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