area Supervisor FROM: Jim Patterson �( Waste Management Specialist RE: Compliance Inspection at Town of Canton Landfill RE Ni��7Eii c I conducted a compliance inspection at the Town of Canton Landfill on September 16, 1987. All violations noted on the compliance order to the Town of Canton dated May 28, 1987 have been corrected at this time. I have attached photos of the landfill and the landfill inspection sheet for your review/information. If further information is needed, please advise. JEP/dgm Attachments I LA- �t.�� r DEPARTMENT OF HUMAN RESOURCE q WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT NUMBER INSPECTION FOR SANITARY LANDFILLS NAME OF SITE COUNTY ()I- C-jgr, -tiJ LOCATION S NATUIJA ERSON(S�ECEIVI P RT SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE `ITIOLATIONS, IF ANY, MARKED BELOW WITH A CROSS (X). (1) 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 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. X (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 (12) MISCELLANEOUS REQUIREMENTS division, to prevent unauthorized entry. _ (a) Effective vector control measures shall be applied to control — (b) An attendant shall be on duty at the site at all times while it is flies, rodents, and other insects or vermin when necessary. open for public use to ensure compliance with operational _ (b) Appropriate methods such as fencing and diking shall be pro - requirements. vided within the area to confine solid waste subject to be blown — (c) The access road to the site shall be of all-weather construction by the wind. At the conclusion of each day of operation, all and maintained in good condition. windblown material resulting from the operation shall be col- - (d) Dust control measures shall be implemented where necessary. lecte1d and returned to the area by the owner or operator. REMARKS: Li�11Q/—lc[ �1-4,5 IL0D ZL V16Z2ilcr3,1 /)d%�(� 01 6,L)<11,2%OVIL-6 (1bkd hlek,, 2,0 A q 37 (9) SIGN REQUIREMENTS j — (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. I _ (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 —anorderly traffic pattern to anfromthe 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. DATE: �_��, Ze NAME: (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. Hazardous Waste Management Branch DHS 1709 (Revised 4/85) Solid & Hai ardous waste Management Branch IReview 4/66) (white— Raleigh Office yellow — facility green — Preparer) ,p SfA7F North Carolina Department of Human Resources Division of Health Services P.O. Box 2091 • Raleigh, North Carolina 27602-2091 James G. Martin, Governor David T. Flaherty, Secretary July 8, 1987 Mr. W.G. Stamey, Town Manager Town - o f—C-anton— P.O. Box 987 Canton, N.C. 28716 RE: Compliance Order With Administrative Penalty Dear Mr. Stamey: Ronald H. Levine, M.D., M.P.H. State Health Director 919/ 733-3446 We are in receipt of your letter dated July 1, 1987. As you requested, we are changing the compliance date from July 20, 1987 to September 8, 1987. Should you have questions, Please call. Sincerely, 1 4ultnM. Foscue III Western Area Supervisor Solid & Hazardous Waste Management Branch Environmental Health Section JMF/bg cc: James E. Patterson � may.,,, Cb 0 �o State of North Carolina Department of Environment, Health, and Natural Resourceg' Asheville Reg�ional Office James G, Martin, Governor Ann B. Orr William W. Cobey, Jr., Secretary Regional Manager October 1, 1991 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. William G. Stamey, Manager Town of Canton P. 0. Box 987 Canton, NC 28716 j��y waa RE: Notice of Violation, Town of Canton Sanitary Landfill, Permit No. 44-04 Dear Mr. Stamey: The 1989 General Assembly passed Senate Bill Ill "An Act to Improve Management of Solid Waste." On July 9, 1991, the General Assembly ratified House Bill 1109 "An Act to Improve Management of Nonhazardous Solid Waste, to Redefine the State Solid Waste Management Goals, and to make Clarifying, Conforming, and Technical Amendments to the Solid Waste Management Laws." General Statute 130A-309.09A(f) now states that after July 1, 1991, each operator of a municipal solid waste management facility shall weigh all solid waste when it is received. The exclusion of facilities which will not be in operation after the effective date of this section of the Solid Waste 1"ana^1 - L Act was deleted. It is the position of the Section that the weighing of waste at all landfills which will receive waste after July 1, 1991, is especially important due to the July 1, 1991 - June 30, 1992, baseline period for document waste reduction activities as provided in the North Carolina Statutes. Pursuant to N.C.G.S. 130A-22(a) and to 15A North Carolina Administrative Code 13B, I conducted an inspection on September 26, 1991, of the Town of Canton Sanitary Landfill, Permit No. 44-04, located on State Road 1854 near Canton, North Carolina. The inspection found that there were no means to weigh solid waste when it is received. Interchange Building, 59 Woodhn Place, Asheville, N.C. 28801 • Telephone 704-2516208 An Equal Opportunity Affirmative Action Employer `FEB-19-1992 14:35 FROM eui11e RO DEHNR TO 91919761231:3 eble PHILLIPS, Mayor C. O. CRAWFORD. Alderman JACQUELYN B. PATRICK. Alderman EIDDIE MORGAN, Aldermen TED WOODRUFF, Alderman 411t1 C. :lea Office Pf Mayor aid Boat- c'-f A r.mrn February le, 1992 Mr. -James Patterson Waste Management Spocialist North Carolina Department of EnyitrLment-? Health -- - - Solid Waste Management 59 Wbodfin Place Asheville, North Carolina 2118301L_ , � -'_ RE: ioE���yof Cauton Lat4f i l l Maywood County Dear Mr. Patterson. Please he advised &twat the Town of Can o- ant di with the directives of the notice, �,f lat�on to mho r_ Canton, dated June 3, 1991&-he Town has h-sian ay eod County concerrting the A_ent$.al o y ta= a d ut--e 01: landfill and this process has caused some do�laafs ins addxv`vs-0i n g he problems. These negotiations are 'VuL "pe intends to achieve as soon as f easilble. Adder tjicu_al_l _21he y.2faw s aas compiled topographic information, i n lu%d .n cfog� so- -€fir-o s �a ''a prosent landfill to determine r4-Bain®ng Vol=UMe. This- has tak n several months to accomplish. -Based on the a <<j e , the o,_$n cef Canton proposes the following: 1. Scales will be A.n,stalled at the existing-- ltndfill within 45 days of the date of this letter. lnstalla,tioa of the scales was d,�Iayed because of an inn an alternate entrance to the landfg,�'. .e�entl�� this investigation determined that the alterh&tte ont=-an4�e wasvnot feasible, therefore the scales car. now be i ,stone .. 2. The eiici.l.vKcLir`.Fent 0-'�ai Cale prV .forty it e o-ki i h demolition material is being studi-4-1' and wil,- be-_C"rro either by purchasing add:itI- ona! pro-ert_y a -f-Va4sit le o=. Mr: -wing the material which violates the h_---=f _- r uirewiVO tz 3. The Tow-ri intends to pply for a ne- w- l if _, if required, at the current site wniub wi- I moor gate a port -on of the material Which exceeds the current- pet mttod elevation. We also intend to request that those portions e-)f this r}a eriai which are acceptable as daily cover be u_: ed s such I:or both the current lift and any new lift. FEE-19-1992 14: -h FROM Rshev i l le Rid DEHNR TO 9-1919 612313 F.03 Mr. James Patterson February 18, 1992 ?age 2 _- .. Y will . 9 im plemented a4.41/31� �g®d C Z ��on g $ � � �* a = 1 L`d $.lA Upq - ��''-� a t �s-'' =� t present @ andards 4 i In order to accomplish the n go-s-3- st , t-h 7"o w n has -ret=a.'.,A sd "I"q+� a plarx outlining proeied-ures fi7i: complinne can be vintadeft by- a 1992. Please be cadvis d that tl,�G Town also 1-Int -ads to_- p14. s to permit a cons ructiOrn damn 1- C ion 11a nd 1: 111 a ail undisturbed portion of the property. sincerely, TOWN OF CA.N T ON William G. 9tamd Town Manager WGS/rg TOTAL- P.03 3/ �r ,y�c1d i �SY Worn N � i ♦uQ:a�s 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 June 3, 1991 Mr. William G. Stamey, Manager Town of Canton P. 0. Box 987 Canton, NC 28716 RE: Notice of Violation Dear Mr. Stamey: VIP William L. Meyer Director Pursuant to NCGS 13CA-22(a) and to 15A NCAC 13B, I conducted an inspection on May 14, 1991, of the Town of Canton Sanitary Landfill, Permit No. 44-04, located in Haywood County on State Road 1854, Canton, North Carolina. The inspection found the Town of Canton Sanitary Landfill to be in violation of certain requirements contained in the North Carolina Solid Waste Management Rules, codified at 15A NCAC 13B specifically: 1. 15A NCAC 13B .0505(1)(a) requires that construction plans shall be approved and followed. The Town of Canton was operating in violation of 15A NCAC 13B .0505(1)(a) in that (according to Roger Lyda, Town of Canton Engineer) maximum approved vertical elevations have been exceeded in the area where Champion International has disposed of contaminated soil. 2. 15A NCAC 13B .0505(4)(b) states that adequate erosion control measures shall be practiced to prevent excessive on -site erosion. The Town of Canton Landfill was operating in violation of 15A NCAC 13B .0505(4)(b) in that adequate erosion control measures had not been practiced to prevent excessive on -site erosion. 3. 15A NCAC 13B .0505(6)(b) requires that temporary seeding be utilized as necessary to stabilize the site. The Town of Canton Landfill was operating in violation of 15A NCAC 13B .0505(6)(b) in that temporary seeding was not being utilized as necessary to stabilize the site. An Equal Opportunity Aftimtative Action Employer i Mr. William G. Stamey June 3, 1991 Page 2. Based upon the foregoing, the Town of Canton is hereby ordered to take the following actions by August 1, 1991, 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 15A NCAC 13B: I. Comply with 15A NCAC 13B .0505(1)(a) by: 1) obtaining approval to expand the landfill vertically, or 2) push the soil down to a level that places this material within the permitted disposal elevations. —2 Comply with 15A NCAC 13B .0505(4)(b) by repairing eroded areas at the landfill site. 3. Comply with 15A NCAC 13B .0505(6)(b) by temporarily seeding surfaces of the landfill not seeded. 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 $5,000.00 per day per violation, dating from the compliance date in this order and/or injunctive relief, pursuant to NCGS 130A-22 or NCGS 130A-18. If you have any questions concerning this matter, please call me at 704/251-6208. Sincerely, James E. Patterson Waste Management Specialist Solid Waste Section Solid Waste Management Division JEP:a cc: Mr. Julian Foscue Mr. Steve Reid Mr. Leo Clayton J.C. DEPARTMENT OF HUMAN RESOUR� WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT N16MB k INSPECTION FOR SANITARY LANDFILLS NAME_ OF SITE r COUNTY e` ;' !.. ,A` f / ti�(1 r '� r - 1 LOCATION J SIGNATURE OF f ERSON(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 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. (a) Solid waste shall be covered atter 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. ?, t• ; 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 so'lid.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 ho6ri'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•atthe 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. t: 56lid and -Hazardous Waste Management Branch DHS 1709 (Revised 4/81 Solid & Hazardous Wx Management Branch (Review 4/86) i (white — Raleigh Office yellow — Facility green — Preparer) STArf 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 L. Meyer William W. Cobey, Jr., Secretary Director August 19, 1991 Mr. Roger Lyda Director _of Public Works Town of. Canton P. O. Box 987' Canton, North Carolina 28716 RE: Town of Canton Landfill, Permit No. 44-04 Dear Mr. Lyda: Pursuant to our meeting on August 13, 1991 at the Town of Canton Landfill, the Solid Waste Section requests that the following actions be taken to remediate the situation which has occurred at the landfill: 1) To avoid administrative penalties, the Town of Canton must immediately ask for an extension of the compliance date sighted in the Notice of Violation issued on June 3, 1991. The Town of Canton has not met the August 1, 1991 deadline for coming into compliance. At this date, your landfill is operating out of compliance and administrative penalties may be assessed. 2) The stockpiled material which is located off the permitted boundaries of t:ie landfill, in the designated buffer zones (50 foot buffer from disposal areas to property line), and over the approved landfill vertical limits must be moved. The Town has the 1ollowing options to remediate this specific problem: Option A - The material must be moved in 50-feet from the permitted property boundaries of the landfill. - Soil free of concrete, pipes, and debris may be separated, stabilized, and stockpiled for usage as daily cover. - All remaining debris must be disposed of in the currently operated working face of the landfill or over an area which has received intermediate or final cover. - The approved sediment and erosion control plan for the facility must be implemented immediately. - The Town of Canton must cease lateral expansion of landfilling activities into previously approved areas, except for the active working face of the landfill. An Equal Opportunity AHirrrtiadw Acdon Employer Mr. Lyda August 19, 1991 Page 2 - The Town of Canton must apply for a five year vertical expansion permit. If this option is chosen, the Town of Canton must submit an application for a Vertical Expansion by January 15, 1992. This vertical expansion plan must cease all lateral expansion of landfilling activities .,(including the working face of the landfil,l), update all sediment and erosion control measures, be designed for __phased-_ development, show all existing--and- permitted property lines, and meet the requirements of the enclosed document "Design Requirements for Vertical Expansion of Existing Sanitary Landfills." Option B - The material must be moved in 50-feet from the permitted property boundaries of the landfill. - Soil free of concrete, pipes, and debris may be separated, stabilized, and stockpiled for usage as daily cover. - All remaining debris must be disposed of in the currently operated working face of the landfill. No material may be disposed of in areas above the approved vertical height. - The approved sediment and erosion control plan for the facility must be implemented immediately. - The Town of Canton may not apply for a vertical expansion permit and may only fill according to the presently approved plan. If this option is chosen, the Town of Canton must submit an updated plan for the landfill which shows all property boundaries and location of all sediment and erosion control devices by January 15, 1992. Option C - The Town of Canton may purchase additional property which would add a minimum 50-foot buffer from the area in which the soil is stockpiled to a new property line. - The requirements outlined in Option A would also have to be followed. The City of Canton must notify the Section within 15-days of their plans. If you have any questions or comments, please contact Mr. Lyda August 19, 1991 Page 3 our office at (919)733-0692. Sincerely, C� Suzanne Molloy Environmental Engineer Solid Waste Section ENCLOSURE cc: Jim Patterson Julian Foscu� Bill Stamey DerRick Brown Toe C` IAUn of Tanton, 'N. Ca Office of The Town Manager WILLIAM G. STAMEY TOWN MANAGER Mr. James E. Patterson Waste Management Specialist Solid Waste Section Solid Waste Management Division 59 Woodfin Place Asheville, NC 28801-2482 Dear Mr. Patterson: July 12, 1991 I am writing in reference to the notice of violation that you submitted to the Town of Canton by letter on June 3, 1991. At the present time we are working with Champion International and their engineering department to facilitate your compliance order 15A NCAC 13B.0505(1)(a) to obtain approval to expand the landfill vertically at our Dutch Cove Landfill in Canton, North Carolina. We are cross checking all existing data that Champion and their engineering department along with law engineers have submitted to make sure their request will meet existing and future needs at our landfill in order to serve East Haywood County and our industries such as Champion International. Item 2 and Item 3 are ready to be complied with as soon as we get Item 1 elevation approval completed. I deeply appreciate your patience, understanding, and co-operation in working with the Town of Canton as we move forward with Champion International's modernization .program. If you feel you need additional information, please feel free to call on me at any time. Best _personal regards, Wi liam G. Stamey Town Manager WGS/gw STATE q •� y Wnm �nOR• 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 March 5, 1991 Mr. William G. Stamey, Manager Town of Canton P. 0. Box 987 Canton, NC 28716 Dear Mr. Stamey: William L. Meyer Director A compliance inspection was conducted at the Town of Canton Landfill on February 27, 1991. The purpose of the inspection was to: 1) ascertain if the violations noted in the January 4, 1991, Notice of Violation letter to you had been corrected, and 2) inspect the facility for compliance with all other applicable Solid Waste Management Rules. The two violations j15A NCAC 13B 3(a) and 15A NCAC 13B 12(b)] noted in the January 4, 1991, Notice of Violation letter had been corrected. We appreciate your attention in seeing that the problems were corrected. The only violation noted on the February 27, 1991, inspection sheet was 15A NCAC 13B (1)(a) - construction plans shall be approved and followed. As I discussed with you in a recent telephone conversation, Roger Lyda, Town of Canton engineer, has verified that approved vertical elevations have been exceeded at the landfill site in the area of the landfill where Champion International is disposing of contaminated soil. Mr. Jim Coffey, Solid Waste Section Acting Director, should be contacted concerning options available to rectify this problem. Please let me know if you have questions. JEP:a cc: Mr. Julian Foscue Mr. Jim Coffey Mr. Leo Cayton Sincerely, James E. Patterson Waste Management Specialist An Equal Opportunity Affirmative Action Employer T1Je Town of canton, -e. C. Office of Mayor and Board of Aldermen BOB PHILLIPS, Mayor TED WOODRUFF, Alderman HOB WASHAM, Alderman NED HENDERSON, Alderman EDDIE MORGAN, Alderman August 30, 1991 Mr. Jim Patterson Asheville Regional Office/ DEHNR 59 Woodfin Place Asheville, NC 28801 Dear Mr. Patterson: The Town of Canton hereby requests an extension of the notice of violation dated June 3, 1991, while the options outlined in Ms. Molloyls letter, dated August 19, 1991, are being evaluated and the selected option is being carried out, I appreciate any assistance in this matter, and please notify me of the extension at your earliest opportunity, Sincerely, Roger Lyda Public Works jwk cc Suzanne Molloy Enclosure 1314 n,3 `CO/V %9L '!> State of North Carolina Department of Environment, Health, and Natural Resources Asheville Regional Office James G. Martin, Governor William W. Cobey, Jr., Secretary September 11, 1991 Mr. Roger Lyda Director of Public Works Town of Canton P. 0. Box 987 Canton, NC 28716 Dear Mr. Lyda: Ann B. Orr Regional Manager I am in receipt of your August 30, 1991, letter requesting an extension to the compliance date, August 1, 1991, specified in my June 3, 1991, Notice of Violation letter concerning infractions of the N. C. Solid Waste Management Rules at the Town of Canton Landfill, Permit #44-04. A new compliance date of January 15, 1992, is hereby established for submitting appropriate plans (one of the three options specified in Suzanne Molloy's August 19, 1991, letter to you) to our engineering staff in Raleigh for review. If I can be of further assistance, please contact me at 704/251-6208. JEP:a cc: Mr. Ms. Mr. Mr. Sincerely, J mes E. Patterson Waste Management Specialist Julian Foscue Suzanne Molloy Bill Stamey Leo Cay+on Interchange Building, 59 Wtxxlfin Place, Asheville, N.C. 28801 • Telephone 704-251-6208 An Equal Opportunity Affirmative Action Employer P 637 -54 770 STATE n State of North Carolina Department of Environment, Health, and Na Asheville Regional Office James G. Martin, Governor William W. Cobey, Jr., Secretary October 1, 1991 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. William G. Stamey, Manager Town of Canton P. 0. Box 987 Canton, NC 28716 Certified Mail Receipt No Insurance Coverage Provided Do not use for International Mail Mt1,TEo ,*.*E., (See Reverse) Sent to William G. Stamey Street & No. P. 0. Box 987 P.O., State & ZIP Code Canton, NC 28716 Postage Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing Whom & Date Delivered 0) to m r Return Receipt Showing to Whom, Date, & Address of Delivery TOTAL Postage p & Fees co Postmark or Date M E t� 10/1/91 C. RE: Notice of Violation, Town of Canton Sanitary Landfill, Permit No. 44-04 Dear Mr. Stamey: The 1989 General Assembly passed Senate Bill Ill "An Act to Improve Management of Solid Waste." On July 9, 1991, the General Assembly ratified House Bill 1109 "An Act to Improve Management of Nonhazardous Solid Waste, to Redefine the State Solid Waste Management Goals, and to make Clarifying, Conforming, and Technical Amendments to the Solid Waste Management Laws." General Statute 130A-309.09A(f) now states that after July 1, 1991, each operator of a municipal solid waste management facility shall weigh all solid waste when it is received. The exclusion of facilities which will not be in operation after the effective date of this section of the Solid Waste Management Act was deleted. It is the position of the Section that the weighing of waste at all landfills which will receive waste after July 1, 1991, is especially important due to the July 1, 1991 - June 30, 1992, baseline period for document waste reduction activities as provided in the North Carolina Statutes. Pursuant to N.C.G.S. 130A-22(a) and to 15A North Carolina Administrative Code 1313, I conducted an inspection on September 26, 1991, of the Town of Canton Sanitary Landfill, Permit No. 44-04, located on State Road 1854 near Canton, North Carolina. The inspection found that there were no means to weigh solid waste when it is received. Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone 704-251-6208 An Equal Opportunity Affirmative Action Employer Mr. William G. Stamey October 1, 1991 Page 2 Based on the foregoing, the Town of Canton is hereby ordered to take the following action by November 1. 1991, to correct the violation as stated in this Notice of Violation: Submit to the area Waste Management Specialist a plan which will ensure that all solid waste will be weighed when it is received. Documentation should be provided for purchase, lease, or use of scales at an off -site business or industry on a temporary basis. --- -- Pursuant to-N.C.G.S. 130A-22(a) and 15A N.C.A.C. 13B Section-:0701-.0707, an administrative penalty of up to $5,000.00 per day may be assessed for violations of the Solid Waste Law or Regulations. If you have any questions concerning this matter, please contact me at 704/251-6208. Sincerely, James E. Patterson Waste Management Specialist Solid Waste Section JEP:a cc: Mr. Leo Cayton Mr. Dexter Matthews Mr. Julian Foscue Ms. Ann Orr Central Files Capital Projects Office 231,12 Church Street P.O. Box 1489 Canton, North Carolina 28716 Telepnone: 704 646-2733 Fax:704 646-2275 C Champion ;hani mon International CO'^n,3non January 21, 1991 Mr. Bill Hocutt Solid Waste Management Division Solid Waste Section P.U. BOX 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Hocutt: Attached is information concerning excavated soil at Champion International Corporation's Canton Mill. The information includes the State of North Carolina Procedure and Criteria for Waste Determination form, and Law Engineering's laboratory test data reports for excavated soil in :areas 1-9. On January 11, 1991 I received verbal approval From you to dispose of this material in the Canton Municipal Landfill. The excavations are required in preparation for construction of structural foundation elements as part of the Canton Modernization Project. Pile cap construction is anticipated to require excavations ranging from 3 to 10 feet below the existing ground surface. The attached Table provides a description of each area, the estimated soil volume, and the number of samples collected to form the composit.e.. Champion has conducted extensive testing of this material. taw Engineering sampled the soil on December 17, 1991. The 'ollowing details summarize this assessment. Figure 1 is a site location map of Champion's Canton Mill. Twenty eight test pits were excavated in randomly distributed locations across the areas as shown in Figure 2. Soil was sampled with either a backhoe, shovel or hand auger. Each of these sampling tools were steam cleaned prior to sampling each -area to -3revent cross contamination. A soil sampling excavation was made for every approximate 500 cubic yards of soil �o he removed from each area. However, only two excavations were performed in Area 8 due to space limitations. Soil was then composited from each excavation and thoroughly mixed to yield one composite sample for each ,area. Ch-umpion International Corporation Mr. Bill Hocutt November 30, 1990 Page 2 Soil samples S-1 through S-9 were collected in 1-liter glass jars and 2-ounce plastic jars. Sample containers were prepared from the laboratory and certified sterile. In addition, for quality control, rinsate samples from the backhoe bucket, shovel and auger were collected in 500-ml plastic jars, and the rinsates were preserved with nitric acid. The soil samples were identified and shipped -overnight in an insulated cooler to Law Environmental National Laboratories in Pensacola, Florida for analysis. In the Laboratory, all the soil samples were extracted by the Toxicity Characteristic Leaching Procedure (TCLP). Attachment II includes the test data reports and chain of custody records for sample points S-1 through S-9. Samples S-1 through S-9 were analyzed for the eight TCLP metals (EPA Method 6010) and pH (EPA Method 150.1). Concentrations of barium, cadmium, lead, selenium, and silver were detected in the soil samples. However, this analysis indicates the soils are not classified hazardous based on criteria established by EPA or the State of North Carolina for the characterization of a hazardous waste by the TCLP. The average measured concentrations are: barium 0.497 ppm, cadmium 0.0003 ppm, lead 0.043 ppm, selenium 0.019 ppm, and silver 0.004 ppm. The measured concentrations were well below the North Carolina landfill maximum. The soil does not exhibit the characteristic of corrosivity because the representative soil pH (EPA Method 9045) is 8.8 and not aqueous or liquid. The representative soil sample pH of 8.8 is far below the corrosivity limit of 12.5. Attachment III is paint filter test results (Method 9095). The paint filter tests were performed by Law Engineering on January 14, 15, 17, 18, 1991. The paint filter tests were used to confirm that no free liquids were present in the representative samples of the excavation material. If free liquids were detected, the excavated soil would be dried on -site before transport to the sanitary landfill. —.ampion International Corporation Mr. Bill Hocutt Vovember 30, 1990 Page 3 If you have any questions or need additional information please contact me at 646-2252. Derric Brown Environmental Coordinator Canton Modernization Project attachments Champion Interr,iiionai Corporation Copy: Mr. Julian Foscue Western Area Supervisor NCDEHNR Solid Waste Section 310 E. Third Street Suite 200 Winston Salem, North Carolina 27106 Ms. Carolyn Merritt Manager Solid Waste Programs Champion International Corporation One Champion Plaza Stamford, Connecticut 06921 Mr. Jim Patterson Waste Management Specialist NCDEHNR Solid Waste Section Rt. 1 Box 179 Hayesville, North Carolina 28904 yr. Bill Stamey Town Manager, Canton P.O. Box 987 Canton, North Carolina 28716 :, ^:ron international Corporation DISTRIBUTION Project Team: Al Brossett Ted Crane Mike Dittman Carroll Jones Charles Mckinnish Canton: George Brown Liz Dickson Jim i�idd Ross Kilpatrick Stamford: Ed Clem Mary Lee Ransmeier WV •r �>t� • 11 i / i/ i 7. �� �. ,ice ^ O �+1�--, • '%Y 278-3/ • .-/! i // y!• '-!• .•_ / ;,. rt aawn Qi1 •� -ice''-,,/�/• ,Iy - „.,: i a i�R fib •�;•;_:` •"• _ \\ . iN •,. I .. • I • •° -� 0 � � psi '� hoa, __��•• `` � 'v:�:C A � . _ -�� .fir•• --• ' ; .I I A_j � , •'t -% } J-\ , r—'.`--�\ l:-�=1`��`'. ll. r', ,�'^ -mil - ✓�,', „ ��•," .-- Y:. _��.�_ ' ° ,.r- � ?=.�_-_ j. nis Ave en Atij w p1a0i ) field lJ. s" •.7i. -_ �s�/ /-) / 1� •, `_� — Arm ram' Swirnmi Do 9M LHT 17S \ `_ 1 \G�".9=�, • • r� j P(• v V n6 r:5galilMlgh Sch@Mlr-_ _ .-tee. �i� V --u) n } ) •—%'I 65 \ L_ Ile J. srw..dii;morlal Qh^• ��i ��%�. ,.�?�•'� SunTrYPO�At Gil (` qi%���"�I � C n� r LAW ENGINEERING REFERENCE: GREENVILLE, SOUTH CAROLINA USGS TOPOGRAPHIC MAP. CANTON, N.C. QUADRANGLE. 7.5 MINUTE SERIES. DATED 1967. SITE LOCATION MAP - APPROXMIAATE SCALE: 1" = 2000' CHAMPION NOTEF94ATIONAL CORP'ORKI CANTON. NORTH CAROLINA JOB NO. AVE-2620 I FIGURE 1 'HE RUNT MACHINE.INC. 'e 38036 o LEGEND 0 00 I � 0 -� GENERAL BOUNDARY OF Lc�' ou EXCAVATION AREA -.� fl �o O �0 APPROXIMATE LOCATION OF 0 SOIL SAMPLES ® J �I 0 see ..i 101 �f E2721 0 I AREA NO. 2 J AREA NO. 3 D AREA NO. 8 J h:Tl.11zAw :01 r,�, 1 SOIL PILE FROM AREA JNOI LL�o(4 SAMPLESi 1 AREA NO. 1 J 0, 00 OD 0 NUM i l O� `- AREA NO. 9 J i aaaaa 01 o O / O AREA NO. 4 Ilij a \\� ! O 00 O� r-, F7)1 r- AREA NO. / I 7 A I �k Q 0 30 100 200 APPROXIMATE SCALE IN FEET LAW ENGINEERING GREENVILLE, SOUTH CAROLINA SAMPLE LOCATION PLAN - AREAS 1-9 CANTON OPTIMIZATION PROJECT CHAMPION INTERNATIONAL CORPORATION CANTON, NORTH CAROLINA JOB NO: AVM-2717 I FIGURE: 2 ill^cr;inlernatwn< r::•,_ TABLE ESTIMATED EXCAVATION MATERIAL `iREAS L TIiROUGH 9 TABLE 1 EST MATED EXCAVATION MATERIAL AREAS 1 THROUGH 9 CANTON OPTIMIZATION PROJECT CHAMPION INTERNATIONAL CORPORATION CANTON, NORTH CAROLINA LAW ENGINEERING JOB NUMBER AVM-2717 ESTIMATED NUMBER OF SOIL SOIL SAMPLES AREA AREA VOLUME COLLECTED TO NUMBER DESCRIPTION (YARI}i FORM COMPOSITE 1 Hot and Warm 2,250 6 Water Tanks 2 No. 1 Fiberline 1,875 4 and No. 5 Bridge 3 Tanks East of 1,875 4 No. 2 Fiberline 4 Turpentine 2,250 5 Recovery 5 Cooling Tower 690 2 Filtered Water Pipe Bridge 6 Pipe Bridge 300 1 Tower No. 1 7 Lime Silo 675 2 and Slaker 8 Condensate 1,500 3 Only 2 samples Stripper and were collected Evaporator due to space Control Room limitations. 9 Oxygen Storage 634 2 TOTAL: 12,049 Cubic Yards ATTACHMENT i PROCEDURE AND CRITERIA FOR WASTE DETERMINATION t I'�1"• '�i l5 • ' S 1•�• 15 :ly 1. 11 I• I• •1'J.`'• I'�•i�. ojip This procedure w3.11 be used by the Solid Waste Marvxgemerrt Division to determii n,e whether a waste is (1) hazardous as defined by 15A NCAC 13B, 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, i xiustr-i a 7 and commercial wastes and sludges, and Publicly Owned Treatment Works Sludges. The Solid Waste Management Division reserves the right to request additional informati� or waive some of the requirements based an the type of waste if it deems necessary. The Division may also require some wastes to be treated or altered to render the wastes enviramnntally immobile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills must be noon --liquid which can be properly managed in accordance with the "Solid Waste Management Rules". APPROVAL TO DISPOSE OF THE WASTE SELL ALSO BE OHIAIINED FROM THE OWNER OR OPERATM OF TT-1E LANDFILL PRIOR TO DISPOSAL. The following information is required for an evaluation. Inccm>plete waste determination forms will be returned to the generator without review. An asterisk(*) denotes information required for Publicly Owned Treatment Works. A * GENERAL INFIORMTION 1. Name, TiII THANE NUMBER and mailing address of facility or person generating waste Champion International Corporation, (704) 646-2000 Mainstreet, P.O. Box C-10, Canton, NC 28716 2. Specific location of waste (i.e. SR. #, County, city, etc...) Champion International Corporation, Haywood County, Canton, N.C. 3. What is the waste? Excavated soil materials containing reinforced Concrete, wood and pipes. 4. What volume of disposal will there be? Approximately 12,050 cubic yards 5. What frequency of disposal will there be? Daily / 4-10-hour days 4 weeks 6. Explain either the manufac bring process or how the waste was generated. The zone(s) have been excavated for construction of new process equipment as listed in Table 1 of the attachment. B INFORMATION FOR HAZARDOUS (RCRA) DEI'IIWINA-TON (15A NCAC 13B .0006) 1. Is the waste listed tuner .0006(e) (i.e., 40 CPR 261.31 - 261.33)? If yes, list number. No *2. Does the waste exhibit any of the four characteristics as defined by .0006(d) (i.e., 40 CPR 261.21-261.24)? (Attach laboratory results for TC Toxicity, Faactivity, Ignitability, C1ornisivity.) No C INFUROXION FIOR IANDFILLIM ITION 1. Does the Waste Contain any haZardOus Waste constituents listed in .0006(e), Appendix VIII (i.e., 40 CPR 261, Appendix VIII)? If yes, what constituents and what Concentration? (Attach laboratory results) Weighted Average Barium 0.497, Cadmium 0.0003 ppm, Lead 0.043 ppm, Selenium 0.019 ppm, and Silver 0.004 ppm 2. What other canstit"tts are present and in what concentration? (Attach laboratory results) Soil reinforced concrete, wood, and pipes. The waste contains no liquid fraction. 3. Will the handling and disposal of this waste create dust aniions which may cause a health hazard or nuisance to landfill personnel. No *4. Does the waste pass the "paint filter" test for free liquids (Method 9095 in S.W. 846)? (Attach laboratory results) No free liquids, results attached. *5. rich solid waste management facility is the request for (name of landfill and permit number, incinerator, etc...)? Town of Canton Landfill, Permit No 44-04 *6. Specify how the waste will be delivered — in bulk or containers (i.e. barrels, bags, etc.) 10 Cubic yard dumptrucks ATTACHMENT II LAW ENVIRONMENTAL NATIONAL LABORATORIES `."EST DATA REPORT Law Environmental, Inc. Pensacola Branch 7215 Pine Forest Road Pensacola, Florida 32526 January 9, 1991 Mr. Mark Preddy Law Engineering, Inc. Four Interchange Blvd. Greenviiie, SC 29607 Cit.#12024 Proj.# AVM-2717 Dear Mr. Preddy: Below are results of analysis of 14 on December 26, 1990: JAN 1 LAW ENGINEERING GREENVILLE. %J.C. samples received for examination Location code: CRAM Loc. Desc.: Backhoe Rinsate LAB I.D. AA04812 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 11:07 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. W. EPA 1311 done Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 73 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 1.0 Silver ------------------------------------------------------------------------ ug/L Not Det 2.0 Location code: CRAM Loc. Desc.: Area 9 LAB I.D. AA04813 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 11:15 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Mr. Mark Preddy Page: 2 January 9, 1991 Sample AA04813 (continued) ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER ------------------------------------------------------------------------ RESULT LIMIT Multicomponent analysis: 2310-LDRL Metals EPA 60-10 Arsenic ug/L Not Det 1.0 Barium ug/L 189 2.0 Cadmium ug/L 5 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 -Selenium ug/L 41 1.0 Silver ug/L 10 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 12.04 Location code: CRAM Loc. Desc.: Area 1 LAB I.D. AA04814 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 12:00 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 124 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L 44 1.0 Silver ug/L 6 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 10.58 Location code: CRAM Loc. Desc.: Auger Rinsate LAB I.D. AA04815 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 12:20 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT - - - -- 2310-LDRL Ext. Met. W. EPA 1311 done Mr. Mark Preddy Page: 3 January 9, 1991 Sample AA04815 (continued) Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 9 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 1.0 - Silver ------------------------------------------------------------------------ ug/L Not Det 2.0 Location code: CRAM Loc. Desc.: Area 5 LAB-I.D. AA04816 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 12:30 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 366 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L 35 1.0 Silver ug/L 3 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 6.78 Location code: CHAM Loc. Desc.: Area 6 LAB I.D. AA04817 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 12:45 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Mr. Mark Preddy Page: 4 January 9, 1991 Sample AA04817 (continued) Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 1145 2.0 .Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L 208 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 1.0 Silver ug/L Not Det 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 7.68 Location code: CRAM Loc. Desc.: Shovel Rinsate LAB I.D. AA04818 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 13:25 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. W. EPA 1311 done Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L it 2.0 Cadmium ug/L 4 4.0 Chromium ug/L Not Det 3.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 1.0 Silver ------------------------------------------------------------------------ ug/L Not Det 2.0 Location code: CRAM Loc. Desc.: Area 3 LAB I.D. AA04819 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 13:40 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Mr. Mark Preddy Page: 5 January 9, 1991 Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 840 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L 41 1.0 Silver ug/L 8 2.0 2310-pH by Method 150.1 ------------------------------------------------------------------------ Water units 2-12 9.18 Location code: CRAM Loc. Desc.: Area 2 LAB I.D. AA04820 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection.Time: 13:50 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 682 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L 2.43 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 1.0 Silver ug/L Not Det 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 8.01 Location code: CRAM Loc. Desc.: Area 8 LAB I.D. AA04821 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 14:45 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL E'xt. Met. S. EPA 1311 done Mr. Mark Preddy Page: 6 January 9, 1991 Sample AA04821 (continued) Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 242 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 - -- - - - Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 1.0 Silver ug/L 5 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 8.66 Location code: CRAM Loc. Desc.: Area 7 LAB I.D. AA04822 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 15:40 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 420 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 42.0 Silver ug/L 3 2.0 2310-pH by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 8.78 Location code: CRAM Loc. Desc.: Area 4 LAB I.D. AA04823 P.O./Project No. AVM2717 Client No. 12024 Collection Date: 12/17/90 Collection Time: 16:00 Submittal Date: 12/26/90 Submittal Time: 09:46 Sample collector: D.D. ------------------------------------------------------------------------ TEST UNITS TEST DETECTION PARAMETER RESULT LIMIT 2310-LDRL Ext. Met. S. EPA 1311 done Mr. Mark Preddy Page: 7 January 9, 1991 Sample AA04823 (continued) Multicomponent analysis: 2310-LDRL Metals EPA 6010 Arsenic ug/L Not Det 1.0 Barium ug/L 662 2.0 Cadmium ug/L Not Det 4.0 Chromium ug/L Not Det 8.0 Lead ug/L Not Det 1.0 Mercury ug/L Not Det 0.2 Selenium ug/L Not Det 42.0 Silver ug/L 3 2.0 2310-pff by Method 150.1 Water ------------------------------------------------------------------------ units 2-12 7.96 Please advise should you have questions concerning these data. Respectfully submitted, ���M - �n A�,� `� -Txw I`f�� J* s M.G. Tucci, Operations Manager z _ I - J f.. \y\ \.���d\psi I .� • � - P,P io Jb Id�b \GO/'d� )/ Q U. Q is O a) W I- 0 z c i u LLI s� zp �'0 J Oh ® 1— O r- z a w J W -�� W p I 3; z o 3 O w Y Z v1 C I< J V W w O z < 3 F 3 H W J 13 N } m z a , 0 0 0 y W I W W p Z p l Z O< J p W Z a 4 W uOJa�<_ - - -- - -_ -_ IZO ] IF ca ] a F ¢mmZOIu m Z H Z r1 u w w I? - O WMu ir S2i3NI 11d1101jO ON c�i I IL O W Q1L Z Q VILL O �- izl} Z `. 'i m V �J Lr i W W _ v ze Ia-co¢ omCC�rcl-I •80co I I zazo"T '`T F a v �++ zo a:a• rn z aanosl W Lo a Q N WCM W G• Z W , III F' z V W W J w J w r, ,. V O _ 0 I ze 'I��► d VIrf W C ~ i I < s z O V a i F I � � I— O ¢ I a � m I Q I o J i m Z p w w i Z i a , LLI l ] a} O i F Q z — a w oN u x < w ,n 2 w I z a a O to I I u } I 3 m I i O p w i Z I W i } a w a w Z < Q (L I I Z o x I I W Z Z O a Z Z Q H ? 6 — Y. m � Q h W z O J m J - ol �o J W 0 b 4 �\ 01 a p W 1 lL p �... 'i✓j % U. a Q O I ' /6 O W CC i (t o Z N V !1! m ?� z OA O OJ O Za i SH3NIVINOO JO'ON ti l } Z a 10 -1viol t Z ` Q !1. IAZ O Z t- U o a 0 Z Z c0 N o N N Cl) J W t� a�CC IL c �°r-cno Cr Cj W 2 � LA— "JOO7 3ounosi =m Lu Z Q F Q /^ \ tit a C¢Nwo W U' W H 'dW07 5 JZr�a°,�. a evao ��1► Z - n +III U W Z W _. T n IL J CL W II''��► a. of 3 i W W IW J 3 W W Z n W . n G J z Z N < F FW- 3 O W = N Z i H m v O W 42WWpzO O > Vf (! v) Y r _ Q O<— n W Z< U 7 O N W 0: I W O Z W U O J a 7 m 7 Z z N Y1 Z O I i- < F- J Q �; m Z O N z < O 'd U W O W > O W_•_, � r nn 0 >_ O� W Up V U, W I W \_ z 0: W W W Z W Z O a h L X 7 7 O v o I m 0 z z < m J J I 0 J w w r Z o W WI I z a = r w i a Ou r < F Q i .. Z 3 m O m n I� Zm 0 n a < W I_ W a w > >_ i r i W W O U U U K W W < w ^ a I w I W W I O U1 j U I j ►-�— 3 m W W OJ O J > w Z < W z cr J } a < O Z_ U W c9 x W z O Z a i n n W � Z z W Z r z 0 I N! I 13 71 - LA y = N Q m Y. Q z z W r W LA ... :,mojon international Corporation ATTACHMENT rII PAINT FILTER TEST RESULTS LAW ENGINEERING geotechnical, environmental & construction materials consultants 306 W.Ak. Haywood St., Suite 2 t Asheville, N.C. 28801 1-8�e (704) 252-8130 RECORD OF DAILY OBSERVATION Client: G p � Project: J a41 n t �� J �� :� t (y 10 n Date: Job No. A Vi1-1 !--%7 1 % Time Out Time on Job l0 Arrived at Job Travel Tim, - Departed Job Total Charged Time ) 0 Mileage ,via. V-,Z- r j1 ec.4� r��ciq+� 5 ,k ` ti�frdrm�q A % ° C1. t.t � S �F � � l ����+`� �� � 1"'f � � �=; `�er �-e s t s � r1 l j, `. r'e ry A �' .S 1 � u �� of t / j {) e r r o T' " e— `-1 t�C. L C0V- ( c,lAC l' UV / �p'rIADc1 C t-J �.P A Test S"4 6 �mk C.�(�I) e:r Lo,�Qle��o,, �'1.v,P. �ee �rt/��2 r Sh-� Leni"rac for P1f mmco .5 fir =► � /� 41n Respectfully Submitted, LAW ENGINEERING ^���,� Reviewed By: LAW ENGINEERING geotechnical, environmental & construction materials consultants 306 W. Haywood St., Suite 2.jAk -i Asheville, N.C. 28801 (704) 252-8130 RECORD OF DAILY OBSERVATION Client: ✓l ek ^-1 t o ej Project: I �� !'L1 e d Q r r\ t o1 � 10 fl Date: Job No. VA - c� Time Out Time on Job Arrived at Job f Travel Time Departed Job ? Total Charged Time Mileage e >s f 0 r'-� e_rl st G k V) T rh 1) r' V) C- Ot ;� eP �P S 1 ,S o e `• I C. r vine Gl ; \n A C c. c, f-A i C'e 1 w , A 1� L/ Q 10 �9 r . A. i tic gw�4,,Q� �,^MPie��0A ��v.�' r�ee k/; 2r ��� _(,r,T�c (Tor 0 ►v a� 10=1 L S, tir .l, Respectfully Submitted, LA ENG,1 E <ING—(,?(1 Reviewed By: 11 LAW ENGINEERING geotecnnicai, environmental & construction materials consultants 306 W. Haywood St., Suite 2 ! Asheville, N.C. 28801 (704) 252-8130 RECORD OF DAILY OBSERVATION Client: �-'� art v� Project: I x n 4 �l Q �11 Z <<.1' i e Date: Job No. Time Out Arrived at Job — Departed Job Time on Job Travel Time Total Charged Time 10 M i I eage y- 19 - r e S' Y) C i re w a r e t_ r ti' u C c o f a n c 0 .n QIe �io ., +r" e. ree r Respectfully Submitted, LAW�NG(NEERING ` Reviewed By: I LAW ENGINEERING geotechnical, environmental & construction materials consultants 306 W. Haywood St., Suite 2 Asheville, N.C. 28801 (704) 252-8130 RECORD OF DAILY OBSERVATION Client: VA Project: A e 'r Vx 1 z A �J'o Y) Date: 2- —7 0 Job No. V.271 ­7 Time Out .— Arrived at Job Departed Job -7 Time on Job Travel Time Total Charged Time Mileage I T It (A k, Test art rti— C r 'v C LA r CVA '7\,v, P t VT -e e y fl t C Respectfully Submitted, LAW_NGIN�ERING on Reviewed BY: - 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 6, 1991 r. Ro ert Derric Brown CMP Environmental Coordinator Champion International Corporation P.O. Box C-10 Canton, NC 28716 William L. Meyer Director Subject: One Time Disposal of Approximately 12,000 Yd3 of Excavated Soil Containing Concrete, Wood and Pipes at the Town of Canton Landfill, (Permit #44-04). Dear Mr. Brown: The Solid Waste Management Division has received a request for characterization of the subject waste. Based upon the submitted information, the waste appears to be non -hazardous. The Solid Waste Management Divis on has no obje5tion to the subject soil being added to the 15,000 Yd and 10,000 Yd approved for disposal at the targeted landfill on 10/15/90 and 12/11/90 respectively. Disposal shall be in accordance with the conditions listed below: 1. The owner/operator of the landfill approves the disposal. 2. Disposal is to be done following the recommendations of the 9/26/90 short term report issued by Law Engineering including: (a) Flatten and tract with dozer waste slopes to a 2.5H:1V (horizontal to vertical slope). (b) Construct a rainfall run-on diversion ditch or berm (asphalt curbing or soil) at the top of the waste pile along the entrance road. (c) Construct a leachate collection toe drain as illustrated on Figure 1. (d) Construct a.leachate collection basin as illustrated on Figure 2. (e) Place a 12" compacted soul layer on waste slope and top. (f) Grade top of waste pile to enhance runoff. (g) Grass slopes as soon as possible. An Equal Opportunity Affirmative Action Employer Mr. Robert Derric Brown February 6, 1991 Page 2 3. Champion will monitor the leachate retention basin twice monthly for at least three months following the date of this letter to observe if seepage occurs and to measure the pH of such seepage. 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 Solid Waste Section has reviewed the findings and assumptions which are made by Law Engineering in their December 18, 1990 long term impact report. We agree that these criteria are reasonablei. This report was issued after studying only the initial 15,000 Yd of (caustic contaminated) soil which was laced in the landfill. Data supplied on the subsequent 10,000 Yd and this subject 12,000 Yd analyze to have lower pH than the initial material and should therefore be well within the dilutions (buffering) predictions of Law Engineering's impact report. Failure to meet these above conditions may result in revocation of this approval, and subsequently, an administrative penalty. If you have further questions or comments concerning this matter, please contact this office at (919) 733-0692. Sincerely, William R. Hocutt Waste Determination Coordinator Solid Waste Section cc: /Jim Patterson Julian Foscue Leo Clayton - _, --.:tape`:•.r'.-, _.. Y1' • ' • •�1' r• ••• 1 J• •• 11 ► 1• Fe., I• t+9 1 DZO oil•- �• 11 I• Y9 • This procedure will be used by the Solid Waste Management Division to determine whether a waste is (1) hazardous as defined by 15A NCAC 1.3B, 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. 2n 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 some wastes to be treated or altered to raider 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 Niles". APPROVAL TO DISPOSE OF Tim WASTE SIMIL ALSO BE OBTAINED FILM THE OWNER OR OPERATOR OF T[iE LM)FIId. PRIOR TO DISPOSAL. The following information is required for an evaluation. Incomplete waste deterM i Mti a 1 forms will be retuned to the genezator without review. An asterisk (* ) denotes information required for Publicly Owned Treatment Works. A * GENERAL INFORMATION 1. Name, `ITlMIME NUMBER and mailing address of facility or person generating waste Champion International Corporation, 704 646-2000 Nainstreet, P.O. Box C-10, Canton, NC 28716 2. Specific location of waste (i.e. SR. y, county, city, etc...) Champion international Corporation, Haywood Countv, Canton, N.C. 3. W11at is the waste? Excavated soil materials containing reinforced Concrete, wood and pipes. 4. Riat volume of disposal will there be? Approximately 12,050 cubic yards 5. Wrot frequency of disposal will there be? Daily / 4-10-hour days 4 weeks 6. Explain either the manufacturing process or how the waste was generated. The zone(s) have been excavated for construction of new process equipment as listed in Table I. of the attachment. B INF 'ION MR EWJUUMS (RCRA) DEITUNI ATION (15A NCAC 13B .0006) 1. Is the waste listed under .0006(e) (i.e., 40 CIR 261.31 — 261.33)r If yes, list number. No *2. Does the waste extubit any of the four characteristics as defined by .0006(d) (i.e., 40 CIR 261.21-261.24)? (Attach laboratory results for TC Toxicity, ReacItivity, Ignitability, ourr sivity.) No C IlNFUMMON FOR IANDFILLING DErEPMENATION 1. Does the waste contain any hazardous waste constituents listed in .0006(e), Appendix VIII (i.e., 40 CIR 261, Appendix VIII)? If yes, what constituents and what conoentration? (Attach laboratory results) Weighted Average Barium 0.497, Cadmium 0.0003 ppm, Lead 0.043 ppm, Selenium 0.019 ppm, and Silver 0.004 ppm 2. i^dhat other constituents are present and in what tration? (Attach laboratory results) Soil reinforced concrete, wood, and pipes. The waste contains no liquid fraction. 3. Will the handlirjj and disposal of this waste create dust emissions which may cause a health hazard or nuisance to landfill personnel. No *4. Does the waste pass the "paint filter" test for free liquids (Method 9095 in S.W. 846)? (Attach laboratory results) No free liquids, results attached. *5. Hdhidh solid waste management facility is the request for (name of landfill and permit number, incinerator, etc...)? Town of Canton Landfill, Permit No 44-04 *6. Specify how the waste will be delivered - in bulk or containers (i.e. barrels, bags, etc.) 10 Cubic yard dumptrucks x.-, a{--,!?Nwt+,�ht�t+R.wy.�...,...^w+-..eyr.�e..h,rryy: •.-. ... r ..,... .. ... Fbllewirq are the mwdm= leachable ('map) ccntamnination levels and pH for solid waste disposal in N.C. ta.i 7ls. - primary N.C. ddnkinl water and Federal hazardous limits are m rluded far amnpw-m ct. Chemical analysis is re pureed at detection limits Permitting assessment at or below the maximm landfill levels. Individual PH values must be >2.0 and <12.5; average values accepted are normally 4.0 - 10.0 The gaierator is responsible to determine if their waste meets N.C. landfill acceptable levels. Analysis for herbicides, pesticides and organics MST BE PERi'�D WHENEVER IQXW J= OF TM WASTE MAKES 'IMM POMENCE A P06SIBIII'I'Y. Leasable metals must always be determined. IrxP M if any questions exist on i rtzrpretatioln. METUA AK%XIC Omani CAUUM 0 WOMU 1 1PM MNA "M laamnx I rWR[ 1M 11117JIt OM 5.0 100.0 1.0 5.0 5.0 0.2 1.0 5.0 WC mnoaNC NC Landrill -.(gR1� ._tn9lL _ 0.05 0.50 1.00 10.00 0.01 0.10 0.05 0.50 0.05 0.50 0.002 0.02 0.01 0.10 0.05 0.50 00aaYM 0.03 - 0.003 FMIIN 0.02 0.0002 0.002 111T1 OUR 0.008 - 0.0008 LlHMW.. 0.40 0.004 0.04 MVI1DXYCIUM 10.00 0.10 1.00 'IOX%RWNE 0.50 0.005 0.05 2,4-0 10.00 0.10 1.00 2,4 5-W SILM 1.00 0.01 0.10 a_rjWIQ [IFN'/UW. 0.5 0.005 0.05 CAMUN TMAOQLRM 0.5 0.005 0.05 011»fMMi2a 100.0 - 10 Cl UJUM 1♦a1 6.0 - 0.60 0-3*ML 200.0 - 20 M-43&NOL 200.0 - 20 11-001ML 200.0 - 2.0 1,4 DIC]I[a101i+ "W. 7.5 0.075 0.75 1,2 010IlaMM W . 0.5 0.005 0.05 1,1 DImna4'1k111YI1•NE 0.7 0.W1 0.07 2.4 O1N1'IWIU11fl-NL? 0.13 - 0.013 1n701OUIUM ONE 0.13 - 0.013 IIP71AOMa*>-1, 3-funu I m 0.5 - 0.05 I I MIMO I M iWIIIAW 3.0 - 0.30' MI 1HYL F.IIFYL KCIUNE 200.0 - 20 NI'l1nIlFN -1w. 2.0 - 0.20 I tNVAO ROXXIMPM 100.0 - 10 I'MM. 5.0 - 0.50 1IFI1010flarx flrY im 0.7 - 0.07 '111101IMM11YU-M 0.5 0.005 0.05 2,4,5'IRImI1aj[NI;2M 400.0 - 40 2,4,fi-gUICHUXJ jML 2.0 - 0.20 VDM c3dMIDE 0.2 0.002 0.02 "I hereby certify that the information �t ed in regard to (name of waste) .)its tnle and correct to the best of my knowledge and belief . ,, (print name) Derric Brown (Signature) (title) Environmental Coordinator (date) January 21, 1991 All questions concerning this "Procedure" should bedi meted to the Solid Waste Section at (919) 733-0692. An-c;aler specific questions in space provided. Attach additional sheets if necessary. Complete all information, sign, and submit to: Solid Waste Mkt Division; Solid Waste Section P.O. Boot 27687; Raleigh, NC 27611 Attn: Waste Determination DEHNR Fbrm 3151 SWS MV. 11/7/90 Capital Projects Office 23',2 Church Street P.O. Box 1489 Canton, North Carolina 28716 Telephone: 704 646-2733 Fax: 704 646-2275 V Champion Champion International Corporation June 25, 1991 Mr. Bill Hocutt Solid Waste Management Division Solid Waste Section P.O. Box 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Hocutt: Attached is information concerning excavated soil at Champion International Corporation's Canton Mill. The information includes the State of North Carolina Procedure and Criteria for Waste Determination, and Law Engineering's laboratory test data reports for excavated soil in Areas 10-12. On May 24, 1991 I received verbal approval from you to dispose of this material in the Canton Municipal Landfill. The excavations are required in preparation for construction of structural foundation elements as part of the Canton Modernization Project. Pile cap construction is anticipated to require excavations ranging from 3 to 10 feet below the existing ground surface. The attached Table provides a description of each area, the estimated soil volume, and the number of samples collected to form the composite. Champion has conducted extensive testing of this material. Law Engineering sampled the soil in Areas 10 and 11 on May 1, and Area 12 on May 9, 1991. The following details summarize this assessment. Figure 1 is a site location map of Champion's Canton Mill. Ten test pits were excavated in randomly distributed locations across the areas as shown in Figure 2. Soil was sampled with either a backhoe or shovel. Each of these sampling tools were steam cleaned prior to sampling each area to prevent cross contamination. A soil sampling excavation was made for approximately every 500 cubic yards of soil to be removed from each area. However, only six excavations were performed in Area 11. Soil was then composited from each excavation and thoroughly mixed to yield one composite sample for each area. Mr. Bill Hocutt June 25, 1991 Page 2 Soil samples were collected in glass and plastic jars. Sample containers were prepared from the laboratory and certified sterile. In addition, for quality control, rinsate samples from the backhoe bucket, and one of the sampling utensils were collected and analyzed. The soil samples were identified and shipped overnight in an insulated cooler to Law Environmental National Laboratories in Kennesaw, Georgia for analysis. In the Laboratory, all the soil samples were extracted by the Toxicity Characteristic Leaching Procedure (TCLP). Attachment II includes the test data reports and chain of custody records for the sample points. The samples were analyzed for the eight TCLP metals and pH. Concentrations of arsenic, barium, and lead were detected in the soil samples. However, this analysis indicates the soils are not classified hazardous based on criteria established by EPA or the State of North Carolina for the characterization of a hazardous waste by the TCLP. The measured concentrations are: Area 10 arsenic 8 ppb, barium 1.2 ppm, and lead 12 ppb., Area 11 barium 1.1 ppm, Area 12 barium 1.0 ppm. The measured concentrations are well below the North Carolina landfill maximum. The soil does not exhibit the characteristic of corrosivity because the representative soil pH (EPA Method 9045) is: Area 10 - 8.4, Area 11 - 7.9, and Area 12 - 8.3, and not aqueous or liquid. The representative soil sample pH is far below the corrosivity limit of 12.5. As always, if free liquids are detected, the excavated soil is dried on - site before transport to the sanitary landfill. If you have any questions or need additional information please contact me at 646-2252. Derric Brown Environmental Coordinator Canton Modernization Project attachments Copy: Mr. Julian Foscue III Western Area Supervisor 310E. Third Street Suite 200 Winton Salem, North Carolina 27106 Mr. Ed Clem Vice -President - Environmental Quality Champion International Corporation One Champion Plaza Stamford, Connecticut 06921 Mr. James E. Patterson Rt. 1 Box 179 Hayesville, North Carolina 28904 DISTRIBUTION Project Team: Al Brossett Ted Crane Mike Dittman Carroll Jones Canton: Dave Boni -stall George Brown Liz Dickson Bill Freuler Jim Kidd Ross Kilpatrick SIL — „ i.rl � i r I � �, ✓ _ __ -rtn •� _.^�„�, ,�• IMF REFERENCE: USGS TOPOGRAPHIC MAP, CANTON. N.C. QUADRANGLE 7.5 lM*dJTE SERIES. DATED 1967. APPROXIMATE SCALE: 1• = 2OW ,� ..Temu 00 F-1001 z > Z 0 m 0 M 4 11 L, v. v C r I- lei L��. TABLE ESTIMATED EXCAVATION MATERIAL AREAS 10 THROUGH 12 TABLE ESTIMATED EXCAVATION MATERIAL AREAS 10 THROUGH 12 CANTON MODERNIZATION PROJECT CHAMPION INTERNATIONAL CORPORATION { ESTIMATED NUMBER OF SOIL SOIL SAMPLES AREA AREA VOLUME COLLECTED TO NUMBER DESCRIPTION YARDS FORM COMPOSITE 10 Condensate 1,000 2 Tank 11 48" Water Line 4,000 6 12 Decaerator Tanks 1,000 2 Total 6,000 Cubic Yards ATTACHMENT I PROCEDURE AND CRITERIA FOR WASTE DETERMINATION `• 1• I• �• r I• !!D ID • `•P I DR. PIX D • This procedure will be used by the Solid Waste Managemmt Division to determine whether a waste is (1) hazardous as defined by 15A NC AC 13B, and (2) suitable for disposal at a solid waste management facility. Mie types of wa—st= that will be evaluated by this procedure are primarily, but not exclusively, nxiustrial and crimprr_ial wastes and slue, and Publicly Owned Treatment Works Sludges. The Solid Waste Management Division reserves the right to request additional information or waive score of the requirum_nts based on the type of waste if it deems necessary. The Division may also require some wastes to be treated or altered to render the wastes erwi ronmenta l l y immobile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills must be non -liquid which can be properly managed in accardarx3e with the "Solid Waste Riles". APPROVAL TO DISPCM OF THE WASTE SHALL ALSO BE OBTAIN F%;M THE OWNER OR OPERAWR OF TiiE LANDFILL PRIOR TO DISPOSAL. Tire following information is required for an evaluation. Incomplete waste detexmination forms will be returned to the generator without review. An asterisk(*) dffKtes information required for Publicly Owned Treatment Works. A * GENERAL INFCRRATION 1. Name, TEITIIIONE NUMBER and mailing address of facility or person generating waste Champion International Corporation, 704) Mainstreet,_ P.O._ Box C-10_•i Canton, N.C. 28716 2. Specific location of waste (i.e. SR. #, county, city, etc...) Champion International Corporation, Haywood County, Canton, N.C. 3. What is the waste? Excavated soil materials containing reinforced concrete, wood and pipes. 4. What volume of disposal will there be? Approximately 6,000 cubic yards 5. What frequency of disposal will there be? Daily 4-10 hour days 6. Explain eithex the manufacturing process or haw the waste was generated. The zones have been excavated for construction of new process equipment. B INFIMIATION FOR HAZARDOUS (RCRA) DEMNMMON (15A NCAC 13B .0006) 1. Is the waste listed under .0006(e) (i.e., 40 CFR 261.31 - 261.33)? If yes, list number. No *2. Does the waste exhibit any of the four characteristics as defined by .0006(d) 40 CFR 261.21-261.24)? (Attach laboratory results for TC Toxicity, Reactivity, Ignitability, Corrosivity.) No C INFORMATION FOR 1ANDFILLING 14INATION 1. Does the waste contain any hazardous waste constituents listed in .0006(e), Apperxix VIII (i.e., 40 CFR 261, Appendix VIII)? If yes, what constituents and what concentration? (Attach laboratory results) Area 10 Arsenic 8 ppb, barium 1.2 ppm lead 12 ppb, Area 11 barium 1.1 ppm, Area 12 1.0 ppm. 2. What other constituents are present and in what concentration? (Attach laboratory results) Soil reinforced concrete, wood and pipes. The waste contains no liquid fraction. 3. Will the handling and disposal of this waste create dust emi J which may cause a health hazard or nuisance to landfill personnel. No *4. Does the waste pass the "paint filter" test for free liquids (Method 9095 in S.W. 846)? (Attach laboratory results) No free liquids *5. Mach solid waste management facility is the request for (name of landfill and pereit number, incinerator, etC... )? Town of Canton Landfill, Permit No. 44-04 *6. Specify how the waste will be delivered - in bulk or containers (i.e. barrels, bags, etc.) 10 Cubic yard dumptrucks ATTACHMENT II LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/17/91 Page 1 Lab Number : 91-8636-01 Project No. : AVM-2717 Project Name : CHAMPION Manager: GEORGE MAALOUF Station ID AREA # 10 Matrix SO Type COMP Collector GM Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time 05/01/91 13:00 Received Date/Time 05/02/91 09:50 Received From/By GM/SE Chain of Custody 3129 Number of Containers 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- pH EPA 9045 units 2-12 8.4 05/04/91 OR -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 mg/1 0.005 0.008 05/14/91 KE Barium, TCLP EPA 6010 mg/1 0.1 1.2 05/08/91 DCE Cadmium, TCLP EPA 7131 mg/1 0.002 ND 05/09/91 DCE Chromium, TCLP EPA 7191 mg/l 0.005 ND 05/10/91 DCE Lead, TCLP EPA 7421 mg/l 0.005 0.012 05/10/91 KE Mercury, TCLP EPA 7470 mg/1 0.0005 ND 05/14/91 HH Selenium, TCLP EPA 7740 mg/1 0.005 ND 05/10/91 KE Silver, TCLP EPA 7761 mg/l 0.010 ND 05/09/91 DCE --- SERIES 35000 Total Metals Prep: Aqueous ICP EPA 3010 N/A 05/07/91 HH Total Metals Prep: Aqueous Furnace EPA 3020 N/A 05/07/91 BS Total Metals Prep: Aqueous, Hg EPA 7470 N/A 05/13/91 HH TCLP EXTRACTION EPA 1311 N/A 05/06/91 BS Signed !/�� LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/17/91 Page 1 Lab Number : 91-8636-03 Project No. : AVM-2717 Project Name : CHAMPION Manager: GEORGE MAALOUF Station ID AREA 0 11 Matrix SO Type COMP Collector GM Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time : 05/01/91 15:00 Received Date/Time : 05/02/91 09:50 Received From/By : GM/SE Chain of Custody : 3129 Number of Containers : 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- pH EPA 9045 units 2-12 7.9 05/04/91 OR -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 mg/l 0.005 ND 05/14/91 KE Barium, TCLP EPA 6010 mg/1 0.1 1.1 05/08/91 DCE Cadmium, TCLP EPA 7131 mg/l 0.002 ND 05/09/91 DCE Chromium, TCLP EPA 7191 mg/l 0.005 ND 05/10/91 DCE Lead, TCLP EPA 7421 mg/l 0.005 ND 05/10/91 KE Mercury, TCLP EPA 7470 mg/l 0.0005 ND 05/14/91 HH Selenium, TCLP EPA 7740 mg/l 0.005 ND 05/10/91 KE Silver, TCLP EPA 7761 mg/l 0.010 ND 05/09/91 KE --- SERIES 35000 Total Metals Prep: Aqueous ICP EPA 3010 N/A 05/07/91 HH Total Metals Prep: Aqueous Furnace EPA 3020 N/A 05/07/91 BS Total Metals Prep: Aqueous, Hg EPA 7470 N/A 05/13/91 HH TCLP EXTRACTION EPA 1311 N/A 05/06/91 BS le S igned C� " ' 1 ! `✓ LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/17/91 Page 1 --- Project Information --- Lab Number : 91-8636-02 Project No. : AVM-2717 Cust. No. Project Name : CHAMPION Manager: GEORGE MAALOUF --- Sample Information --- Station ID : RINSATE Sampled Date/Time 05/01/91 13:10 Matrix : W Received Date/Time 05/02/91 09:50 Type : GRAB Received From/By GM/SE Collector : GM Chain of Custody 3129 Number of Containers 4 Remarks : --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 mg/1 0.005 ND 05/14/91 KE Barium, TCLP EPA 6010 mg/l 0.1 ND 05/08/91 DCE Cadmium, TCLP EPA 7131 mg/1 0.002 ND 05/09/91 DCE Chromium, TCLP EPA 7191 mg/1 0.005 ND 05/10/91 DCE Lead, TCLP EPA 7421 mg/1 0.005 ND 05/10/91 KE Mercury, TCLP EPA 7470 mg/1 0.0005 ND 05/14/91 HH Selenium, TCLP EPA 7740 mg/1 0.005 ND 05/10/91 KE Silver, TCLP EPA 7761 mg/l 0.010 ND 05/09/91 DCE --- SERIES 35000 Total Metals Prep: Aqueous ICP EPA 3010 N/A 05/07/91 HH Total Metals Prep: Aqueous Furnace EPA 3020 N/A 05/07/91 BS Total Metals Prep: Aqueous, Hg EPA 7470 N/A 05/13/91 HH TCLP EXTRACTION EPA 1311 N/A 05/06/91 BS Signed �' Lx0 cc O w j OI F c U LL O z a- U O i I w�� Z Q w w J I v I I I �!w t ° BIZ 0 1� ni j ! I m v > -O �o ¢ v'Lj�a c- ✓b I w o ¢i SOS, MD�� I 0 Lj-Q O e � �i%yJ� - d w LU W LLj �` �10 ul • `l ��\1 z cn 6��J� y��6 "a rr uj co O � 06 P Z i z m w a ¢ 0 Sa3NIV1NOO ow J0 ON �V101 a z rn z cr of z cc �j w ;-1 m v z w >_ G a cn ¢ w U V 1 J u ICL n ~ o c. N \ S o l w o' L cD 0 1 L M � � W w O U � V z p U-j w w cc W w� z U W m w ^ I w w a a < ¢ LlJ W Q ~ Z Q wawcn = a a L 3 Ow Lu Z 0 Z 0 O al U w Q L a u Z O zO=cn=zz u fL 3 J W O z �1 J 30wJ v �Zocn > LU O ¢ J 0 cc w U O -1 (r a: u) u) J OCC Qov m O -j Q J om z 0 w w 2 z a a = F- w W li CL <° o}• w a LU m EL < ttP O cn 3m O o 9' w z r c z °C } a ZOO � Y o ;7- LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/22/91 Page 1 Lab Number : 91-8712-01 Project No. : AVM-2717 Project Name : CHAMPION Manager: GEORGE MAALOUF Station ID AREA 12 Matrix SO Type COMP Collector AA Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time 05/08/91 15:30 Received Date/Time 05/09/91 10:50 Received From/By AA/SE Chain of Custody 4451 Number of Containers c 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- pH EPA 9045 units 2-12 8.3 05/22/91 KWH -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 Barium, TCLP EPA 6010 Cadmium, TCLP EPA 7131 Chromium, TCLP EPA 7191 Lead, TCLP EPA 7421 Mercury, TCLP EPA 7470 Selenium, TCLP EPA 7740 Silver, TCLP EPA 7761 --- SERIES 35000 Total Metals Prep: Aqueous ICP Total Metals Prep: Aqueous Furnace Total Metals Prep: Aqueous, Hg TCLP EXTRACTION --- SERIES 37000 Composite mg/1 0.005 ND 05/16/91 KE mg/1 0.1 1.0 05/17/91 DCE mg/1 0.002 ND 05/15/91 DCE mg/1 0.005 ND 05/16/91 DCE mg/1 0.005 ND 05/16/91 KE mg/l 0.0005 ND 05/17/91 HH mg/1 0.005 ND 05/20/91 DCE mg/1 0.010 ND 05/15/91 DCE EPA 3010 N/A 05/14/91 HH EPA 3020 N/A 05/14/91 HH EPA 7470 N/A 05/16/91 HH EPA 1311 N/A 05/13/91 HH N/A 05/14/91 HH �% " $! L/� Signed C. LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/22/91 Page 1 Lab Number 91-8712-02 Project No. AVM-2717 Project Name CHAMPION Manager: GEORGE MAALOUF Station ID : RINSATE Matrix : W Type : GRAB Collector : AA Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time : 05/08/91 14:15 Received Date/Time : 05/09/91 10:50 Received From/By : AA/SE Chain of Custody : 4451 Number of Containers : 1 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 Barium, TCLP EPA 6010 Cadmium, TCLP EPA 7131 Chromium, TCLP EPA 7191 Lead, TCLP EPA 7421 Mercury, TCLP EPA 7470 Selenium, TCLP EPA 7740 Silver, TCLP EPA 7761 --- SERIES 35000 Total Metals Prep: Aqueous ICP Total Metals Prep: Aqueous Furnace Total Metals Prep: Aqueous, Hg TCLP EXTRACTION mg/1 0.005 ND 05/16/91 KE mg/1 0.1 ND 05/17/91 DCE mg/1 0.002 ND 05/15/91 DCE mg/1 0.005 ND 05/16/91 DCE mg/1 0.005 ND 05/16/91 KE mg/1 0.0005 ND 05/17/91 HH mg/l 0.005 ND 05/20/91 DCE mg/1 0.010 ND 05/15/91 DCE EPA 3010 N/A 05/14/91 HH EPA 3020 N/A 05/14/91 HH EPA 7470 N/A 05/16/91 HH EPA 1311 N/A 05/13/91 HH /M G ' Signed cc 0 ilk 0 0 LL 0 Z Q U z LU Z I W Q J ^ a: u Z i w :r< <-n q3��0 oc7Z0w - f1-T o � U YC: Q Q IoZNLCCz �IW S ►Zo=�z i D o - a o 1 U,, � -• I ru �1 ' m V I J I a 3 O �>° m o x to a Z H ¢ 3 O w y-Z_-vs 0W ww C y� d • > C7 O posy < J o O) ti Ji �� ? cWC a: u) I " z z c7 J W `Gb )� m LU _ d ^ 00 lGi�y�9�`LU w cr �� v Z � ���;°� lob �� kA iJy'B�?,y O 1 IZ cr-�6� b�7 ��! m cr O M ( m y/61 �i 2� oa J Q O J o> Z co Sa3NIViNOO J0 'ON 1V.LO ., I w O a w o ^ Q LL z ? ~ �J N !W I ? U) W 3 W CC \ < J >- z 2 O J �zJ'-1 U �' m d m w ..1, o W �% -� O sj w w o `I UQ w 1 w V I Q J a d Q 5 0 n 7 r J ta.L w ` O U O 2 �� r m �¢EE V 1 o t� Z� Oo W O Y O O C J }¢ v U cr W p ¢�� \� `�l `^ "lI z W M W M Z cc NJ a _ l� N Z a. O i. Oz . v wINN v U v' I r rw� ' �' ti �Z w Z w�V Q `z m, ave k k k z Z o, Z \� I �I i x Y Q 1` \� ` I `\ III p� U fa ¢ So W G Q Y STATE d uv ^^+u n 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 6, 1991 Mr. Robert Derric Brown CMP Environmental Coordinator Champion International Corporation P.O. Box C-10 Canton, NC 28716 William L. Meyer Director Subject: One Time Disposal of Approximately 12,000 Yd3 of Excavated Soil Containing Concrete, Wood and Pipes at the Town of Canton Landfill, (Permit #44-04). Dear Mr. Brown: The Solid Waste Management Division has received a request for characterization of the subject waste. Based upon the submitted information, the waste appears to be non -hazardous. The Solid Waste Management DivisPn has no obje5tion to the subject soil being added to the 15,000 Yd and 10,000 Yd approved for disposal at the targeted landfill on 10/15/90 and 12/11/90 respectively. Disposal shall be in accordance with the conditions listed below: 1. The owner/operator of the landfill approves the disposal. 2. Disposal is to be done following the recommendations of the 9/26/90 short term report issued by Law Engineering including: (a) Flatten and tract with dozer waste slopes to a 2.5H:1V (horizontal to vertical slope). (b) Construct a rainfall run-on diversion ditch or berm (asphalt curbing or soil) at the top of the waste pile along the entrance road. (c) Construct a leachate collection toe drain as illustrated on Figure 1. (d) Construct a leachate collection basin as illustrated on Figure 2. (e) Place a 12" compacted soul layer on waste slope and top. (f) Grade top of waste pile to enhance runoff. (g) Grass slopes as soon as possible. An Equal Opportunity Affirmative Action Employer Mr. Robert Derric Brown February 6, 1991 Page 2 3. Champion will monitor the leachate retention basin twice monthly for at least three months following the date of this letter to observe if seepage occurs and to measure the pH of such seepage. 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 Solid Waste Section has reviewed the findings and assumptions which are made by Law Engineering in their December 18, 1990 long term impact report. We agree that these criteria are reasonablei. This report was issued after studying only the initial 15,000 Yd of (caustic contaminated) soil which was laced in the landfill. Data supplied on the subsequent 10,000 Yd and this subject 12,000 Yd analyze to have lower pH than the initial material and should therefore be well within the dilutions (buffering) predictions of Law Engineering's impact report. Failure to meet these above conditions may result in revocation of this approval, and subsequently, an administrative penalty. If you have further questions or comments concerning this matter, please contact this office at (919) 733-0692. Sincerely, William R. Hocutt Waste Determination Coordinator Solid Waste Section cc: Jim Patterson x,cTul ian Foscue Leo Clayton Y• �' • ' • •obi •�• ',• 1 I• 1 !i •1•_• ID% /• 1• • 'J"* I•�•iD. • •.• rDit1 •1 1 •• of •'' t- wwbpqal h • This procedure will be used by the Solid Waste Management Division to detemu e whether a waste is (1) hazardous as defined by 15A NCAC 13B, and (2) suitable for disposal at a solid waste management facility. The types of wastes that will be evaluated by this procedure are prima_r 1 y, but not exclusively, i ndustr a l and rnrmrny al wastes and sludges, and Publicly Owned Treatment Works Sludges. `)e Solid Waste Management Division reserves the right to request additional information or waive some of the requirements based an the type of waste if it deems necessary. The Division may also require sane wastes to be treated or altered to render the wasters envirarmimtally immobile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills must be non -liquid which can be properly managed in aocardanoe with the "Solid Waste Management Rules" . APPfCVAL 10 DISPOSE OF TiE WA= SHAiL ALSO FE, 011rAIRM FF1CM THE OWNER OR OPERAZCIR OF 111E LANDFIIL 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 * GENERAL INFU[ad ITCN 1. Name, =4JONE N[JIIff2 and mailing address of facility or person generating waste Champion International Corporation, 104 646-2000 Nainstreet, P.O. Box C-10, Canton, NC 28716 2. Specific location of waste (i.e. SR. #, county, city, etc...) Champion International Corporation, Haywood Countv, Canton, N.C. 3. What is the waste? Excavated soil materials containing reinforced Concrete, wood and pipes. 4. What volume of disposal will there be? Approximately 12,050 cubic yards 5. What frequency of disposal will there be? Daily / 4-10-hour days 4 weeks 6. Explain either the manufacturing process or how the waste was generated. The zone(s) have been excavated for construction of new process equipment as listed in Table I. of the attachment. B D*MMTI0N FOR [WARDOUS (RCRA) DET'PJN1MTION (1.5A NCAC 13B .0006) 1. Is the waste listed under .0006(e) (i.e., 40 CFR 261.31 - 261.33)? If yes, list rumeber. No *2. Does the waste exhibit any of the four characteristics as defined by .0006(d) 40 CPR 261.21-261.24)? (Attach laboratory results for TC Taroicity, Reactivity, Ignitability, C1orr sivity.) No C INFUR69MON FUR IANDFIId.7NG MINATION 1. Does the waste contain any hazardous waste ccns-tituents listed in .0006(e), Appmx ix VIII (i.e., 40 CFR 261, Appendix VIII)? If yes, what constituents and what ccnoentration? (Attach laboratory results) Weighted Average Barium 0.497, Cadmium 0.0003 ppm, Lead 0.043 ppm, Selenium 0.019 ppm, and Silver 0.004 ppm 2. What other ccristituertts are present and in what concentration? (Attach laboratory results) Soil reinforced concrete, wood, and pipes. The waste contains no liquid fraction. 3. Will the handliM and disposal of this waste create dust emissions which may cage a health hazard or rn,; sane to landfill personnel. No *4. Does the waste pass the "paint filter" test for free liquids (Method 9095 in S.W. 846)? (Attach laboratory results) No free liquids, results attached. *5. Which solid waste management facility is the request for (name of landfill and permit number, incinerator, etc...)? Town of Canton Landfill, Permit No 44-04 *6. Specify how the waste will be delivered - in bulk or containers (i.e. barrels, bags, etc.) 10 Cubic vard dumptrucks Following g are the =dman leadable contamination levels and pff for solid waste divmsal ; in N.C. Landfills. l l a, ' - Primary N.C. azlrJdng water and Federal hazardous limits are irrluded for cagxwlson. chemical analysis is mitred at detection limits Pemitt M assessment at or below the maximnn landfill levels. Individual pH values mist be >2.0 and <12.5; average values accented are normally 4.0 - 10.0 The generator is responsible to determine if their waste sleets N.C. landfill aooentable levels. Analysis for herbicides, pesticides and organics MST BE pIItFmqu) WHENEVER K OWI= OF THE WASM MAKES Tf' M PRFSIIJCE A POSSIBILITY. Leachable metals must always be determined. Inquire r,F if any questions exist on interpretation. NC nRuaaNG NC Ljrdrill EM 19MAPI= my= ICI. IVJC l MMU rnazu ____LmtLl._._ Alk%XIC 5.0 0.05 0.50 IIARRM 100.0 1.00 10.00 CUMN 1.0 0.01 0.10 MCKUN 5.0 0.05 0.50 IPAD 5.0 005 0.50 MM�IY 0.2 0..002 0.02 .!-IO,MRN 1.0 0.01 0.10 -- _ S _- 5.0 0.05 - -50 0.50 l!FILCMM a; Ix'sriciDr's (I alamm 0.03 - 0.003 FMRIN 0.02 0.0002 0.002 Ill prm1I1R 0.008 - 0.0000 LINDANB 0.40 0.004 0.04 MVIIDJCYC39LR 10.00 0.10 1.00 'IUX%RIFNF. 0.50 0.005 0.05 2,4-0 to.00 0.10 1.00 2,4 5-M SnMM 1.00 0.01 0.10 grjw(z 11hNLMJK 0.5 0.005 0.05 CAMM '11''n1hQ0UMF 0.5 0.005 0.05 CII1"Ia8 MMQ: 100.0 - 10 clanwFU M 6.0 - 0.60 0-<3&ML 200.o - 20 M-(3*SDL 200.0 - 20 110*12 pL 200.0 - 20 1,4 DIC]IIIICIi+ MW. 7.5 0.075 0.75 1.2 oIC11I11 crnmNx 0.5 0.005 0.05 1,1 OIQ1Jn14*.-n1Y11•M: 0.7 0.W/ 0.07 2,4 DIN1'nIOMU I•NI: 0.13 - 0.013 100Ih UaCX➢•N/kNF. 0.13 - 0.013 I1p7/1M1I"o-1, 3-12MU M 0.5 - 0.0'.i 11PX Oaa40Fa11ANK 3.0 - 0.30, ME31M. MUM KVICM 200.0 - 20 Nrnuip2cfNR 2.0 - 0.20 I FN'rAC111rnDI1;a M 100.0 - 10 1' UDINP 5.0 - 0.50 '1F11rnQll11 X*.11M M 0.7 - 0.07 '111IQI1dOM11YEIM 0.5 0.005 U.05 2,4,5,+I111O1faCPIIFML 400.0 - 40 2,4.611RICHIMORMOL 2.0 - 0.20 VDM• QOb2IDE 0.2 0.002 0.02 "I hereby certify that the information submitted In regard to (name of waste) is true and correct to the best of my knowledge and belief." (print name) Derric Brown (signature) (title) Environmental Coordinator (date) January 21, 1991 All qiesti.cns oonaern this "Pure" should be directed to the Solid Waste Section at (919) 733-0692. Answer specific questions in spaae provided. Attach additional streets if necessary. Complete all information, sign, and submit to: Solid Waste Management Division; Solid waste Section P.O. Bcoc 27687; Raleigh, NC 27611 Attn: Waste Determination DEHNR Form 33-51 SWS REV. 11/7/90 gg d r ,ou J A± ��+N Wn1M vanw•i 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 L. Meyer William W. Cobey, Jr., Secretary February 12, 1991 Director Mr. Robert Derric Brown CMP Environmental Coordinator Champion International Corporation P.O. Box C-10 Canton, NC 28716 References: 1. October 15, 1990 Approval Letter for 15,000 Yd3 of Caustic Contaminated Soil to Remain at the Town of Canton Landfill (Permit #44-04). 2. December 11, 1990 Approval Letter for 10,000 Yd3 of Excavation Soil Containing Concrete, Wood and Pipes to be Disposed at the Town of Canton Landfill (Permit #44-04). 3. February 6, 1991 Approval Letter for 12,000 Yd 3 of Excavation Soil Containing Concrete, Wood and Pipes to be Disposed at the Town of Canton Landfill (Permit #44-04). Dear Mr. Brown: This letter is written for the purpose of amending the conditions of approval specified in Reference Letters 2. and 3. (above). The pH measurements on these later soils were lower than that on t}qe initial 15,000 Yd3 of caustic soil. Therefore, these 22,000 Yd (total) need not have the "toe drain and collection basin" requirement included in their disposal. The drain and basin are required for the caustic soil only. Following is a table summarizing your pH data on the three increments of soil: Approval Letter Da�e 10/15/90 12/11/90 2/6/91 Volume of Soil (Yd ) 15,000 10,000 12,000 No. of pH Measurements 10 21 9 Average pH 10.86 8.39 8.85 pH Range 9.1-12.5 6.8-12.3 6.8-12.0 An Equal Opportunity Aflirmadve Action Employer Mr. Robert Derric Brown February 12, 1991 Page 2 If you have any additional questions on the disposal of these soils, please call me at (919) 733-0692. Sincerely, William R. Hocutt Waste Determination Coordinator - — - - -- _ --- Solid Waste Section WRH/mj uu cc: ►'dames Patterson Julian Foscue Leo Clayton 411 STATE State of North Carolina I'D Department of Environment, Health, and Natur �; Division of Solid Waste Management P.O. Box 27687 - Raleigh, North Carolina 27611-7 James G. Martin, Governor William W. Cobey, Jr., Secretary Mr. Derric Brown Champion International Corp. Box C-10 Canton, NC 28716 Subject: One Time Disposal Contaminated with Landfill, (Permit Dear Mr. Brown: July 5, 1991 William L. Meyer Director of Approximately 14 Yd3 of Quarry Grit Epoxy Ester Filler at the Town of Canton #44-04). The Solid Waste Management Division has received a request for characterization of the subject waste. Based upon the submitted information, the waste appears to be non -hazardous. The Solid Waste Management Division has no objection to the sanitary landfill disposal of this waste, if in accordance with the conditions listed below: 1. The owner/operator of the landfill approves the disposal. 2. The waste contains no -free liquids. 3. The waste grit is to be utilized as "intermediate cover" at the landfill in an area at the site which is to receive additional waste in future routine disposal(s). 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. It is understood that the contaminated grit which exhibited 99 ppm total petroleum hydrocarbon (TPH) is to be devolatilized while on plastic for 4-6 weeks prior to delivery to the landfill. Although this waste is already sufficiently low in TPH for disposal on top of final cover at the landfill, it should be treated as described above to prepare it for eventually being buried. An Equal Opportunity Affirmative Action Employer Mr. Derric Brown July 5, 1991 Page 2 Failure to meet these conditions may result in revocation of this approval, and subsequently, an administrative penalty. If you have further questions or comments concerning this matter, please contact this office at (919) 733-0692. Sincerely, William R. Hocutt Waste Determination Coordinator Solid Waste Section cc: J es Patterson i ian Foscue Leo Clayton VIIC' !i► MI •1.' "1. 1� i ..lil .IM• (.. 1� / AID "11?A�I•,1L.J�. ''A 1 r, w ' 1 ► N 1 11 'V A A) 1/ '1yN � �,1� �,y his .p�,r..�.n,,aa=Lza will br. marl by t2y{,t:`ciI'l R-ua j-- b�)` u4em:-��y� �p�ivisiai .t-s�,�1,�&C muxie Wli ttui . aL Mo6.7*t i in `1) jul Frftlf.'I =--i cA:S Lk1f XA:1i �f J1 " hClJC 1.313, M-&A (2) �+LL t ,�Llti 1Ur cll- ` xx--- , at a soldd waste mnl:a4a6u-mt facility. '.ma types or wcl�=,Zx that will be m4luatOd OY this pYxcyc� ace pr-'U=711y, hut: r ri t Eoa=jusi.vaj y, ir+j=t rjztli and OL Mjarrirl W Sttatj ZW jjL" a2, 4t-JL1 PLUaiC:, Y 06rjX;'J.1 Tll.ALJUt '1t WQJ:k:j tjjLlt4[-!5 'the Sol Id 'Cgs Mxiigcnetit DiviejaR IXE,k2vo-la tine r:;,,3-4t to rat additional infcIlLati.m or give saw -of tha rExV irements ).lc'e:ed Can the type of v4.-te if it c3=s nary. ` 01 Division miry also i:cquti= =K1 w-&--teis to be trti iced or alterw to finder tlxr wastes ernrimxxr (- ly i cbilc prior tO at a sanitary landfLU. Wagtes dispased at sated terry l arxll i ? ugst Yx+ rxxr---liraid which can be properly mruvxled in aLXXUrL-►nM W:Lttl the "&01 i Hi � MAC Nti r"j"V CULL l aL--" . f%pf 1 QVAr, `JU D1S1 OF '11le Wj6JE :? 1E1LL A CYt st ] r � '1l1 ; i:.�lrsa Gft u a:tUa OF 'ifD: JMOFTLL INIC t M DISPOSAL. ThO r U Udlrq Lnfl=t.im is requ.LxW for an eval.uata ari. lrx xa plete waste WtGrY►imr-un 10=3 WiU. ba r_iffolrxal to 'rm c?Ea2riAtOr wittgxxt teview. An asterisk(*) cieWL4:.H 1rifcr =t .2rt a fc'C ft blicl.y Cwl'w d Tr, at=-rrt Wurjcs. 1 KT Wes. � 'e „ of facility ar Paz--, n generatiM was - Champion International Corporati bii 704 646_2000 _ - --' -- — — --..�._. rlainstreet, P.O. Box %-10, C:inE-.on, Noxr.h Carolina 28116 2. itic of wa.-�;te (i.e. :eft. , county, City, t�ttc:...)_Chapznion _International Corporation, Haywood Coln;tv,�Carlton.. Norr.h Caro- ina 3. What is t1y-- u&mte?_ Quarry Grit with aroxiciately 50 gallows of EL)Qxy Ester Silica Unifil l- Blodc Fi 11,-r 4. t va]ume of r11 7aFxiL wall th L' be?A)proxiraat.ely 14 cubic yards 5. M14tt f tWfW--Y of di. '11, will-1. tliam !>--e fine time disposal 6. Expladn e ithr?r" tl►e n>a,r l'ac tart 11 'Or IYX4 true w, e�tr� w c�c ratc�c3 . t o c k _F--Lller --pill on US HiAhwav 1.5 s:btorbed with q14 rry grit — B R1G1C`dNAM -f-rW- 1{VAIMC(L (,tC'FtAt (""h(:1K`,`;4'aT J (L:,h 3bChC 1..-t13 .UC}06) 1.. Ts the w+a.-ta _lis" met --r ,cf (L1 (i.e., 40 r�tz 2t;1._"a1. 261.3])? If yam, listYY]IDbB�C'. iVo - *2. Dc tlra w war e4i4bl.t aay of tY:: Em-a- a-tar_—:te-jULLt:3 a� dv,firmd by . qt?{?F (d) (i.a. 40 CL11 261.21w261.24)? (AttadL li3borLtOcy .i[ lIt for '1L 'LbGC1C1tYr tt-Y. Y li b lty, Cait'�ivlty.) No, results artar_hed Inj 1. Does tlkt Wasta c mta.'n any fary.3rYm W4ste axl3t.1t uerlts ] iSted in .0006(e) AppUldix VIII (i.e., 40 a-R 261, A[paj, ia.x VM) ? :If yam;, Gd1:1� ccxx-- �'tjtucsand whdt rc lt=r�t i ixz? (Al."tce�3 L ] asaar`�tt�xyr�a il t:�) iv c, 2. Tiat otlxx Cwstitumts are j.xc: r t awl in what cxxx'urltrativn? (Atj4LI1 14b". 41ty Ii��Ui) 2 -_�a , m Total Petroleum Hydrocarbons (TPH) 1 - Non-derect at S ppm TY11 _ _ 3. Will the harilli1V weld ct r�al of t hiz. Est,: am ite dust ryii�:3-iom wrhi a may C'"';a a rk�ILII 11s "d uL r:t�i .�t�:xr l-'Cj "W)arul NU *4 • Dry tMe Nc�.>te the 'tirrt 9 it t1 t'' ' ---- Cr trLe l �yui rd. (Muiiod 9095 in S.W. 846)? (Attach labor -«Lary stilt:) Nc, *5, rdiis r o].u3 r tr Yrwrwg :o it f-:u:ilJL-y iLs ►.cam raqlosC rot (ram of larkitill . and limit ice, i"k=i41--rUtaf;`, ato... )? Town of Canton Landfill, Permit No.44-04 +5 . Spr it fY bOw 14va wasLe will k r,3cet.ivca ud or barrels,, bad, etc.) 10 cubic.. yard clunn� � ____V��ru Ulc Capital Projects Office 23' z Church Street P.O. Box 1489 Canton. North Carolina 28716 Telephone: 704 646-2733 ax: 704 646-2275 Champion Champion International Corporation July 10, 1991 Mr. Bill Hocutt Solid Waste Management Division Solid Waste Section P.O. Box 27687 Raleigh, North Carolina 27611-7687 Dear fir. Hocutt: Attached is information concerning waste material resulting from a spill of Block Filler on U.S. Highway 215. The information includes the State of North Carolina Procedure and Criteria for Waste Determination, Law Engineering's laboratory test data reports, the Unifill Block Filler Material Safety Data Sheet, and a letter from Courtaulds Coatings Inc. On July 3, 1991 I received verbal approval from you to unload the contents of the 2 dump trucks onto plastic at Champion International Corporation's No. 5 Landfill, Permit Number 44- 01. As we discussed, the material will be unloaded from the dump trucks with 3 layers of polyethylene under the material. One layer of polyethylene will be placed over the material at night and during rain events to prevent the infiltration of storm water. During the day, Monday through Thursday, the quarry grit with block filler will be uncovered to encourage volatilization. The spill of block filler contained approximately 9 pounds of Yylene with a reportable quantity (RQ) of 1000 pounds. The spill also contained mineral spirits and a light aromatic petroleum naphtha solvent for which there is no RQ. This was not a reportable spill under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA). Champion has conducted extensive testing of this material. Law Engineering sampled the quarry grit on June 20, 1991. The following details summarize this assessment. Samples of the quarry grit with block filler were taken randomly from each of the 2 dump trucks. The samples from each truck were then composited and thoroughly mixed to yield one composite sample for each truck. Mr. Bill Hocutt July 10, 1991 Page 2 In the laboratory, the samples were extracted by the Toxicity Characteristic Leaching Procedure (TCLP). The attachment includes test data reports and the chain of custody records for the sample points. The samples were analyzed for the eleven TCLP volatiles, ignitability (<140°F) and Total Petroleum Fuel Hydrocarbons (TPFH). Concentrations of the eleven TCLP volaitiles were not detected. Ignitability of the waste is above 200°F. This analysis indicates the soils are not classified hazardous based on criteria established by the EPA or the State of North Carolina for the characterization of a hazardous waste by the TCLP. In addition, the non -detect concentrations are below the North Carolina Landfill maximum. Concentrations of vinyl chloride were not detected at the 50 ppb detection limit with a North Carolina Landfill maximum of 20 ppb. However, vinyl chloride is not a component of this block filler. The material also contains less than 100 ppm TPFH which is the limit outlined in the guidance for the disposal of contaminated soils from petroleum discharge clean-ups. The TPFH in truck one (SO-2) was non -detect at 5 ppm. The TPFH in truck two (SO-3) was 99 ppm. If you have any questions or need additional information please contact me at (704) 646-2252. Sincerely, Derric Brown Environmental Coordinator Canton Modernization Project Copy: Mr. Julian Foscue III Western Area Supervisor 310 E. Third Street Suite 200 Winton Salem, North Carolina 27106 Mr. Ed Clem Vice -President - Environmental Quality Champion International Corporation One Champion Plaza Stamford, Connecticut 06921 Mr. James E. Patterson Rt. 1 Box 179 Hayesville, North Carolina 28904 Ms. Robin Purcell Hazardous Waste Section 59 Woodfin Place Asheville, North Carolina 28801 Mr. Bill Stamey Town Manager P.O. Box 987 Canton, North Carolina DISTRIBUTION: Pro.iect Team Al Brossett Ted Crane Mike Dittman Carroll Jones Canton Dave Bonistall George Brown Liz Dickson Bill Freuler Jim Kidd Ross Kilpatrick BE&K Ralph Hollis Cary Martin Glenn Norman Steve Smith ATTACHMENT I PROCEDURE AND CRITERIA FOR WASTE DETERMINATION Is :0 • •I' S 1• • 1 O'k IY 1: a ►• klit =61-460N �.,�•�,'h�1)CI" :.11 �:�11��:�/: 1•.: .k�/�' �.DJ��.��II�h. Y •�. This prccedur ' Will be i med by the Solid Waste 11 g it D1visim to determine ne whether a waste is (1) hazardous as defined by 15A NCAC 13B, 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, i r,iustr► a l and cammerciai wastLms and sly, and Publicly Q and Treatment Worm 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. 'Me Divisim may alsorequire some wasters to be treated or altered to render the wastes envirormentally iamnhile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills must be ncn-liquid which can be properly managed in accordance with the "Solid Waste Management Rules". APPROVAL TO DISPOSE OF THE WASTE SHUL ALSO HE OEE114ED FIM ME OWNER OR OPEFATOR OF T11E IANDF IIL PRIOR TO DISPOSAL. The following infa®atirn is required for an evaluation. Incceplete waste dPtPrmimotion forms will be returned to the generator without review. An asterisk(*) denotes information required for Publicly Owned Treatment Works. 00,.1010:1 Y AU 1. Name, 'I'E MKM NUMBER and mailing address of facility or person generating waste Champion International Corporation (704) 646-2000 Mainstreet, P.O. Box C-10, Canton, North Carolina 28716 2. Specific location of waste (i.e. SR. #, county, city, etc...) Champion International Corporation, Haywood County, Canton, North Carolina 3. What is the Waste? Quarry Grit with approximately 50 gallons of Epoxy Ester Silica Unifill Block Filler 4. What volume of disposal will there be? Approximately 14 cubic yards 5. What frequency of disposal Will them be? One time disposal 6. Fula i n either the marnufacbmiM process or how the waste was generated. Block Filler spill on US Highway 215 absorbed with quarry grit B II1FGR,-fi7ZON FOR HAZARDOUS (RC RA) DEIM1NATION (15A NCAC 13B .0006) 1. Is the waste listed under .0006(e) (i.e., 40 CFR 261.31 - 261.33).- If yes, list fir. N o *2. Does the waste exhibit any of the four characteristics as defined by .0006(d) (i.e., 40 CFR 261.21-261.24)? (Attach laboratory results for TC Toxicity, Paactivity, Ignitability, Corzosivity.) No, results attached C INIF NMCH FUR LVfDF1L1JM HINAMON 1. Does the waste contain any hazardous waste constituents listed in . 0006 (e) , Appendix VIII (i.e., 40 CFR 261, Appendix VIII)? If yes, what constituents and what ccrxmntraticn? (Attach laboratory results) No 2. What other cunstituennts are present and in what concentration? (Attach laboratory results) 2 trucks, 1 - 99 ppm Total Petroleum Hydrocarbons (TPH) 1 - Non -detect at 5 ppm TPH 3. Will the tuandliM and disposal of this waste create dust mi ions which may cause a health hazard or nuisance to landfill personnel. No *4. Does the waste pass the "paint filter' test for free liquids (Method 9095 in S.W. a46)? (Attach laboratory results) No *5. Which solid waste mannaganent facility is the request for (name of landfill and permit rimber, incinerator, etc...)? Town of Canton Landfill, Permit No.44-04 *6. Specify how the waste will be delivered - in bulk or co nt a iners (i.e. barrels, bags, etc.) 10 cubic yard dump truck ARMMC 5.0 MUM 100.0 CAM 1.0 GIMM 5.0 LF" 5.0 MaMllrsr 0.2 sn"nw 1.0 SILMM 5.0 NC rizaacDc NC LVIdflll WFUER MCL MAXI" 0.05 O.SO 1.00 10.00 0.01 0.10 0.05 0.50 0.05 0.50 0.002 0.02 0.01 0.10 0.05 0.50 L �rg I$SPI Gmaal m 0.03 - 0.007 MMIN 0.02 0.0002 0.002 IIL+p1A MER 0.008 - 0.0008 LINDAM 0.40 0.004 0.04 ML:7IEKYI]I[OR 10.00 0.10 1.00 '1MRMIE 0.50 0.005 0.05 2,4-0 10.00 0.10 1.00 2,4 5-M STEIIF.H 1.00 0.U1 0.10 gprAng 0PN7.EM 0.5 0.005 0.05 CND! ITMACHIa= 0.5 0.005 0.05 ❑ LLIUMMim 100.0 - 10 4Q11 6.0 - 0.60 0-0*S0L 200.0 - 20 !4-Ci*=L 200.0 - 20 PAL 200.0 - 20 1,4 DICNEGUMMM 7.5 0.075 0.75 1,2 DIQIIIMVVIIIANE 0.5 0.005 0.05 1,1 DI(3nDnX 11YIPYIE 0.7 Mal 0.07 2,4 DINPINMIMN19 0.13 - 0.017 1000M M9111DM7fIM 0.11 - 0.011 IWX i3ff 1>-I, 7-ice 0.5 - 0.05 1W-VAL]1L EVIIUM 3.0 - 0.30 MIMM, EIIIYL KVIUM 200.0 - 20 NrI1201YM?PLbM 2.0 - 0.20 ihP/PMlIIIi1MEMM 100.0 - 10 PYRLDINP. 5.0 - 0.50 TF.T fACHUM :flIYIIM 0.7 - 0.07 772I(9QL7i>Lr111YInix 0.5 0.005 0.05 2,4,5-I CIM1isoNffY4X 400.0 - 40 2,4,6- CHUNER NOL 2.0 - 0.20 VINYL. aITCM 0.2 0.002 0.02 I'I hereby c=tlfy Unt. the inf=mtian submitted in regard to (nae of waste) is five and correct to the best of my lreowledge and belief." (print II3IIle) Derric Brown (signal') (title) Environmental Coordinator (date) July 3, 1991 AU questions corKxm=jg this "Procedure" shoLdd be directed to the Solid W Sectign at (919) 733-0692. Answer specific questions in space provided. Attach additicrol sheets if necessary. hI Coplete all infol-aticrl, sign, and skit to: Solid Waste Management Division; Solid Waste Section P.O. Hcx 27687; Raleigh, NC 276U Attu: Waste Determination ATTACHMENT II LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORTS LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 06/27/91 Page 1 --- Project Information --- Lab Number 91-9149-01 Project No. AVM-2717 Cust. No. Project Name CHAMPION - PAINT Manager: GEORGE MAALOUF --- Sample Information --- Station ID SO-2 Sampled Date/Time 06/20/91 12:10 Matrix SO Received Date/Time 06/21/91 10:35 Type COMP Received From/By AA/AP Collector AA Chain of Custody 3717 Number of Containers 1 Remarks : --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy --- SERIES 63000 Vinyl chloride 1,1-Dichloroethene Chloroform 1,2-Dichloroethane 2-Butanone (MEK) Carbon tetrachloride Trichloroethene Benzene Tetrachloroethene Chlorobenzene 1,4-Dichlorobenzene -- Ext/Zero Headspace, TCLP RESULTS -- 7xt/Zero Headspace, TCLP EPA 824o ug/1 50 ND 06/26/91 BS EPA 824o ug/1 25 ND o6/26/91 BS EPA 824o ug/1 25 ND 06/26/91 BS EPA 824o ug/1 25 ND 06/26/91 BS EPA 8240 ug/1 500 ND 06/26/91 BS EPA 824o ug/1 25 ND 06/26/91 BS EPA 824o ug/l 25 ND 06/26/91 BS EPA 824o ug/1 25 ND 06/26/91 BS EPA 824o ug/1 25 ND 06/26/91 BS EPA 824.0 ug/1 25 ND 06/26/91 BS EPA 824o ug/1 25 ND 06/26/91 BS N/A 06/24/91 RB Signed LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 06/27/91 age 1 --- Project Information --- Lab Number 91-9149-02 Project No. AVM-2717 Cust. No. Project Name CHAMPION - PAINT Manager: GEORGE MAALOUF --- Sample Information --- Station ID SO-3 Sampled Date/Time : 06/20/91 12:16 Matrix SO Received Date/Time : 06/21/91 10:35 Type COMP Received From/By : AA/AP Collector AA Chain of Custody : 3717 Number of Containers : 1 Remarks : --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy --- SERIES 63000 Vinyl chloride EPA 8240 ug/1 50 ND 06/26/91 BS 1,1-Dichloroethene EPA 8240 ug/1 25 ND 06/26/91 BS Chloroform EPA 8240 ug/1 25 ND 06/26/91 BS 1,2-Dichloroethane EPA 8240 ug/1 25 ND 06/26/91 BS 2-Butanone (MEK) EPA 8240 ug/l 500 ND 06/26/91 BS Carbon tetrachloride EPA 8240 ug/l 25 ND 06/26/91 BS Trichloroethene EPA 8240 ug/l 25 ND o6/26/91 BS Benzene EPA 8240 ug/1 25 ND 06/26/91 BS Tetrachloroethene EPA 8240 ug/l 25 ND 06/26/91 BS Chlorobenzene EPA 8240 ug/1 25 ND 06/26/91 BS 1,4-Dichlorobenzene EPA 8240 ug/1 25 ND 06/26/91 BS -- Ext/Zero Headspace, TCLP RESULTS -- Ext/Zero Headspace, TCLP N/A o6/24/91 RB Signed to • 1 Q1•� U W m C 0 V LL O Z Q U F U J W U 2 0 U- 0 L a O F' W w z c~n it h O Z LU O Z a z 3 ci Jcl1JM ac>cr- CD W cc Q c O O J¢�c ZZ� V7CIJ LU CO Z 3'F= c�, z CD a W 3.2 C. `... O w M g Q �j _ z , c o a w z O m C7 co m 1>! w s� w ui �r y�PL x,a10 Jb�r dl� �, ' 6 >! �P Sbx 1� 2j ! w s� °"' y�jo Oyy� �! m z W LU !� /Qs r �s T z i w j c-. c-6 yOJ l�oa S»3NIVINOO 'ON c"b J0 1V101 w Rs Z Z S2 O a Zcr O] p L) w m � 0 0 > w w Q rn Q w 4 w J o c W �U q 0 `D O � � S I 'dwoOui �c x V a w� a m N 8VFl9 V Z v w z w N a a a can can cr C3 s ti 0 Ln N -D fU S cc 0 cc O m 0 F- z w i n. x C0 w J a. a U) z a. i O U U a U) W (L 0 O J W r 0 Z a J a Z C7 cc 0U. 3 z3x z � W o LU z .w-awcn xa3Qx U3?30 � LU 0 0 w m Z 0 U Q �arLQZ)O 0z0=U)Z W U � 3 � g fN • 3 O C7 J F- 3 0 i J �Z51-? Q O w > U) _ a J_ 0 w U O 3 cc,cn cn LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 06/24/91 Page 1 --- Project Information --- Lab Number 91-9150-01 Project No. AVM-2717 Cust. No. Project Name CHAMPION - PAINT Manager: GEORGE MAALOUF --- Sample Information --- Station ID : SO-2 Sampled Date/Time : 06/20/91 12:10 Matrix : SO Received Date/Time : 06/21/91 10:35 Type : COMP Received From/By : AA/AP Collector : AA Chain of Custody : 3717 Number of Containers : 1 Remarks : --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- Ignitability (Flash Point) EPA 1020 F 75 >200 06/24/91 KWH Signed LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 06/24/91 Page 1 --- Project Information --- Lab Number : 91-9150-02 Project No. : AVM-2717 Cust. No. Project Name : CHAMPION - PAINT Manager: GEORGE MAALOUF --- Sample Information --- Station ID : SO-3 Sampled Date/Time : 06/20/91 12:16 Matrix : SO Received Date/Time : 06/21/91 10:35 Type : COMP Received From/By : AA/AP Collector : AA Chain of Custody : 3717 Number of Containers 1 Remarks : --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- Ignitability (Flash Point) EPA 1020 F 75 >200 06/24/91 KWH Signed O LLJ C) LL O _z Q U z T �; w m g I � I P w < a fV ° Nrl-)4-I � I o� � a Z ti I I I I I °cc S� 1 oyx �jO I b v� osr U 11V !W !z I I I I py/�o,! �i m I I I I (� � LL Q rosy�00s X z I OW cc z cn 6��� w j�' �y1rb ti a[ �•� L9 o m �1yOJ °a z ? a z CCo Sa3Nlt/1N00 .ON p Z J0 IVIOI W z (� V Z �9 o' n -� 1 z m Q Q 0 > m d` O w > w • U Q T LH J LU O M a. G7 1 `- v� c o O z) `O w o V _ 1 a O I en N w v W ,O{ c ~ Vi v1 ui W400 �c x Y Q C w Vi cr ' Z w` Q 0 m 8VH9 �% U x w Z o i >— 1 a ¢ a 0 s ti 0 ul r%- ti 3 z�_ z LJewCA Q ~ z Q to(Y , w Q w in Lij u% � Y O Q Q a WwzQ� U Z 0 z U) z W U w 3 O C7 w 3 O0 � >- Zocn > m N 0 �,° cn fA Y Q a w ry LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 06/24/91 Page 1 --- Project Information --- Lab Number : 61-2658-01 Project No. : AVM-2717 Cust. No. Project Name : CHAMPION - PAINT Manager: ANDY ALEXANDER --- Sample Information --- Station ID : SO-2 Sampled Date/Time : 06/20/91 12:10 Matrix : SO Received Date/Time : 06/21/91 10:35 Type : COMP Received From/By : AA/AP Collector : AA Chain of Custody : 3717 Number of Containers : 1 Remarks : *THE CHROMATOGRAM IS IN THE RANGE OF WEATHERED GASOLINE. --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- SAMPLE PREPARATION RESULTS -- Moisture (Oven Dried @ 105 C) EPA 160.3M wt % 1 5.6 06/21/91 VZ --- SERIES 16000 TPFH-VOLATILE CAL-DHS mg/kg 5 99* 06/21/91 VZ Signed LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 06/24/91 Page 1 --- Project Information --- Lab Number : 61-2658-02 Project No. : AVM-2717 Cust. No. Project Name : CHAMPION - PAINT Manager: ANDY ALEXANDER --- Sample Information --- Station ID : SO-3 Sampled Date/Time : 06/20/91 12:16 Matrix : SO Received Date/Time : 06/21/91 10:35 Type : COMP Received From/By : AA/AP Collector : AA Chain of Custody : 3717 Number of Containers : 1 Remarks --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- SAMPLE PREPARATION RESULTS -- Moisture (Oven Dried @ 105 C) EPA 160.3M wt % 1 7.7 06/21/91 VZ --- SERIES 16000 TPFH-VOLATILE CAL-DHS mg/kg 5 ND 06/21/91 VZ Signe O U LU cc O F- ch U LL O _z Q 2 U 0 s fU 0 Ln r- .0 ni 0 3: Z 3: 2 3: L1 0 W (� a U) Z W, W a W = a 3 Q Z � 3 � 0 Z 0 LU UU) 2 Z O �aoEc�0 Oz0=cnz w U x O (n J * J W O Cc (} W Cc: Z O w J w2 U) LLJ a w U O -j =�U U) C 00 �Q mo J co J O m Z 0 W W z a = F- U) W Lou J } a n- 2O C/) U } 0 Z J a J 4. W O U vi U M a LU (f) J W C" a O } m, 00 W Z }a F- z M a a a Z � U aC z O a ATTACHMENT III UNIFILL BLOCK FILLER MATERIAL SAFETY DATA SHEET 00090001 MATERIALDAM SHEET FaRMUMM, RESINS AND RELATED / .E1' SECTION I -GENERAL INFORMATION MANUFACTURED BY: PORTER PAINT CO. EMERGENCY 24 HOURS CATS,,: 1-800-854-6813 400 S. 13TH STREET IIECDIATION 8AM - 5PM EST: 502-588-9200 LOUISVILLE, KY. 40203 EFFECTIVE DATE: JULY 20, 1989 MANUFACTURER'S IDENTIFICATICN CODE: 895 OFF-WHITE UNIFILL ffi= FILLER PRODUCT CLASS: EPDXY ESTER -SILICA TRADE NAME: UNIFILL B= FILLER S E C T I O N II - H A Z A R D O U S I N G R E D I E N T S SCiLVERr NAPHTHA (PEIROLEUK► LIGHT ARCVATIC) 64742-95-6 MINERAL SPIRITS 8052-41-3 *XYLENE 1330-20-7 PERCENT OCCUPATICNAL VAPOR BY WT. EXPOSURE T,= PRESS. A B A+B MV(PPM) PEL(PPM) @ 20 C 1 NO B WE 100 3MMH3 16 NO B 100 500 2MMEU _1 NO B 100 100 7MMEU *THIS IS A TOXIC CHEMICAL SUBJECT TO THE REPCRTING RDQUIRIIKQTTS OF SECTION 313 OF TITLE III AND OF 40 CFR 372. Dr • I■ '1 11�1• / • �1• �11• •� I• •1• / �1 •I I• / 1 I� •I • • •I' I �. /• • Y• •I I/ / /' D `I r/ •I Y' I• L /'1' Y' •i / .91-1 /` I/ oil 1.1.41 • • 61 •1 !1 IR •1: • .'!1• U219 • .'ll' �•••� I• /• • �. • 1.� / ICI• •' �. � .'ll• on /• - Y• / • 1 I I/ • �1. 911• •� I- • ■ •• 1 / I / SECTION III - P H Y S ICAL DATA BOILING RANGE: 282-400 F. WEICHT PER GALLQN: 14.9 LBS. ' ' •1- ' •I �1• r /• r lyl' ♦ -1 • �I• r /• Y 1�1• PERCENT VCLATILE BY VOLTIZ: 42 - SWUM r. w �1• r r` ` 1- PAGE 1 OF 3 00090002 SECTION IV -FIRE & EXPLOSION HAZARD DATA FLAMMABI= CLASSIFICATION: OSHA COMBUSTIBLE, CLASS II FLASH POINT: 107 F. DOT CC MBUSTIBLE � 1 / as Ma /• .�1• • ♦ - : •I • • • • ill' UNUSUAL 1' EX=ION HAZARDS:tBIDI' CONTAINERS TIGEMYCLOSED. •I R• HEAT,ELECTRICAL EQUIPMENT,AND OPEN FIAME.CLOSED CaMDERS MAY EXPLME MEN EXPOSED TO EXTREME HEAT. IN THE ABSENCE OF ELE=CITY, A WATER SPRAY (A FOG NOZZLEPREFERRED) E- RE1• /• Er TO COOL CaMUNERS.AVOID y/t••S SECTION EFFECTS OF • E- D•••. I• 1 I r• •I IRRI=CN OF r I RESPIRATORY TRACT OR ACUTE NERVOUS SYSTEM CAUSINGDIZZINESS •1- NAUSEA. • Ir SKIN: PRIMARY IRRITATION. •I r •I NONE E000 E• E1-.d• r • PROCEDURES: V.•• - REMOVE - r.EXPOSURE.KEEP r -M AND QUIET. NOTIFY•1- SPLASH IN S7 IMMEDIATELY WIr • -,H AMOUNTS OF ►• E• FCR AT LEAST 15 MINUTES.TAKE • PHYSICIAN FcR MEDICAL TREAT- MENT. FOR SPLASH ON -1 t11: WAM AFFECTED AREAS WITH• ' !! :•' I OF /' E1' REMOVE •I Y• rr P .E1r CLOTHING. SECTION VI -REACTIVITY DATA STABILITY: UNSTABLE XX smuls INCCMPATABILITY (N%T RIAr S TO AVOID) : NONE. HAZARDOLTS DECCMPOS=ON PRODUCTS:P PRODUCE Hr• • • r • I E. WHEN HEATED TO DBCCMPOS=CN AS IN E• r FUMES PRODUCE CA- : •I DIOXIDE ANr CARBON MW_ OXIDE. HAZARDOUS -•I =•1 MAY OCCUR •XX WILLNOT OCCUR CONDITIONS TO AVOID: NONE KNOWN. PAGE 2 OF 3 011.1.1 SECTION• ILL • • LEAK PROCEDUFRES =S • BE TAKEN / CASE MATERIALRELEASED •1- SpmT,91i REMOM ALL SOU= OF C •I ES HOT SURFAcEs,D ELECTpjCAL, STATIC CR FRI=CN SPARKS) . AVOID BREATH= VAPORS, "AMR APPROvm (NIOSH OR MHSA) . •. • l ' •1- • D V=LATE AREA. REHM Wrl!H /III-• A&SORBANr SUCHSAND, il• ETC. • li USE NON —SPARK= TOOLS. WASITT, DISPOSAL 1 f '• i DISPOSE OF IN A SAFE MANNER IN ACCORDANCEY • STATE,D =ERAL REGULATIONS /• APPLY TO EW==CN •1- SECURE LANDFILL. • • • N I N F i R M A T 1 • RESPEZ=Y• - • D •1 /IN OUTWOR OR OPEN • . • 1 1• Y`CTED II ■ •1 USE NIOSH/MHSA-APFRC= NBCHANICAL F=TER RESPIRATOR To REMOVE SOLID AIRBORNE PARTIC7, OF • •. .. , • ■ SPRAYAPPLICATION. /IN RESTRIYliVEWILATION AREAS, USE NIOSH/MHSA—APPRCVED II!N /•ICAL FILTER RESPDRATORS DESIGNED • - .'M ;• VE • • • 1 • AND VAPOR. /IN CCNFINED AREAS, USE NIOSH/MHSA • 1- / RES- PIRATCRS • I■ HOOD. VENTIL.ATICN 1 1 • •1 /• •1 PROVIDE G.'ll II' • D==CN OR LOCAL EXHAUST VYI ■ • •1 IN •I I I AND PATTERN T• Mil' THE TMES= I= Y BEUM TjjE STATED OSHA LI= AND THE • II' EXPLOSION LEVal II BErLW THE Y• Ili / 1 AND TO REMOVE DECCtTOSITICN PRODUCTS DUP-uu wELIDINr, AND FLAME CUTT= OF SURFACES •• • =li WITH THISPRODUCT. PROTECTIVE ' • / !! • M=MY FOR • - •1 •1 Iyi OR REPEATED COWACT.HEAVY- DUTY USE SA.F`ETY EYEWEAR WITH SPLASH GUARDS ' iS OR SIDE SHIELDS. YI iS OTHER pROTTCTIVE i•' ■• E AS I191iAli BODY PROTECTION,C ::II' APRON, S E C T I O N IX - S P E C I A L P R E C A U T I O N S • • ■ • : • i• ■ /• I■ •1- •I' / r' I' N •� I- •. Ii i9171- •1 Y• 1 IIl• • - el Y • • ' • • '1• !! •1• • -•d •' P •I I 1 ■ ■ 1 i C Oli • •. 1- Y Mzmnr-•wmffiaj. • r III' • • •1 �. ■• • I• I■. (•1` • !' 1 ■• • 1 I•. •1- it -1'�1 • Ii :1• Y 11 • •1- il• • • • ■ i• '• •' il' 1 • • ' il• •' D I ••; Y• 1 III` •1 • its C' • Ili Ili 1I1 • • I. 1 • ■ - • • Ii 1 �► Nrr. • i• "• I :1' • il' II i Y ;•' •CI 1 I. • • • • • • /li it D • •• • 121 Ii / Y' •1 ;•' I .■ /• ■ li !!- • Ili Yli /ON••1- i it II• ' • ••I Ii • - •1 • • ' '•1 9 ;• rr. 1 1�1' 9►i• •� •1 /• • - 1� II •:-'� III .91i••� Ili • •' • • • •1 •i• • :i' • :1 N 1 • 1 YIYI- 1 li • is /■ • • •I ' •1 1 L Ali • /• / Y• / • 1►i••� I- 01 al •I• to •�-1we FA 61 F. Ala J1016 PAGE 3 OF 3 ATTACHMENT IV LETTER FROM COURTAULDS COATINGS, INC. \/ COURTAULDS 4 COATINGS June 20, 1991 Mr. Derric Brown, Env. Coord. CHAMPION INTERNATIONAL CORP. P.O. Box C-10 Canton, NC 28716 Subject: Porter Product 1895 Reference: Waste Paint Disposal Dear Derric: Courtaulds Coatings Inc. 00 South lath Street Pest Ullicc Box I4:)SI Luuissillc. KY 01201-I Eiq USA (A .)02 588-'12110 Fax 302 )88-930 i Per our conversation of June 19, it is my understanding that approximately 60 gallons of the above -referenced paint product fell from a truck during transport and spilled onto the road surface. The spilled material was then absorbed with rock quarry grit and now needs to be disposed. Porter Product 895, "Unifill Block Filler", is a silica - based epoxy ester coating which contains no heavy metal -based pigments. Per your request, the substances (and their Chemical Abstacts Service Registry Numbers) remaining in the cured coating are as follows: Silicon Dioxide (Silica, 14808-60-7), Diatomaceous Earth (68855-54-9), Mica (12001-26-2), Portland Cement (65997-15-1), Titanium Dioxide (13463-67-7). The epoxy ester resin hardens during the curing process to become a non- hazardous solid material. This information should enable you to properly complete any paperwork or waste profile which might be required to properly dispose of the material. Should you have any questions or require further information, please do not hesitate to contact me at 588-9356. Sincerely, Q2 Robert Dorzback Project Engineer - Environmental RSD:rsd cc: S. Hope RSD/Dl/CHAMPION.061 PORTER PAINTS : international. r I dwlux m ; ' Porterinternational 5rAif 4 :4 b 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 August 7, 1991 Wham L. Meyer William W. Cobey, Jr., Secretary Director Mr. Derric Brown Champion International Corp. P.O. Box 1489 Canton, NC 28716 Subject: One Time Disposal of 6,000 Yd3 of Excavated Soil Containing Concrete, Wood and Pipes at the Town of Canton Landfill, (Permit #44-04). Dear Mr. Brown: The Solid Waste Management Division has received a request for characterization of the subject waste. Based upon the submitted information, the waste appears to be non -hazardous. The Solid Waste Management Division has no objection to the sanitary landfill disposal of this waste, if in accordance with the conditions listed below: 1. The owner/operator of the landfill approves the disposal. 2. The waste contains no free liquids and can be confined, compacted, and covered in accordance with the Solid Waste Management Rules (15A NCAC 13B). 3. Any soil which can be made to be free of concrete, wood and pipes can be used for daily or final cover or in construction of properly approved berms at the landfill. 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. Failure to meet these conditions may result in revocation of this approval, and subsequently, an administrative penalty. If you have further questions or comments concerning this matter, please contact this office at (919) 733-0692. Sincerely, �;4 0e. 4tr.�� William R. Hocutt Waste Determination Coordinator Solid Waste Section cc: ames Patterson Leo Clayton An Equal Opportunity ABirmadve Action Employer 211s PrOcedure will be used by the Solid Waste Management Division to determine whether a waste is (1) hazardous as defined by 1.5A NCAC 13B, and (2) suitable for a i spcsa1 at a solid waste man t facility. The types of wash that will be evaluated by this procedure are primarily, but not exclusively, i ���a i and eanmrci al 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 some wastes to be treated or altered to ren&x- the wastes environmentally immobile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills mist -be non -liquid which can be properly managed in a000r�dar with f� oS'- Waste MVWJepent IbIles". AP'PMVAL TO DISPOSE OF THE WAgM SHALL ALSO BE OEIM NED FlC1I TiC %MM OR OPERATOR OF MIC LANDFILL PRIOR M DISPOSAL. The following information is required for an evaluation. determination forms will be returned to the Mete waste denotes information required' ' tOr Wl.t�LOlit ri3VleSJ. An asterisk(*) publicly Owned Treatmant Works. A * GTNH'.RAL INTh[dMATION 1. Name, T'EMAJONE M7NM-R and mailing address of facility or person generating waste Champion International Corporation, _L70�) 646-2000 Mainstreet, P.O. Box C-10_, Canton. N.C. 28716 2. Specific location-uf waste (i.e. M. #, county, city, etc... Champion International Corporation, Haywood County, Canton, N.C. ) 3. What ]s the Waste? Excavated soil. materials co taining reinforced concrete, wood and pipes. 4. What voltnne of disposal will theme be? Approxima,-000 cubic yards 5. What fregUeMY of disposal will the be? Daily 4�10 hour days 6. T�cplain either the manufacturing process or how the waste was have been excavated for construction of new process e ui mentg The zones B INFQId4ATION IbR I1A?J1RDOiJS (RC RA) DT"T-T^f_[mTION (15A NCAC 13B .0006) 1- Is the waste listed under .0006(e) (i.e., 40 aR 261.31 - 261.33)? If yes, list rnmioer. No *2. Does the waste exhibit any of the four characteristics os as defined (i.e., 40 CFR 261.21-261.24)? (Attach laboratoryby •0006(d) Reactivity, Ignitabili ty, Cbrrasivity.) No results for TIC Tbxici ty, C TIJFC}1 1TIOiJ ]13I2 LANDFTI T 7w_ EETER41NA ION 1. Does the waste contain any hazardous waste constituents listed jn .0006(e) Appendix VIII (i.e. 40 CIR 261 � � � .Appendix VIIT) . If yes, what constituents and what oonoentratlon? (Attach laboratory results) Area 10 Arsenic 8 ppb, barium 1 2 ppm lead 12 ppb, Area 11 barium 1.1 pnm, Area 11 1 0 ppm 2. What ot'hE r constituents are present and In what tration? (Attar-h laboratory results) Soil reinforced concrete, wood and pipes. The waste contains no liquid fraction. 3. Will the handling and disposal of this waste create dust emissions which may cause a health hazard or n iisa oe to landfill personnel. No *4. Does the waste pass the "paint filter" test for free liquids (Method 9095 in S.W. 846) . (Attach laboratory rents No free liquids *5. which solid wa.�-te )-- r� facility is the x��-t for (name of landfill and permit number, incinerator, etc...)? Town of Canton Landfill Permit No. 44-04 *6. Specify how the waste will be delivered - in bulk or containers (i.e. barrels, bags, etc.) 10 Cubic yard dumptrucks , F LUawing are the maxims= °leachable `(TaP) abltamination levels and pH for solid waste disposal in N.C., ?an ifills. ' -; Primary N.C. dr nkLng water 'and Federal hazardous limits are included for oaaparison. Chemical analysis is required at detection limits Permitting asset at or below the maximml landfill levels. Irrlividual pH values must be >2.0 and <12.5; average values accepted are normally 4.0 - 10.0 The generator is responsible to determine if their waste sleets N.C. landfill acceptable levels. Analysis for herbicides, pesticides and organics MST BE Punilpm WF NER KNt7GE be determined. OF THE WME WJC S ITiM PFM-MQ? A POS.SOrLrry. leachable met III must waysInquire if any questions exist on interpretation. NC URDaam NC LVIM111 EM 1017.ARD= W►M MCL MAXI" AIZ4N [K%N I C 5.0 0.05 0.50 1"I111 100.0 1.00 10.00 CA MIUM 1.0 0.01 0.10 CIOCK H 5.0 0.05 0.50 1FAD 5.0 0.05 0.50 MMIICURY 0.2 0.002 0.02 bFj,kNnm 1.0 0.01 0.10 SIUM 5.0 0.05 0.50 j"?DIOB jLjL-W&M - OU.OMANE 0.03 - 0.003 MUM M 0.02 0.0002 0.002 IIK:PIWOff 1R 0.008 - 0.0008 LIMA I . 0.40 0.004 0.04 "MIK XYOMM 10.00 0.10 1.00 'OXAI I UM 0.510 0. oo5 0.05 2,4-4) 10.00 0.10 1.00 2,4 5JM SID= 1.00 0.01 0.10 9.UMCU IMILM 0.5 0.005 0.05 CNam TEMVq3ffLRTnF 0.5 0.005 0.05 C ILON MM/km 100. U - 10 CI111 MPOM1 6.0 - 0.60 o-alrML 200.0 - 20 N-( d.-NOL 200.0 - 20 I'�M�SOL 200.0 - 20 1,4 Dial[IIIDHMI&NE 7.5 0.075 0.75 1,2 DIAIf1l1a10[:[11ANE 0.5 0.005 0.05 1,1 DicuLo Y) m rYaNE 0.7 0.007 0.07 2.,4 D[Nl'IIIDICUIJI-NI: 0.13 - 0.013 I11.3fA LLEI MY,N'/kNfi 0.13 - 0.013 DN3(AOILD140-1,3-If7MUM 0.5 - 0.05 111,000OlI1]IY, LIME 3.0 - 0.30 "JIMIYL I;'111YI. KVICM 200.0 - 20 NI'IYIDDF?f/J-NI: 2.0 - 0.20 17•Nl'AOIIDriOMEML 100.0 - 10 I'YILID[W.. 5.0 - 0.50 'IrIl M]IIIIIov"n [I'?1E 0.7 - 'D11C3ILa -.IIIYMNF 0.5 0.005 0.07 0.05 2, 4, 5-,[RIOIfaO[41FML 400.0 - 40 2, 4 , 6-+1RIOffZ DI"DML 2.0 - 0.20 OIIMIMP 0.2 0.002_ 0.02 y. III here'�3' ce `"af that the information submitted in regard o hereby certify y.w (name of waste) is true and correct to the best of my lvmwledge and belief." (print name) Derric Brown (signature) (title) Environmental Coordinator (date) June 25, 1991 All questions emxnmLng this "Procedure" should be directed to the Solid Waste Sectiarl at (919) 733-0692. Answer specific questions in space provided. Attach additional sheets if necessary. 03mplete all information, sign, and submit to: Solid Waste Management Division; Solid Waste Section P.O. Boat 27687; Raleigh, NC 27611 Attn: Waste DeterminationDIIl11R Form 3151 SWS ]REV. 11,/7/90 1"�^22/9l P A C E PAG[: 1 f 3:41 PM ASHEVILL[ BRANCH Sample and Analysis -Data Entry Form - New Sample(s) Canton (Town of) Client No 701124 Mr. Roger Lyda . � � CIient Cnntmct Public Works 58 Parks Stroot Address Canton, NC. 28716 7(]4-048-6263 Telephone No Prn'(-.� ct No: A11022.600 Duo Date: 11/12/91 CIient 11.0. No: Project Manager: KHP Project Name: Monitoring Wells Manager/s Name Ka H. Parr is PrOjOct Type: A Analytical C L ev@: —�A Report SLyle: s 0ouc : Mc) ni-to r±ng WolIs Smmple No: 93 006474.4 Collected Date: 10/22/91 Collected By: PACE Lmb 8oc/d Date: 10/22/91. Checknd-Tn 8yEHM Priority4 Due Dnt11/08/91 SmI'll pIe Dyc� WelI #1 SottIe Types: G.N GN MU ill ComntMatrixWATER Anal�sis Abbr� Nam�� AG SiIoer A3-U Ar�anic 8A Bmrium 80D-0Oxygon Demand' 05 Dmy CD Cmdmium CL- ChIurida C0D Chemical Uxygan Demand CR Chromium CU Copper DEPTH Depth to Wmt�r F- Fluoride, Total FE ` Iron Mercury MET -DIG Digestion, Metals Prep MN Manganese NO3-N Nitrogen, Nitrmtci PD Load PH(F) pH (Field) 5[-U Selenium 304 Sulfate SPC0ND Specific Conductivity TDS Solids, Total Dissolved ` TEMP Temperature (Field) T0C Total Organic Carbon T0X Total. Organic Halides ZN Zinc ' PACE, Inc. roearonn the right to return all samples at its discretion. !ia,TE : 1(/122/9 1 P A C E PAGE: 2 v:41 PM ASHEVILLE BRANCH Sample and Analysis Data Entry Form - New Sample(s) Canton (Town of) Client No : 701124 Mr. Roger Lyda Client Contact t Project No: A11022.600 Due Date: 11./12/91 Client P.O. No: Sample No: 93 006475.2 Collected Date: 10/22/91 Collected By: PACE Lab Rec'd Date: 10/22/91 Checked --In By: EHM Priority: 4 Due Date: 11/08/91 Sample Desc: Well #2 Bottle Types: GN GN MU MU Comet: Matrix: WATER Analysis Abbr: Name: AG Silver AS--U Arsenic E3Fl - Barium BOD.-05 Biochemical Oxygen Demand, 05 Day CD Cadm'iur►i CL.- Chloride COD Chemical Oxygen Demand CR Chromium CU Copper DEPK Depth to Water F. Fluoride, Total. F E. Iron HG__U Mercury ME:T---DTG, Digestion, Metals Prep WIN Manganese NO3-N Nitrogen, Nitrate PB Lead PH(F) pH (Field) SE:--U SeIeAum SO4 Sulfate SPCOND Specific Conductivity TD;3 Solids, Total Dissolved TEMP , Temperature (Field) TOC Total Organic 'Carbon TOX Total. Organic Halides ZN Zinc .Sample No: 93 006476,0 Collected Date: 10/22/91 Collected By: PACE: Lab Rec'd Date: 10/22/91 Checked--Xn By: EHM Priority: 4 Due Date: 11/08/91. Sample Desc: Strum Bottle Types: GN GN MU MU Comnt: Matrix: WATER Analysis Abbr : Name: AG Silver AS--U Arsenic 0A Barium BOD--05 Biochemical Oxygen Demand, 05 tray CD Cadmium CL- Chloride COD Chemical. Oxygen .Demand PACE, Inc. reserves the right to return all samples at its discretion. QA TE; 1. y i22/9 1 P A C E PAGE : 3 3:41. PM ASHEVILLE BRANCH Sample and Analysis Data Entry Form — New Sample(s) Canton (Town of) Client No : 701124 Mr. Roger Lyda Client Contact Project No: A11022.600 Due Date: 1 1 / 12/9 1 C.l..ie►•at. P . 0. No: Sample No: 93 006476.0 Collected Date: 10/22./91 Collected By: PACE Lab Rec'd Data: 10/22/91 Checked -In By: EHM Priority: 4 Due Data: 11/08/91 `,ample Desc: Stream Bottle Types: GN GN MU MU Comnt; Matrix: WATER Analysis Ahbr : Name: CR Chromium c;U Copper DEPTH Depth to Water F-- Fluoride, Total FE Ir•on _ HG--U Mercury MINT --DIG Digestion, Metals Prep MN Manganese - NO3..._,j Nitrogen, Nitrate P13 Lead PH(F) pH (Field) S� :�C:. _i1 :.. t:.naUlti >tS, SO4 Sulfate SPt;c:,iND Specific Conduct..i.u:i.ty 1_DS Solids, Total. Dissolued TEMP Temperature (field) TOC Total. Organic Carbon T0X Total Organic Halides LN !_inc PACE, Inc. reserves the right to return all samples at its discretion. h C, 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 Mr. William G. Stamey, Manager Town of Canton Post Office Box 987 Canton, NC 28716 RE: Notice of Violation Dear Mr. Stamey: January 4, 1991 4 Jq N 199i REc q �I vEo Divsle Servic llealth Cc William L. Meyer Director Pursuant to NCGS 130A-22(a) and to 15A NCAC 13B, I conducted an inspection on December 5, 1990, of the Town of Canton Sanitary Landfill, Permit No. 44-04, located in Haywood County on State Road 1854, near Canton, North Carolina. The inspection found the Town of Canton Sanitary Landfill to be in violation of certain requirements contained in the North Carolina Solid Waste Management Rules, codified at 15A NCAC 13B specifically: 1. 15A NCAC 13B (3)(a) requires that solid waste be covered after each day of operation with a compacted layer of at least six inches of suitable cover. The Town of Canton Landfill was operating in violation of 15A NCAC 13B (3)(a) in that solid waste was not being covered after each day of operation with a compacted layer of six inches of suitable cover. 2. 15A NCAC 13B (12)(b) requires that at the conclusion of each day of operation, all windblown material resulting from the operation be collected and returned to the area by the owner or operator. The Town of Canton is operating in violation of 15A NCAC 13B (12)(b) in that windblown material is not being collected and returned to the area at the conclusion of each day of operation. COMPLIANCE SCHEDULE Based upDn the foregcinc, the Town of Canton is hereby ordered 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 15A NCAC 13B: An Equa! OpporuniryAHitmative Action Ernployer 1P Mr. William G. Stamey January 4, 1991 Page 2 1. By February 1, 1991, comply with 15A NCAC 13B (3)(a) by covering all solid waste after each day of operation with a compacted layer of at least six inches of suitable cover. 2. By February 1, 1991, comply with 15 NCAC 13B (12)(b) by collecting after each day of operation all windblown material resulting from the operation and returning it to the area. 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 $5,000.00 per day per violation, dating from the compliance date in this order and/-o-r--inimn_ct_i-v-e—relief, _o-ur_s.uan.t—to_NCGS-1— — - —nr NEGS 13-OA=1_R_ If you have any questions concerning this matter, please call me at 704/251-6208. Sincerely, James E. Patterson Waste Management Specialist JEP:a cc: /rJulian Foscue Mr. Leo Clayton Mr. Steve Reid Capital Projects Office 2TChurch Street P.O. Box 1489 Canton. North Carolina 28716 Telephone: 704 646-2733 Fax: 704 646-2275 G 7 JUIV 1g91 ti DEI V Champion ED �> o;�ision v Champion International Corporation V of services rvices ,r FP•NCRO June 25, 1991 Mr. Bill Hocutt Solid Waste Management Division Solid Waste Section P.O. Box 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Hocutt: Attached is information concerning excavated soil at Champion International Corporation's Canton Mill. The information includes the State of North Carolina Procedure and Criteria for Waste Determination, and Law Engineering's laboratory test data reports for excavated soil in Areas 10-12. On May 24, 1991 I received verbal approval from you to dispose of this material in the Canton Municipal Landfill. The excavations are required in preparation for construction of structural foundation elements as part of the Canton Modernization Project. Pile cap construction is anticipated to require excavations ranging from 3 to 10 feet below the existing ground surface. The attached Table provides a description of each area, the estimated soil volume, and the number of samples collected to form the composite. Champion has conducted extensive testing of this material. Law Engineering sampled the soil in Areas 10 and 11 on May 1, and Area 12 on May 9, 1991. The following details summarize this assessment. Figure 1 is a site location map of Champion's Canton Mill. Ten test pits were excavated in randomly distributed locations across the areas as shown in Figure 2. Soil was sampled with either a backhoe or shovel. Each of these sampling tools were steam cleaned prior to sampling each area to prevent cross contamination. A soil sampling excavation was made for approximately every 500 cubic yards of soil to be removed from each area. However, only six excavations were performed in Area 11. Soil was then composited from each excavation and thoroughly mixed to yield one composite sample for each area. Mr. Bill Hocutt June 25, 1991 Page 2 Soil samples were collected in glass and plastic jars. Sample containers were prepared from the laboratory and certified sterile. In addition, for quality control, rinsate samples from the backhoe bucket, and one of the sampling utensils were collected and analyzed. The soil samples were identified and shipped overnight in an insulated cooler to Law Environmental National Laboratories in Kennesaw, Georgia for analysis. In the Laboratory, all the soil samples were extracted by the Toxicity Characteristic Leaching Procedure (TCLP). Attachment II includes the test data reports and chain of custody records for the sample points. The samples were analyzed for the eight TCLP metals and pH. Concentrations of arsenic, barium, and lead were detected in the soil samples. However, this analysis indicates the soils are not classified hazardous based on criteria established by EPA or the State of North Carolina for the characterization of a hazardous waste by the TCLP. The measured concentrations are: Area 10 arsenic 8 ppb, barium 1.2 ppm, and lead 12 ppb., Area 11 barium 1.1 ppm, Area 12 barium 1.0 ppm. The measured concentrations are well below the North Carolina landfill maximum. The soil does not exhibit the characteristic of corrosivity because the representative soil pH (EPA Method 9045) is: Area 10 - 8.4, Area 11 - 7.9, and Area 12 - 8.3, and not aqueous or liquid. The representative soil sample pH is far below the corrosivity limit of 12.5. As always, if free liquids are detected, the excavated soil is dried on - site before transport to the sanitary landfill. If you have any questions or need additional information please contact me at 646-2252. Derric Brown Environmental Coordinator Canton Modernization Project attachments Copy: Mr. Julian Foscue III Western Area Supervisor 310E. Third Street Suite 200 Winton Salem, North Carolina 27106 Mr. Ed Clem Vice -President - Environmental Quality Champion International Corporation One Champion Plaza Stamford, Connecticut 06921 Mr. James E. Patterson Rt. 1 Box 179 Hayesville, North Carolina 28904 DISTRIBUTION Project Team: Al Brossett Ted Crane Mike Dittman Carroll Jones Canton: Dave Bonistall George Brown Liz Dickson Bill Freuler Jim Kidd Ross Kilpatrick b�.` - � F � � 1, � � . - _ — _ ' ,i��� - •i�..� v,•• ��jl .p�a.l� i 14.,E 278.3/ �• \ � , { / /�• ,` :ate .�• _ i .d •�.�C/� "/ 4 / , •�. I pat olw Sth�` e��•j�•.�.w��a�iaifi'� c' 'r _ _ - v • C� C ':r .al •,y., •;'• ui• �I. � „ .� _ ^.:� � '• Leo= - i ' %e I `� • +ice • AV- -- 9' 3aai�l � "` ✓�. �i/ ��. r ?'� � . ` _ .... ,. �i; -- �ib� tea►. �J ✓�� _ v f-1t.11itZh �Ck Atilf ° : 1•. .� �• `J 1) \ Tlelf v 1 EualWnnstsuo �� •i e e —+ Cem ✓�lz tationZi- SM LHT 175 ��—' y �i� •3'3• �• "ii k1 V Z �� ri51i71111H18h Sehi _ •.-� �, 1 .) .-- �/1 �� ^� �_ � A Ali �\�v • , 'i, :•" /�r •� , . �• � tl` � l/ ml 0/1 4001, �,. - 11/�n � 1. ' �: � f ��• - e ° ° _ e. 'e _ ° � ; 1 Additi* r' \ _ f �' i , ,`� .,., f`- �� a /Y .'" • ;.� .r, . `f iiJw►>< ice.' , �• \•' (fir= ^� ° \a.a ° • . •v J �i litwxh ; • n • •..n ., 1 rv'i � • • 11 I 1 �:*Yf1•fwoo�Rkvvrerul Oh'r�i/i/���f�: � � � .— REFERENCE: USGS TOPOGRAPHIC MAP, CANTON. N.CC QUADRANGLE, 7.5 M**JTE SERIES. DATED 1967. APPROX/MAT'E SCALE: 1 0 = 20W �\ O oo i O o o7 z p O m z I Lt o J - --- - CK)O - ;u - m �� Q D 1---lool 0,0 C._ D N mZO Ill* rO rN° - D Z _m Dm D m >x2zp e z � p O< D m zz rrm m 4pN0 mmaDcOZ N O2 DZ, O O n> Oza ' a Z OA o mCis0n x DOD m Dy nN (A O O < -4 4O P Z D Z N TABLE ESTIMATED EXCAVATION MATERIAL AREAS 10 THROUGH 12 -Ioicn InFeww!pr a! Or;! ;;-' q AREA NUMBER 10 11 12 TABLE ESTIMATED EXCAVATION MATERIAL AREAS 10 THROUGH 12 CANTON MODERNIZATION PROJECT CHAMPION INTERNATIONAL CORPORATION ESTIMATED NUMBER OF SOIL SOIL SAMPLES AREA VOLUME COLLECTED TO DESCRIPTION YARDS FORM COMPOSITE Condensate 1,000 2 Tank 48" Water Line 4,000 6 Decaerator Tanks 11000 Total 6,000 Cubic Yards 2 ATTACHMENT I PROCEDURE AND CRITERIA FOR WASTE DETERMINATION �• •�� is • • a N W# I r lq • •�y.�• i•,��. • •,• watt V WX INK*' 2l•ts pim is"• P W W b 01 VI-L I Viyw to, This procedure will be used by the Solid Waste Management Division to determine whether a waste is (1) hazardous as defined by 15A NCAC 13B, and (2) suitable for disposal at a solid waste manacKm4nt facility. The types of wastes that will be evaluated by this procedure are primarily, but not exclusively, industrial and crumerr_ial 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. Zhe Division may also require score wastes to be treated or altered to rider the wastes envirormentally immobile prior to disposal at a sanitary landfill. Wastes disposed at sanitary landfills must be norr-liquid which can be properly managed in accordance with the "Solid Waste Management Rales". APPROVAL TO DISPOSE OF THE wA= SEML ALSO BE OHIAINED FR(M THE OWNER OR 0PERATCR OF TIC LANDFILL PRIOR TO DISPOSAL. The following information is required for an evaluation. Inooplete waste determination forms will be returned to the generator without review. An asterisk (* ) denotes information required for Publicly Owned Treatment Works. i�e�ykil; I10AWI� l;A11 C', C FIN M 0'Zl 1. Name, T'nMJONE NUMBER and mailing address of facility or person generating waste Champion International Corporation, 704 646-2000 Mainstreet, P.0_._ Box C-10, Canton, N.C. 28716 2. Specific location of waste (i.e. SR. #, county, city, etc...) Champion International Corporation, Haywood County, Canton, N.C. 3. What is the waste? Excavated soil materials containing reinforced concrete, wood and pipes. 4. Wtot volume of disposal will there be? Approximately 6,000 cubic yards 5. Miat frequex,-y of disposal will there be? Daily 4-10 hour days 6. Explain either the manufacturing process or how the waste was generated. The zones have been excavated for construction of new process equipment. B INF�TION FOR HAZARDOUS (RCRA) DE M4D I (15A NCAC 13B .0006) 1. Is the waste listed under .0006(e) (i.e., 40 CFR 261.31 — 261.33)? If yes, list number. No *2. Does the waste exhibit any of the four di=cteristics as defined by . 0006 (d) (i.e., 40 CFR 261.21-261.24)? (Attach laboratory results for TC Toxicity, Pteactivity, Ignitability, Corrtisivity.) No C 1NFORMAT ION FIC2 IANDFIII IW. I&I T41NATION 1. Does the waste contain any hazardous waste constituents listed in .0006(e), Appendix VIII (i.e., 40 CFR 261, Appendix VIII)? If yes, what constituents and what concentration? (Attach laboratory results) Area 10 Arsenic 8 ppb, barium 1.2 ppm lead 12 ppb, Area 11 barium 1.1 ppm, Area 12 1.0 ppm. 2. Mort other constituents are present and in what concentration? (Attach laboratory results) Soil reinforced concrete, wood and pipes. The waste contains no liquid fraction. 3. Will the handling and disposal of this waste create dust c-3niions which may cause a health hazard or nuisance to landfill personnel. No *4. Does the waste pass the 'paint filter' test for free liquids (Method 9095 in S.W. 846)? (Attach laboratory results) No free liquids *5. Which solid waste management facility is the request for (name of landfill and permit number, i dXleratOr, etC... )? Town of Canton Landfill, Permit No. 44-04 *6. Specify how the waste will be delivered - in bulk or containers (i.e. barrels, bags, etc.) 10 Cubic yard dumptrucks ATTACHMENT II LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/17/91 Page 1 Lab Number 91-8636-01 Project No. AVM-2717 Project Name CHAMPION Manager: GEORGE MAALOUF Station ID AREA # 10 Matrix SO Type COMP Collector GM Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time : 05/01/91 13:00 Received Date/Time : 05/02/91 09:50 Received From/By : GM/SE Chain of Custody : 3129 Number of Containers : 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- pH EPA 9045 units 2-12 8.4 05/04/91 OR -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 mg/1 0.005 0.008 05/14/91 KE Barium, TCLP EPA 6010 mg/1 0.1 1.2 05/08/91 DCE Cadmium, TCLP EPA 7131 mg/l 0.002 ND 05/09/91 DCE Chromium, TCLP EPA 7191 mg/l 0.005 ND 05/10/91 DCE Lead, TCLP EPA 7421 mg/l 0.005 0.012 05/10/91 KE Mercury, TCLP EPA 7470 mg/l 0.0005 ND 05/14/91 HH Selenium, TCLP EPA 7740 mg/1 0.005 ND 05/10/91 KE Silver, TCLP EPA 7761 mg/1 0.010 ND 05/09/91 DCE --- SERIES 35000 Total Metals Prep: Aqueous ICP EPA 3010 N/A 05/07/91 HH Total Metals Prep: Aqueous Furnace EPA 3020 N/A 05/07/91 BS Total Metals Prep: Aqueous, Hg EPA 7470 N/A 05/13/91 HH TCLP EXTRACTION EPA 1311 N/A 05/06/91 BS Signed !/�/� Lt1W Z11VIKUIVMCIT1'HL 1VH'1'1U14liL L1A0UAtt1UA-LZZ0 TEST DATA REPORT Date 05/17/91 Page 1 Lab Number : 91-8636-03 Project No. : AVM-2717 Project Name : CHAMPION Manager: GEORGE MAALOUF Station ID : AREA # 11 Matrix : SO Type : COMP Collector : GM Remarks : --- Project Information --- Cust. No. --- Sample Information --- Sampled Date/Time : 05/01/91 15:00 Received Date/Time : 05/02/91 09:50 Received From/By : GM/SE Chain of Custody : 3129 Number of Containers : 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- pH EPA 9045 units 2-12 7..9 05/04/91 OR -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 mg/l 0.005 ND 05/14/91 KE Barium, TCLP EPA 6010 mg/l 0.1 1.1 05/08/91 DCE Cadmium, TCLP EPA 7131 mg/1 0.002 ND 05/09/91 DCE Chromium, TCLP EPA 7191 mg/1 0.005 ND 05/10/91 DCE Lead, TCLP EPA 7421 mg/l 0.005 ND 05/10/91 KE Mercury, TCLP EPA 7470 mg/1 0.0005 ND 05/14/91 HH Selenium, TCLP EPA 7740 mg/l 0.005 ND 05/10/91 KE Silver, TCLP EPA 7761 mg/1 0.010 ND 05/09/91 KE --- SERIES 35000 Total Metals Prep: Aqueous ICP EPA 3010 N/A 05/07/91 HH Total Metals Prep: Aqueous Furnace EPA 3020 N/A 05/07/91 BS Total Metals Prep: Aqueous, Hg EPA 7470 N/A 05/13/91 HH TCLP EXTRACTION EPA 1311 N/A 05/06/91 BS Signed`�- LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/17/91 Page 1 Lab Number : 91-8636-02 Project No. : AVM-2717 Project Name : CHAMPION Manager: GEORGE MAALOUF Station ID : RINSATE Matrix : W Type : GRAB Collector : GM Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time 05/01/91 13:10 Received Date/Time 05/02/91 09:50 Received From/By GM/SE Chain of Custody 3129 Number of Containers 4 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 mg/l 0.005 ND 05/14/91 KE Barium, TCLP EPA 6010 mg/1 0.1 ND 05/08/91 DCE Cadmium, TCLP EPA 7131 mg/1 0.002 ND 05/09/91 DCE Chromium, TCLP EPA 7191 mg/1 0.005 ND 05/10/91 DCE Lead, TCLP EPA 7421 mg/1 0.005 ND 05/10/91 KE Mercury, TCLP EPA 7470 mg/1 0.0005 ND 05/14/91 HH Selenium, TCLP EPA 7740 mg/l 0.005 ND 05/10/91 KE Silver, TCLP EPA 7761 mg/1 0.010 ND 05/09/91 DCE --- SERIES 35000 Total Metals Prep: Aqueous ICP EPA 3010 N/A 05/07/91 HH Total Metals Prep: Aqueous Furnace EPA 3020 N/A 05/07/91 BS Total Metals Prep: Aqueous, Hg EPA 7470 N/A 05/13/91 HH TCLP EXTRACTION EPA 1311 N/A 05/06/91 BS Signed �/ L ci Z } J C Q O Z Q W CC O Z Q O J W Z O 3 F- J Z ca j I w a �. J I w ., Z J i WJ JoI � I v I ° BIZ O w )ac6 o cc L? ✓ lj ill w �p 2J)a ¢ . oltii��� z m b�9y 'lox, ✓y I w w w U 0 \ x m i 0 Q iosr 00s y/� a z O f- W �i I w W <ccLLi z W 1O y� J 1>2 °a w cc z �OJ 06 z U) CC 0 S83N[ViNOO 'ON a. g a 30 1d101 LL a z z LU cr IS o O 1 CL Z o , ¢ W ;1 , W v' o ` o I i Q O a U) \cc 1 J wLU ^U M e- \ CL 1 Is w 1-0 CD Y LU O = O o ' 1 � � cn � LU u ¢ dWOO LU — Y ~ w U) H\ z OV89 z ` m w ' � I U w w a w a Ba Ln 0 Ln u o L P- u -D c fU 3 S � ¢ w Q w w Ln 0 (n z Y cc z a w aaCa� z0=cn J w 3 O q t i J }Zorn LU w w O cc J a w U O -j cc cc U) U) J 1 °ov m O o gm F- F- co gz a Q = H- U) w LU CC 2 O U U z o }' <L (n aa el LU O >. } m w Z( Z } F- LU z cc �} as 9 () O a LAW EW[IRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/22/91 Page 1 Lab Number 91-8712-01 Project No. AVM-2717 Project Name CHAMPION Manager: GEORGE MAALOUF Station ID AREA 12 Matrix SO Type COMP Collector AA Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time : 05/08/91 15:30 Received Date/Time : 05/09/91 10:50 Received From/By : AA/SE Chain of Custody : 4451 Number of Containers : 2 --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- INORGANIC CHEMISTRY RESULTS -- pH EPA 9045 units 2-12 8.3 05/22/91 KWH -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 Barium, TCLP EPA 6010 Cadmium, TCLP EPA 7131 Chromium, TCLP EPA 7191 Lead, TCLP EPA 7421 Mercury, TCLP EPA 7470 Selenium, TCLP EPA 7740 Silver, TCLP EPA 7761 --- SERIES 35000 Total Metals Prep: Aqueous ICP Total Metals Prep: Aqueous Furnace Total Metals Prep: Aqueous, Hg TCLP EXTRACTION --- SERIES 37000 Composite mg/1 0.005 ND 05/16/91 KE mg/1 0.1 1.0 05/17/91 DCE mg/1 0.002 ND 05/15/91 DCE mg/1 0.005 ND 05/16/91 DCE mg/1 0.005 ND 05/16/91 KE mg/l 0.0005 ND 05/17/91 HH mg/1 0.005 ND 05/20/91 DCE mg/1 0.010 ND 05/15/91 DCE EPA 3010 N/A 05/14/91 HH EPA 3020 N/A 05/14/91 HH EPA 7470 N/A 05/16/91 HH EPA 1311 N/A 05/13/91 HH N/A 05/14/91 HH �% L� • Signed L._ LAW ENVIRONMENTAL NATIONAL LABORATORIES TEST DATA REPORT Date 05/22/91 Page 1 Lab Number : 91-8712-02 Project No. : AVM-2717 Project Name : CHAMPION Manager: GEORGE MAALOUF Station ID : RINSATE Matrix : W Type : GRAB Collector : AA Remarks : --- Project Information --- Cust. No. . --- Sample Information --- Sampled Date/Time : 05/08/91 14:15 Received Date/Time : 05/09/91 10:50 Received From/By : AA/SE Chain of Custody : 4451 Number of Containers :__-1-- --- Test Data --- Parameter .............................. Method.... Units PQL....... Results... Test Date Analy -- METALS ANALYSIS - METALS PREP RESULTS -- Arsenic, TCLP EPA 7060 Barium, TCLP EPA 6010 Cadmium, TCLP EPA 7131 Chromium, TCLP EPA 7191 Lead, TCLP EPA 7421 Mercury, TCLP EPA 7470 Selenium, TCLP EPA 7740 Silver, TCLP EPA 7761 --- SERIES 35000 Total Metals Prep: Aqueous ICP Total Metals Prep: Aqueous Furnace Total Metals Prep: Aqueous, Hg TCLP EXTRACTION mg/1 0.005 ND 05/16/91 KE mg/1 0.1 ND 05/17/91 DCE mg/l 0.002 ND 05/15/91 DCE mg/l 0.005 ND 05/16/91 DCE mg/1 0.005 ND 05/16/91 KE mg/l 0.0005 ND 05/17/91 HH mg/l 0.005 ND 05/20/91 DCE mg/l 0.010 ND 05/15/91 DCE EPA 3010 N/A 05/14/91 HH EPA 3020 N/A 05/14/91 HH EPA 7470 N/A 05/16/91 HH EPA 1311 N/A 05/13/91 HH %1.✓t G Signed 7 O } W. cn J cur, W U o � 0 Q 0 1-- } w w w cc z U) O Cl) cr w m U o� z J w 0 z Z �L a UI 1 C) CC cM C C) W oQo V (M. w o-�-� J Z Z Z (nn N �upLu F-z^ C Q r w -4 Z.-Y_ zco w W O \� v l w iCc 0 vlz '� VIP 6 cc T 9JoJ'�6'x- ti d• r �o w cc z mr ti �z �e �0 r � y w 06 Sa3NIVIN00 i i w i cc O o cr m J m w O LJ o w w Fa- w cc 0 r w c v w v VjUcc V 1 a W400 a Q o. m N ava� x k k o w �Q I � a cn Q U)cc W4 wow�Q ~ z Q , W CO S Q � Q � �U3�3O LU nr �z0Up r I w Y Q < Q z s �zcl2c=nz a � Lrl rti � 1 � � , ' J w cc c-I �z� O } Z p U >�U)W O Q J o Z.) U O Cca:U) ) 0o o � mO gm 4. �' 0. o F— C z 0 w w 3 w ¢ a a O Q U � G O OU H Q W J o vi U } 0] W J Z LU r� V v z a a J ~ z O - %" a z 0 N m Y a N � Q vY STATE t� pulp vlAWy; IIiThxccyyy 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 L. Meyer William W. Cobey, Jr., Secretary Director August 19, 1991 Mr. Roger Lyda Director of Public Works Town of Canton P. O. Box 987 Canton, North Carolina 28716 RE: Town of Canton Landfill, Permit No. 44-04 Dear Mr. Lyda: Pursuant to our meeting on August 13, 1991 at the Town of Canton Landfill, the Solid Waste Section requests that the following actions be taken to remediate the situation which has occurred at the landfill: 1) To avoid administrative penalties, the Town of Canton must immediately ask for an extension of the compliance date sighted in the Notice of Violation issued on June 3, 1991. The Town of Canton has not met the August 1, 1991 deadline for coming into compliance. At this date, your landfill is operating out Of compliance and administrative penalties may be assessed. 2) The stockpiled material which is located off the permitted boundaries of the landfill, in the designated buffer zones (50 foot buffer from disposal areas to property line), and over the approved landfill vertical limits must be moved. The Town has the following options to remediate this specific problem: Option A - The material must be moved in 50-feet from the permitted property boundaries of the landfill. - Soil free of concrete, pipes, and debris may be separated, stabilized, and stockpiled for usage as daily cover. - All remaining debris must be disposed of in the currently operated working face of the landfill or over an area which has received intermediate or final cover. - The approved sediment and erosion control plan for the facility must be implemented immediately. - The Town of Canton must cease lateral expansion of landfilling activities into previously approved areas, except for the active working face of the landfill. An Equal Opportunity Afflnnative Action Employer Mr. Lyda August 19, 1991 Page 2 - The Town of Canton must apply for a five year vertical expansion permit. If this option is chosen, the Town of Canton must submit an application for a Vertical Expansion by January 15. 1992. This vertical expansion plan must cease all lateral expansion of landfilling activities (including the working face of the landfill), update all sediment and erosion control measures, be designed for phased development, show all existing and permitted property lines, and -meet the requirements of the enclosed document "Design Requirements for Vertical Expansion of Existing Sanitary Landfills.,, Option B - The material must be moved in 50-feet from the permitted property boundaries of the landfill. - Soil free of concrete, pipes, and debris may be separated, stabilized, and stockpiled for usage as daily cover. - All remaining debris must be disposed of in the currently operated working face of the landfill. No material may be disposed of in areas above the approved vertical height. - The approved sediment and erosion control plan for the facility must be implemented immediately. - The Town of Canton may not apply for a vertical expansion permit and may only fill according to the presently approved plan. If this option is chosen, the Town of Canton must submit an updated plan for the landfill which shows all property boundaries and location of all sediment and erosion control devices by January 15, 1992. Option C - The Town of Canton may purchase additional property which would add a minimum 50-foot buffer from the area in which the soil is stockpiled to a new property line. - The requirements outlined in Option A would also have to be followed. The City of Canton must notify the Section within 15-days of their plans. If you have any questions or comments, please contact Mr. Lyda August 19, 1991 Page 3 our office at (919)733-0692. Sincerely, Suzanne Molloy Environmental Engineer Solid Waste Section ENCLOSURE cc: Jim Patterson Julian Poscue Bill Stamey DerRick Brown