2201_ROSCANS_1989

N. )EPARTMENT OF HUMAN RESOURCES
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUMBER
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.
(4) EROSION CONTROL REQUIREMENTS
(a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site.
— (b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(5) DRAINAGE CONTROL REQUIREMENTS
— (a) Surface water shall be diverted from the operational area.
— (b) Surface water shall not be impounded over or in waste.
(c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
— (a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
— (b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
(a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
— (b) Solid waste shall not be disposed of in water.
— (c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
— (a) The site shall be adequately secured by means of gates, chains,
berms, fences, and other security measures approved by the
division, to prevent unauthorized entry.
— (b) An attendant shall be on duty at the site at all times while it is
open for public use to ensure compliance with operational
requirements.
— (c) The access road to the site shall be of all-weather construction
and maintained in good condition.
— (d) Dust control measures shall be implemented where necessary.
REMARKS
DATE
NAME:
(9) SIGN REQUIREMENTS
— (a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
— (b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
(c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
— (a) Open burning of solid waste is prohibited.
— (b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
(c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
(d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
— (e) Barrels and drums shall not be disposed of unless they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
(a) A site shall only accept those solid wastes which it is permitted to
receive.
— (b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
— (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
P. O. Box 2091, Raleigh, NC, 27602.
(12) MISCELLANEOUS REQUIREMENTS
(a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
— (b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Solid and Hazardous Waste Management Branch
(Revised 4/85)
azarclous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

N.- DEPARTMENT OF HUMAN RESOURCES
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUMBER
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.
(4) EROSION CONTROL REQUIREMENTS
— (a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site.
— (b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(5) DRAINAGE CONTROL REQUIREMENTS
— (a) Surface water shall be diverted from the operational area.
— (b) Surface water shall not be impounded over or in waste.
(c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
(a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
(b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
(a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
— (b) Solid waste shall not be disposed of in water.
(c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
— (a) The site shall be adequately secured by means of gates, chains,
berms, fences, and other security measures approved by the
division, to prevent unauthorized entry.
— (b) An attendant shall be on duty at the site at all times while it is
open for public use to ensure compliance with operational
requirements.
— (c) The access road to the site shall be of all-weather construction
and maintained in good condition.
(d) Dust control measures shall be implemented where necessary.
REMARKS
DATE
NAME:
(9) SIGN REQUIREMENTS
(a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
(b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
— (c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
— (a) Open burning of solid waste is prohibited.
(b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
— (c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
(d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
— (e) Barrels and drums shall not be disposed of unless they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
— (a) A site shall only accept those solid wastes which it is permitted to
receive.
(b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
— (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
P. O. Box 2091, Raleigh, NC, 27602.
(12) MISCELLANEOUS REQUIREMENTS
(a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
— (b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Solid and Hazardous Waste Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

T r
North Carolina Department of Human Resources
Division of Health Services
P.O. Box 2091 • Raleigh, North Carolina 27602-2091
James G. Martin, Governor Ronald H. Levine, M.D., M.P.H.
David T. Flaherty, Secretary April 24, 1989 State Health Director
Mr. Marshall E. Reynolds
Hayesville Sewage Plant
P.O. Box 235
Hayesville, N.C. 28904
Subject: Disposal of two tons/year of municipal wastewater treatment residue in
the Clay County Landfill (Permit #22-01)
Dear Mr. Reynolds:
General Statute 130A-294 authorizes the Solid Waste Management Section to
regulate solid waste management in North Carolina. It, therefore, gives authority
to the Section to evaluate wastes that may pose a threat to the environment or to
public health and to subsequently prohibit disposal of these wastes at a sanitary
landfill in accordance with Sections .0103(d) and (e) of the Solid Waste
Management Rules, 10 N.C.A.C. 10G.
Your recent request for disposal of the subject waste has been critically
reviewed and evaluated by section personnel. It is concluded that the waste is
not suitable for sanitary landfill disposal because of free liquid content which
caused the waste to not pass the paint filter test. For this reason, your request
is denied. It is recommended that the waste be disposed in a hazardous waste
landfill as non -hazardous waste. An alternative would be to treat the waste to a
drying process where it would be converted into a liquid -free sludge suitable for
land application with a permit from the N.C. Department of Environmental
Protection. As a last resort, after such treatment, the sludge might be suitable
for disposal in the landfill. At minimum, it must pass the paint filter test.
If you have any further questions, please contact this office at (919)
733-0692.
Sincerely,
William R. Hocutt
Waste Determination Coordinator
Solid Waste Branch
Solid Waste Management Section
WRH/mj
cc: 4mes Patterson
Calvin Ashley

Oxford Laboratories, Inc. Analytical and Consulting Chemists
DATE RECEIVED 2-23-89 1316 South l)fth Street
DATE REPORTED 3-3-89 Wilmington, N.C. 28401
8 9W 4 8 5 7 [phone]
PAGE 1 OF 1
ENVIRONMENTAL MAINTENANCE SYSTEMS P.O.
P.O. BOX 1355
CULLOWHEE-, N.C. 28723
ATTENTION: AL WIKE
SAMPLE DESCRIPTION: SLUDGE SAMPLE
1. SLUDGE
RESULTS
RESULTS: ON EPA LEACHATE
Arsenic, as
As, PPM
//<.005
Barium, as Ba,
PPM
;%<.020
Cadmium, as
Cd, PPM
<.010
Chromium, as
Cr, PPM
<.010
Lead, as Pb,
PPM
<.010
Mercury, as
Hg, PPM
v <.001
Selenium, as
Se, PPM
✓ <.005
Silver, as Ag,
PPM
<.010
Initial PH
7.2
RESULTS: AS
RECEIVED
Paint Filter
Test, ml/100 ml
100
NOTE: SAMPLE IS NOT A SLUDGE BY OBSERVATION.
* SAMPLE IS 100% FREE LIQUID BY PAINT FILTER TEST.
J
ROGER OXFOR CHEMIST

STATE OF NORTH CAROLINA
DEPARTMENT OF HUMAN RESOURCES
SOLID WASTE MANAGEMENT SECTION
SOLID WASTE BRANCH
PROCEDURE AND CRITERIA FOR WASTE DETERMINATION
- This procedure will be used by the Division of Health Services
to determine whether a waste is (1) hazardous as defined by 10 NCAC
10F, and (2) suitable for disposal at a solid waste management
facility.
The types of wastes that will be evaluated by this procedure are
primarily, but not exclusively, industrial and commercial wastes and
sludges, and Publicly Owned Treatment Works Sludges.
The Division of Health Services 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 render the wastes
environmentally immobile prior to disposal at a sanitary landfill.
Wastes disposed at sanitary landfills must be non -liquid and,'in a
form that can be confined, compacted, and .covered in accordance with
the "Solid Waste Management Rule". APPROVAL TO DISPOSE OF THE WASTE
SFALL ALSO BE C 3TAINED FROM THE OWNER OR OPERATOR OF THE LANr.-:ILL
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 INFORMATION
1. Name, telephone number and mailing address of facility or person
generating waste
2.
Specific location
ofaste (i.e. SR. #, county,
city, etc...)
3.
What is the waste?
I.
4.
What volume of disposal
will there be?
5.
What frequency of
disposal will there be?
6.
Explain either the
manufacturing process or -how
the waste was
generated.
"' �-

B INFORMATION FOR HAZARDOUS (RCRA) DETERMINATION (10 NCAC 1OF .0029)
1. Is the waste listed under .0029(e) (i.e., 40 CFR 261.31 -
261.33)? If yes, list number.
*2. Does the waste exhibit any of the four characteristics as
defined by .0029(d) (i.e., 40 CFR 261.21-261.24)? (Attach
laboratory results for EP Toxicity, Reactivity, Ignitability,
Corrosivity.)
C INFORMATION FOR LANDFILLING DETERMINATION
1. Does the waste contain any hazardous waste constituents listed
in .0029(e), Appendix VIII (i.e., 40 CFR 261, Appendix VIII)? If
yes, what constituents and what concentration? (Attach
laboratory results)
2. What other constituents are present and in what concentration?
(Attach laboratory results)
3. Will the handling and disposal of this waste create dust
emissions which may cause a health hazard or nuisance to
landfill personnell. /V 0
*4. Does the waste pass the "paint filter" test for free liquids
(Method 9095 in S.W. 846)? (Attach laboratory results) ,I -a
*5 . Which solid waste management facility is the request foA na=iie ,7
of landfill and permit number, incinerator, etc...
*6. Specify how the waste will be dejj-vered - in bulk or containers
(i.e. barrels, bags, etc.)
"I hereby certify that the information submitted in regard to
( name of waste) is true and
corfect to the be:6 t .of my�o'wledge and belief."
(print name) �,
( date) 3-
All questions concerning this "Procedure" should be directed to
the Solid Waste Branch at [phone]. Answer specific questions
in space provided. Attach additional sheets if necessary.
Complete all information, sign, and submit to:
Division of Health Services
Solid Waste Branch
P.O. Box 2091
Raleigh, N.C. 27602-2091
Attn: Waste Determination
DHS Form 3151 SWB REV. 9/88

,. DEPARTMENT OF HUMAN RESOURCE.
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUMBER
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.
(4) EROSION CONTROL REQUIREMENTS
(a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site. , .. el, !
(b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(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)
(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. (11)
— (c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
(a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
(b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
— (a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
(b) Solid waste shall not be disposed of in water.
(c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
(a) The site shall be adequately secured by means of gates, chains,
berms, fences, and other security measures approved by the
division, to prevent unauthorized entry.
(b) An attendant shall be on duty at the site at all times while it is
open for public use to ensure compliance with operational
requirements.
— (c) The access road to the site shall be of all-weather construction
and maintained in good condition.
— (d) Dust control measures shall be implemented where necessary.
REMARKS
DATE: NAME:
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.
(12) MISCELLANEOUS REQUIREMENTS
— (a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
(b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Solid and Hazardous Waste Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

,. DEPARTMENT OF HUMAN RESOURCE,
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERM
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE
LOCATION
COUNTY
SIGNATURE OF PERSON(S) RECEIVING REPORT
SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW
WITH A CROSS (X).
(1) PLAN 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.
— (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'
r
DATE: a
NAME
(9) SIGN REQUIREMENTS
— (a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
(b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
— (c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
— (a) Open burning of solid waste is prohibited.
— (b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
(c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
(d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
(e) Barrels and dru ms shal I not be disposed of u n less they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
— (a) A site shall only accept those solid wastes which it is permitted to
receive.
— (b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
— (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
P. O. Box 2091, Raleigh, NC, 27602.
(12) MISCELLANEOUS REQUIREMENTS
— (a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
— (b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Solid and Hazardous Waste Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

DEPARTMENT OF HUMAN RESOURCE
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME -OF SITE COUNTY
LOCATION SIGNATURE OF PERSON(5) RECEIVING REPORT
It
y t
PERMIT NUMBER
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.
(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.
(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)
(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. (11)
(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: s f?l�) Cl/. a: y ' f:> ' i tt� '� . Ali"
1 /cps 1,9 J f)r A-r_ � q kljar 1,1
DATE: d �.j' t'j� % NAME --
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 dru ms shall not be disposed of u n less they are em pty
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.
(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.
lid 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 STATE o
f W g>
t 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 ; Dc+ober 20, 1989
William W. Cobey, Jr., Secretary
Mr. Marshall E. Reynolds
Hayesville Sewerage Plant
P.O. Box 235
Hayesville, NC 28904
William L. Meyer
Director
Subject: Once/Year Disposal of Two Tons of Wastewater Treatment Sludge at the
Clay County Landfill, (Permit #22-01).
Dear Mr. Reynolds:
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 shall be land applied in an area of the landfill which has
received two feet of earthen cover or in a virgin area.
4. Additionally, a submittal of the Waste Determination Form and supportive
analytical data, is required on the second anniversary of this approval.
Failure to meet these conditions may result in revocation of this approval,
and subsequently, an administrative penalty. The approval is subject to change if
new regulations were to prohibit this practice. If the process which generates
the waste changes or if the composition of the waste changes significantly, this
approval is void and re-evaluation of the waste will be required prior to
subsequent disposal.
If you have further questions, please contact this office at [phone].
Sincerely,
William R. Hocutt
Waste Determination Coordinator
:solid Waste Section
cc: %er es Patterson
Calvin Ashley

STATE OF NORTH CAROLINA
DEPARTMENT OF HUMAN RESOURCES
SOLID WASTE MANAGEMENT SECTION
SOLID WASTE BRANCH
PROCEDURE AND CRITERIA FOR WASTE DETERMINATION
This procedure will be used by the Division of Health Services
to determine whether a waste is (1) hazardous as defined by 10 NCAC
10F, and (2) suitable for disposal at a solid waste management
facility.
The types of wastes that will be evaluated by this procedure are
primarily, but not exclusively, industrial and commercial' wastes and
sludges, and Publicly Owned Treatment Works Sludges.
The Division of Health Services 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 render the wastes
environmentally .immobile prior to disposal at a sanitary land ill.
Wastes disposed at sanitary landfills must be non -liquid and '"in a
form that can be confined, compacted, and .covered in accordance with
the "Solid Waste Management Rule". APPROVAL TO DISPOSE OF THE WASTE
SHALL ALSO BE OBTAINED FROM THE OWNER OR OPERATOR OF THE LANDFILL
PRIOR TO DISPOSAL.
The following information is required for an evaluation.
Incomplete waste determination forms will be returned to the
generator without review. An asterisk(*) denotes information
required for Publicly Owned Treatment Works.
A * GE TERAL INFORMATION
1. Name, telephone number and mailing address of facility or person
.generating waste�,�
Specific _location of waste (i.e. SR. #, county, city, etc...)
Cam- f `- 01�- �7% ,��7-��'� �/ �G�C = , �i • C - � y'�
. .3... What is the waste? �. %� j U (� Z iIv✓�C 5 L ;�
4 What volume of. disposal will there be?
5 . What frequency of disposal will there be?
6. Explain either the manufacturing process or how the waste was
generated.

B INFORMATION FOR HAZARDOUS (RCRA) DETERMINATION (10 NCAC 1OF .0029)
1. Is the waste listed under .0029(e) (i.e., 40 CFR 261.31 -
261.33)? If yes, list number.
*2. Does the waste exhibit any of the four characteristics as
defined by .0029(d) (i.e., 40 CFR 261.21-261.24)? (Attach
laboratory results for EP Toxicity, Reactivity, Ignitability,
Corrosivity.)
C INFORMATION FOR LANDFILLING DETERMINATION
1. Does the waste contain any hazardous waste constituents listed
in .0029(e), Appendix VIII (i.e., 40 CFR 261, Appendix VIII)? If
yes, what constituents and what concentration? (Attach
laboratory results)
2.
What other constituents are present and in what concentration?
(Attach laboratory results)
3. Will the handling and disposal of this waste create dust
emissions which may cause a health hazard or nuisance to
landfill personnell. 0
*4. Does the waste pass the "paint filter" test for free liquids
(Method 9095 in S.W. 846)? (Attach laboratory results) U:
*5. Which solid waste management facility is the request for (name
of landfill and permit number, incinerator, etc... )? e2e�u
01
*6. Specify how the waste will bee vered - in bulk or containers
(i.e. barrels, bags, etc.) g��
"I hereby, certify that the 'nformation submitted in regard to
(name of waste) is true and
cor ect to the t .of my wledge and belief."
( print name) -
(signature �Y
( title ) -�
( date)
All questions concerning this "Procedure" should be directed to
the Solid Waste Branch at [phone]. Answer specific questions
in space provided. Attach additional sheets if necessary.
Complete all information, sign, and submit to:
Division of Health Services
Solid Waste Branch
P.O. Box 2091
Raleigh, N.C. 27602-2091
Attn: Waste Determination
DHS Form 3151 SWB REV. 9/88

SEAMNIEINTATION
NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
LAND QUALITY SECTION: Interchange Building, 59 Woodfin Place, Asheville, N.C. 28802 [phone]
County Project:
Project Location
Person(s) Financially Responsible
Address
1. Pictures: Yes ❑ No Number Prints ❑ Slides ❑ Video ❑
2. Weather & soil conditions
3. Is site currently under Notice of Violation ? Yes ❑ No❑
4. Is the site in compliance with the S.P.C.A. and Rules ? Yes❑ No If no check violations below.
5. Violations:
❑ a. No approved plan, G. S. 113A-57 (4) and 15 N.C.A.C. 4B.0007(c) ❑ f. Failure to take all reasonable measures, 15 N.C.A.C. 413.0005
❑ b. Failure to follow approved plan, G.S. 113A-61(d) ❑ g. Inadequate buffer zone, G.S. 113A-57(1)
❑ c. Failure to submit revised plan, G.S. 113A-54(d)(4)and ❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
15 N.C.A.C. 4B.0017(a) ❑ i. Unprotected exposed slopes, G.S. 113A-57(2)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and ❑ j Failure to maintain erosion control measures,
15 N.C.A.C. 4B.0007 (b) 15 N.C.A.C. 4B.0013
❑ e. Insufficient measures to retain sediment on site, G.S. 113A-57(3) ❑ k.Other (describe)
6. Has off -site sedimentation occurred since last inspection ? Yes ❑ No ❑
Degree: Slight ❑ Moderate ❑ Severe ❑
7. Contact made with (Name) Title (Name)
Inspection Report given to:
8. Copy of inspection report to be sent to person(s) responsible:
Other (Name) Date Sent
9. Corrective actions needed:
10. Comments:
Report by: Others present
Date of inspection

RECEIVEo
'CLAY CO. FINANCE
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor LETTER OF APPROVAL Ann B. Orr
William W. Cobey, Jr., Secretary Regional Manager
December 7, 1989
Mr. Carl Moore
Clay County Manager
P. 0. Box 118
Hayesville, NC 28904
Dear Mr. Moore:
This office has reviewed the erosion and sedimentation control plan
submitted for the project listed below. We find the plan to be acceptable and
hereby issue this Letter of Approval. Please be advised that Title 15, North
Carolina Administrative Code 4B.0017(a), requires that a copy of the approved
soil erosion control plan be on file at the job site. Also, you should consider
this letter to give the Notice required by NCGS 113A-61(d) of our right of
periodic inspection to ensure compliance with the approved plan.
The State's Sedimentation Pollution Control Program is a performance -
oriented program requiring protection of the natural resources and adjoining
properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS 113A-51 to 66, this
office may require revisions to the plan and implementation of the revisions to
ensure compliance with the Act.
Please note that this approval is based in part on the accuracy of the
information provided in the Financial Responsibility Form which you have
provided. You are requested to file an amended form if there is any change in
the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your
cooperation is appreciated.
Sincerely,
Richard A. Phillips, P.E.
Regional Engineer
RAP:a
Project name: Clay Co. Landfill
Location: Clay County
Date received: 12/1/89
Date approved: 12/6/89
New submittal ( x ) Revision ( )
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

SLAT[ o
v +
North Carolina Department of Human Resources
Division of Health Services
P.O. Box 2091 C Raleigh, North Carolina 27602-2091
James G. Martin, Governor
David T. Flaherty, Secretary
Mr. Carl S. Moore
Clay County Manager
P.O. Box 118
Hayesville, N.C. 28904
June 21, 1989
Ronald H. Levine, M.D., M.P.H.
State Health Director
Re: Installing a Submergible Pump in a Monitoring Well at the Clay
County Landfill (Permit #22-01)
Dear Mr. Moore,
Upon a thorough review of the literature that you provided, our
office does not recommend installing the submergible pump in the
upgradient monitoring well at the Clay County Landfill, because this
could compromise the integrity of ground -water samples taken from
this well. Installing a pump would prevent the use of bailers for
ground -water sampling. Therefore, you would be creating a "dedicated
monitoring system".
The pump proposed does not meet the technical specifications
necessary for use in a dedicated monitoring system. Some of the
internal parts of the pump are not made of inert materials and could
contaminate ground -water samples. Also, this pump does not have the
ability to regulate the water flow adequately to collect VOA samples
without undue volatilization. (Refer to pages 6 and 7 of the "North
Carolina Water Quality Monitoring Guidance Document For Solid Waste
Facilities".)
Since the various parameters are analyzed in parts per million
and parts per billion, every reasonable precaution must be taken to
avoid possible contamination. Because of the potential liability
associated with water quality data, it is of the utmost importance to
ensure the integrity of the sampling equipment and sampling
techniques. Unfortunately, a pump that would meet the technical
specifications for a dedicated monitoring system would probably not
have the characteristics required to serve the purpose you desire
of cleaning landfill equipment. Finally, the mere installation of
the pump may jeopardize the integrity of the well itself.

Page 2
For these reasons, our office believes it would be best to avoid
any potential problems of contamination by restricting the use of
monitoring wells for monitoring purposes only. Subsequently, the
request to install a submergible pump is not approved. If you have
any questions or we can be of further assistance, please contact our
office at [phone].
Sincerely,
'dL�
Bobby Lutfy
Hydrogeological Technician
Solid Waste Branch
Solid Waste Management Section
BL
cc: Mike Babuin
,,Jim Patterson

RECEIVED
Date Reported: 07/18/09
JUL 2 0 1989
op;;
eowpoomcohal DUMP lot CLAY CO. FINANCE
54 RAVENSCROFT DRIVE
ASHEVILLE. NC 28801
704 - 2507176
Carl Moore
Clay County
PO Box 118
Hayesville, NC 20904
Date Collected: 06/22/89
Date Received: 06/22/89
County=Clay
Permit Number:
Number of Samples.4
Sample ti Location
MW 1 Beside landfill
MW .2 Middle Well
NW 3 Farthest to Right
MW 4 On Mountain
Method
Parameters
Results in mg/l
Sample Number -----------------
1.
2.
3.
4. 5.
150.1
pH (Standard Units)
6.62
6.34
7.20
6.95
405.1
BOD-5 @20C
3.5
3.0
2.3
2.3
410.2
COD u/K2Cr2O7
8.5
6.1
13.3
0.8
160.1
Total Dissolved Sol i bs
100.0
103.0
222.0
44.0
415.2
Total Organic Carbon
3.08
2.13
2.23
� D
1.70
Total Organic Halogens:
0.011
0.024
Z010
<0.005
325.3
Chloride
2.0
2.0
6.0
2.0
340.2
Fluoride
<;0.1
0.15
0.16
<;0.1
352.1
Nitrate
0.30
0.27
0.53
0.12
375.4
Sulfate
2.4
2.4
33.2
3.4
120.1
Specific Conductance
85
125
275
40
Water Dept. feet
18.91
67.7
64.05
63.85
Depth to water
5.72
36.92
21.52
40.67
Method
Metal Parameters
Results
in mg/.1
Sample Number ------------------
1.
2.
3.
4. 5.
206.2
Arsenic (A=)
&. 005
<::0. 005
<;0. 005
<0. 005
208.1
Barium (Da)
2.722
0.453
0.441
0.444
213.1
Cadium (Cd)
<& 10
40.010
0.010
<:0.00
218. 1
Chromium (Cr)
<::0. 0'20
<:0. 020
<;0. 0'20
- <;0. 020
220.1
Copper (Cu)
0.00
0.026
<0.010
<0.010
36.1
Iron (Fe)
0.011
1.295
0.046
0.300
239.2
Lead (Pb)
<:0.050
<::0.050
<'0. 050
<0.050
243.1
Manganese (Mn)
1.343
0.209
0.027
0.050
245.1
Mercury (Hg)
<::. 000'2
Q 0002
00002
<::. 0002
270.2
Selenium (Se)
<0.010
<0. 005
<::0. 005
<:0. 005
272.1
Silver (Ag)
<0.010
<:0.010
<0.010
<;0.010
289.1
Zinc ( Z n)
0.062
0.040
0.019
0.030
Acid Digestion
Yes.
Yes
Yes
Yes
Comments:
Certified By:�f�,-i2
SOURCE TESTING / AMBIENT AIR / WATER / WASTEWATER / HAZARDOUS WASTES / INDUSTRIAL HYGIENE / GROUNDWATER CONSULTING

STATE 4�
esY .Vyv,.J�•.
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. Carl S.
Clay County
P.O. Box 118
Hayesville,
Moore
Manager
N.C. 28904
November 27, 1989
William L. Meyer
Director
Re: Conditional Approval of Request to Use Deep Well for Purposes
Other Than Ground -water Monitoring at the Clay County Sanitary
Landfill (Permit #22-01)
Dear Mr. Moore,
This letter is in response to your request to use the deep well
(that is part of the upgradient well nest at the Clay County Landfill
facility) for washing landfill equipment and other purposes other
than monitoring. Our office does not have a map that.shows the
location of the deep well. Since it is described as being part of an
upgradient well nest, I am assuming that this well is located near
the other upgradient monitoring well, designated as MW-1 on the Clay
County Landfill facility map on file in our office. Based on this
assumption, and the fact that this deep well is constructed in a
manner that does not meet the design specifications of the Solid
Waste Section for monitoring wells, our office approves the use of
this well for other purposes.
During the course of evaluating the Well Completion Records,
another problem surfaced regarding the monitoring system established
at the Clay County Landfill. It appears that all of the monitoring
wells were drilled deeper than is necessary or desirable for
detection monitoring purposes. I am enclosing a letter recently sent
by our office to Rufus Donaldson Well Drilling concerning the
installation of monitoring wells that are too deep for an effective
detection monitoring system.
In our recent telephone conversation you expressed a willingness
to drill another monitoring well to replace the deep well you want to
use for washing landfill equipment. I would really like to see
several shallow monitoring wells established to more effectively
monitor the impact of the landfill on the uppermost aquifer. These
more shallow wells would be somewhat less expensive than the deeper
wells already constructed. Ideally, a well in the saturated soil
zone is needed at each of the locations already having a deeper well.

Page 2
I would appreciate the opportunity to discuss with you the
modification of your existing ground -water monitoring system to
accomodate these concerns. Our office has not received any
analytical data from the sampling of the wells at the Clay County
Landfill facility. If the wells have been sampled, please forward
copies of the analytical results to our office. This data will be
useful in evaluating what additional modifications are needed in your
monitoring system.
Please contact our office if you have any questions or comments
regarding the content of this letter. I will look forward to hearing
from you so we can discuss the monitoring program at the Clay County
Landfill.
Sincerely,
sd"(�
�/04-
Bobby Lutfy
Hydrogeologist
Solid Waste Section
cc: Jim Coffey
Jim Patterson
Attachments

CLAY COUNTY COMMISSIONERS:
P.O.ARRELL MOORE
.O. BOX 118
CHAIRMAN
HAYESVILLE, N.C. 28904
FRANK WOODARD
[phone] JIMMY JOHNSON
December 4, 1989
Mr. Bobby L-ufty, Hyydrogeologist
Solid Waste Section Department of
Health & Natural Resources
P; O. Box 27687
Raleigh, North Carolina 27611
Dear Mr. LLIfty:
Attached vs a copy of our Monitoring We11 Analysis Report
for samples taken in late June and reported: on July 24, 1 89.
1 was -told that a copy cif this report w6siforwarded ;to
your office.
I am at a loss as to why" our monitoring ,wd11s are
insufficient for sampl my fps,. yoi► know, 4 representative
fromlibe Division of SAId WOB14 Section visited
us ah1met with the thlee local well dr ijiler-s who
were interested in bidding. Jim lotters6b and 1.. were
bt�tF� present d ur og th,i s present at i oh. I-n-antedNIA
�idder-•s- Gc-t�av�`tha+ _t~orrect ir,fot`inatxcn ���d tor.�CrE`F:i�rn
they urr +Y, tc�c�d, h��w .critical it way s h tie tFiese a Is
co►,st rust ed �proP&r 1 y:.
fill now;
DuQV
ring nth► "b-Workshpp i biddet^s. asked gUe�sL3:C�r'�0,.� RAU
fiver e ins Ouet ed inn""' icnd6j" aOiirt p
Cl,ueAi0hSt�atY?0Be c7_s jo the '� bdt"` Cif `V1el.�'r TWd0
up--yradent wells were to be drilled with"ths ems; . -.
ad-ditional wells around the outer"PRrimeter ofs the
landfi 1;1. It was decider) that, the r`n�^�in %.tes
. r - t �. nq w,e.1 1.
phould e constructed in ;a: rnmpheol"As. if it gweye tC',
delve. a pr iv�ate "dwelling: , :•'1t'.,'w,determined t)��s•
avel l .shc�ild >tie ,dl^filled thr 'yh th;e. bedroll fl, 4
_Int i l �K'11"r Cif w6ter was hi ipt and : thet~r dri`11>~I
_ additionl , ;Wfeet. Also"Athaw well.could b+
in diameter, The other MCA this "nogg
would be drilled to first water as well as the
three additional ones around the landfill
1 confirmed that Mr. Donaldson had experience
in drilling monitoring wells and he had drilled
wells for the U.S. Air Force. He had constructed
these wells on the Dobbins Air Force Base in
Marietta, Ga. Not only was he experienced, but

C.S. Moore's page 2 December 4, 1989
' he was the low bidder. Therefore, I awarded
' him the bid, and to the best of my knowledge
he constructed these wells as instructed. I
� felt comfortable with my decision, and even
' recommended him to our neighboring counties.
Bobby, I standy read to make whatever adjustments
necessary to correct this situation. We do
however, request that whatever adjustments made be
made as economically as possible. For our small
county we already have a sizable investment in
these wells. We are trying to operate a decent
landfill and meet other obligations in operating the
county on a limited budget of $2,606,464--an almost
impossible task.
Sincerely,
County Manager
CSM:hms
Enclosure (1)
_ cc: Jim Coffey

STAif 4='VIN
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Solid Waste Management
P.O. Box 27687 ' Raleigh, North Carolina 27611-7687 .
James G. Martin, Governor
William W. Cobey, Jr., Secretary
November 22, 1989
Mr. Rufus Donaldson
Rufus Donaldson Well Drilling
P.O. Box 943
Hayesville, N.C. 28904
William L. Meyer
Director
Re: The Installation of Ground -water Monitoring Wells at Landfills
Permitted by the N.C. Solid Waste Section
Dear Mr. Donaldson,
Our office continues to be concerned by the extreme depths of
some of the monitoring wells you have been installing. The purpose
of this letter is to clarify what the Solid Waste Section requires in
the design and construction of ground -water monitoring wells at
landfill facilities.
The purpose of establishing a ground -water monitoring system is
to determine the effect of the landfill on the ground water of the
area. Since the ground water that would be affected first is in the
uppermost portion of the aquifer, this zone is where the well screens
need to be set. In the majority of cases this will mean the wells
will be constructed in the around water in the saturated soil zone
above the bedrock.
It is desirable to set the well screens in the most highly
conductive zones of the uppermost aquifer. Frequently this means
placing the well screens in the saprolite just above the bedrock.
Since drilling into the bedrock could provide a pathway for ground
water contamination to spread, it is not desirable to drill into the
bedrock unless it is absolutely necessary. Therefore if any ground
water is encountered in the soil zone (above bedrock), you should not
drill into the bedrock.
If no ground water at all is encountered in the soil zone, then
it will become necessary to continue drilling untill ground water is
found. In constructing monitoring wells in bedrock, drilling should
continue only 12 to 15 feet past the water table (i.e. - where water
is first encountered).

Page 2
The Well Completion Records you sent our office for Clay County
indicate that ground water was encountered at depths of 3 to 26 feet
below the top of the well casings. The wells were drilled to depths
of 45 to 70 feet. Therefore these wells were installed much deeper
than is necessary or desirable. Our office does not approve the
drilling of wells this deep for detection monitoring purposes. In a
recent conversation you stated that the monitoring wells installed in
Cherokee County had to be drilled to depths of 109 to 247 feet
because the water table was not penetrated until these depths were
reached. However, a TVA map submitted as part of the Site Plan for
the Cherokee County Landfill indicates that the water table is
encountered at depths of less than 10 feet in several areas,
especially at the lower end of the landfill site near the river.
Perhaps the difficulty is in some confusion over how to define
"water table". The water table is the upper limit of the ground
wholly saturated with water. In drilling a drinking water well one
wants to drill (usually into bedrock) until a "water zone" is found
that provides an adequate "yield" of water. For the design of a
detection monitoring well the objective is different. One wants to
merely penetrate the "water table" sufficiently to obtain an adequate
amount of water for sampling purposes. Finding "water zones" or
zones of good "yield" are of little importance for monitoring wells,
since only a small amount of water is needed for sampling. It is of
much more importance to monitor the ground water in the saturated
soil zone just below the water table (and above the bedrock in most
hydrogeological settings).
I have enclosed a copy of our current "Guidance Document", a
"Typical Monitoring Well Schematic" diagram, and some sketches
showing where to set the well screens. Hopefully this letter has
clarified what the Solid Waste Section requires for monitoring well
design and construction. In the future please construct all
monitoring wells at landfills according to the guidelines outlined in
this letter and in the "North Carolina Water Quality Monitoring
Guidance Document For Solid Waste Facilities". If you have any
questions while drilling a monitoring well at a particular landfill
site, please call us for assistance. If you have any general
questions or comments regarding the contents of this letter, please
contact our office at [phone].
Sincerely,
J8&4�- A3
Bobby Lutfy
Hydrogeologist
Solid Waste Section
cc: Jim Coffey
Jim Patterson
Attachments

TYPICAL MONITORING WELL SCHEMATIC
OUTER CASING WITH CAP & LOCK
(Height Above Ground < 2.5 It.)
VENT HOLES
VENTED CAP J"'^
(Tellon,Stainless Steel, or PVC)
1 1 /4" x 1 1 /4"' x 2" ANGLE
MINIMUM 2—INCH (I.D.)
(Teflon, Stainless Steel,
or Schedule 40 PVC)
Threaded Coupling Must Be Used
(Avoid Use of Solvents)
FILTER PACK SHOULD EXTEND
NO MORE THAN 2 FEET
ABOVE THE SCREEN
• •
SAND BACKFILL (NC #2 S)
WELL SCREEN: -
(Slotted Teflon, Stainless Steel,
or Schedule 40 PVC) _
END CAP
(Teflon, Stainless Steel, PVC)
SOLID WASTE_SECTION
SOLID WASTE MANAGEMENT DIVISION
COPY of WELL COMPLETION REPORTS (DHS 3342)
sUbMPPPED TO THE SOU@ WASTE SECTION
UPON COMPLLrrION OF MONITORING WELL .
CONCRETE COLLAR EXTENDING
AT LEAST 3.0 FEET BELOW
GROUND SURFACE
GROUT BACKFILL
1.0 FOOT SEAL OF
BENTONITE PELLETS
(The Bentonite Pellets Should Be
Allowed To Hydrate Prior To
Placing Grout In The Annular Space)
SCREEN INTERVAL
(Not To Exceed 10 Ft.)

i v.
told
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44.e
cl,
Sa��rat�
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K(W,4r'retZZ6%4Lj;
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�t�/4T�lL Za.�e S If

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
LAND QUALITY SECTION. Interchange Building, 59 Woodfin Place, Asheville, N.C. 28802 [phone]
County Project: ) 44M/.)r!(1 Case #
Project Location
Person(s) financially Responsible
Address V 0 • (" o`! I 16 f- SN ( ,
I.Pictures: Yes ❑ No❑' Number Prints ❑ Slides ❑ Video ❑
.i
2. Weather & soil conditions C W-L �j-
3. Is site currently under Notice of Violation ? Yes ❑ No[3"'
4. Is the site in compliance with the S.P.C.A. and Rules ? YesE]'-No ❑ If no check violations below.
5. Violations:
[] a. No approved plan, G. S.113A-57 (4) and 15 N.C.A.C. 413.0007(c) ❑ f. Failure to take all reasonable measures, 15 N.C.A.C. 413.0005
❑ b. Failure to follow approved plan, G.S. 113A-61(d) ❑ g. Inadequate buffer zone, G.S. 113A-57(1)
❑ c. Failure to submit revised plan, G.S. 113A-54(d)(4)and
15 N.C.A.C. 413.0017(a)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
15 N.C.A.C. 411.0007 (b)
❑ e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
❑ i. Unprotected exposed slopes, G.S. 113A-57(2)
❑ j Failure to maintain erosion control measures,
15 N.C.A.C.4B.0013
❑ k.Other (describe)
6. Has off -site sedimentation occurred since last inspection ? Yes ❑ No ❑—
Degree: Slight ❑ Moderate ❑ Severe ❑
7. Contact made with (Name) ^-^"" "' Title (Name)
Inspection Report given to:
8. Copy of inspection report to be sent to person(s) responsible:
Other (Name)
9. Corrective actions needed:
10. Comments: �j1 = .J J';L. /.i'', d"-)Gj (�. <Y, ��.l -��f�; {::�. 0, � � j..'%J ,.��,',��.d7
Report by: - Others present
Date of InspectionZ l4z f �%

+
MARCH 198,71
^�
A.
exganaion of landfill. (See cross -se onh on WtWwhed
sheet No. 8). All areas by planimete hes with
horizontal scale being 1"=50' and ve�t ing
1"=10' on all cross -sections. Therefor inch Area
equals: 1 square inch x 500 SF/sq.in.=500 ST:117-
'
B.
STA. 0-40: Zero Section
STA. 0+00: 0.95 sq.in.
STA. 1+00: 1.92 sq.in.
STA. 2+00: 2.96 sq.in.
STA. 3+00: 4.03 sq.in.
STA. 4+00: 5.25 sq.in.
STA. 5+00: 4.50 sq.in.
STA. 6+00: 2.96 sq.in.
STA. 7+00: 1.28 sq.in.
STA. 8+00: Zero Section
C.
= 0.475 sq.in.
2
0.95 sq.in.(500 SF/sq.in.)(40 Ft.) =
= 1.435 sq.in.
2
1.435 sq.in.(500 SF/sq.in.)(100 Ft.) =
`
`^
= 2.44 sq.in.
2
2.44 sq.in.(500 S.F./sq.in.)(100 Ft.) =
= 3.495 sq.in.
2
3.495 sq.in.(500 S.F./sq.in.)(100 Ft.) =
= 4.64 sq.in.
2
4.64 sq.in.(500 S.F./sq.in.)(100 Ft.) =
= 4.875 sq.in.
2
4.875 sq.in.(500 S.F./sq.in.)(100 Ft.) =

M
= 3.73 sq.in.
2
3.73 sq.in.(500 S.F./sq.in.)(100 Ft.) =
= 2.12 sq.in.
2
2.12 sq.in.(500 S.F./sq.in.)(100 Ft.) =
= 0.64 sq.in.
2
.064 sq.in.(500 S.F./sq.in.)(100 Ft.) =
`
TOTAL CUBIC FEET 1,178,250 C.F.
= 43,639 C.Y.of Earth Excavation
27 C.F./C.Y.
A. Clay County population approximately 6700 c.
*Utilize 5 lbs/c. of trash generated per day.
Tfen: 6700 c. x 5 lbs/c. x 365 days/year = 12,227,000 lbs
of trash/year
and: Trash weight (compacted with a dozer) of 800#/cu.yd.
results in ( ) yearly in place, trash
800 #/cu.yd.
volume of approximately 15,284 cu.yd./year.
Landfill life of approximately 5 years,(per maximum length
of permit being issued by Solid Waste Branch) results in
15,284 cu.yd./year(5 years\`e}quals total
volume.
B. TVA Plans (1972) predicted 33 cu.yd. (compacted) per day and
landfill life of eleven (11) years.
hence: 33 cu.yd. (365 days/year) = 12,045 cu.yd. per year
This current lateral expansion would place approximately
15,284 cu.yd./year for a period of five (5) years and the
original TVA fugures result in 60,225 cu.yd./year in the
initial five years of operation. The tsti ated life of
facility was set at 11 years on the TVA plans (132,495
cu.yd)

+
MARCH -4Er)
I.
A. Total volume calculations on new lateral expansion of
landfill. (See cross -sections on attached sheet No. 8). All
areas by planimeter in square inches with horizontal scale
being 1" = 50' and vertical scale being 1" = 10' on all
cross -sections. Therefore 1 square inch area equals 1
square inch x 500 S.F./sq.in. = 500 S.F.
B.
Sta.
0-40: Zero Section
Sta.
0+00: 0.965 sq.in.
,
Sta.
1+00: 3.51 sq.in.
Sta.
2+00: 6.70 sq.in.
Sta.
3+00: 11.45 sq.in.
Sta.
4+00: 19.29 sq.in.
Sta.
5+00: 15.43 sq.in.
Sta.
6+00: 5.40 sq.in.
Sta.
7+00: 2.31 sq.in.
Sta.
8+00: Zero section
C. 'Total Qolume_jalculationa
= 0.4825 sq.in.
0.4825
2
sq.in.(500 S.F./sq.in.)(40
ft.) =
= 2.238
sq.in.
2.238
2
sq.in.(500 S.F./sq.in.)(100
ft.) =
3
= 5.105
sq.ih.
5.105
2 `
sq.in.(500 S.F./Aq.irf.`)(100
ft.) =
= 9.075
sq.in.
9.075 sq.in.(500 S.F./sq.in.)(100 ft.) = 453.750 OF
= 15.37 sq.in.
2
15.37 sq.in.(500 S.F./sq.in.)(100 ft.) =ZE
= 17.36 sq.in.
2
17.36 sq.in.(500 S.F./sq.in.)(100 ft.) =
= 10.415 sq.in.
2
10.415 sq.in.(500 S.F./sq.in. )(100 ft.) =

+
= 3.855 sq.in.
2
3.855 sq. in. (500 S.F./sq.in. )(100 ft.) =
= 1.155 sq.in.
2
1.155 sq.in.(500 S.F./sq.in.)(100 ft.) =
TOTAL 3,116,750 C.F.
THEN: = 115,435 C.Y. Total Volume
27 C.F/C.Y.
D. Landfill Life (Years
Utilizing ratio of 2:1 (Trash to Earth) and setting x =
Total Earth and 2x = Total Trash
x + 2x = 115,435 C.Y. total volume
3x = 115,435 C.Y.
x = 38,478 C.Y. Earth Required
2x = 76,956 C.Y. Compacted Trash
Earth Excavation = 43,639 C.Y.
Excess Excavation = 5,161 C.Y.
(This may be stockpiled and used in the day to day
operation for berms, dikes, roads, etc.)
Trash (Total Volume) = 76,956 C.Y.
* 800#/C.Y. of compacted trash
THEN: 76,956 C.Y. (800#/C.Y.) = 61,564,800# Trash
HENCE: = 5.035 Yrs.
12,227,000 #/yr. `
calculated previously,
`.

SINCE
oo
1881
STANDARD
PROCTOR
ATTRRBERG LIMITS
PBRNBABILITY TRSTING
SAMPLE
MAI. DRY
OPT. MOIST.
DEGREE OF
DRY DENSITY
COEFFICIENT
DENSITY
CONTENT
LIQUID LIMIT
PLASTIC LIMIT
PLASTICITY
SATURATION
Of THE SAMPLE OF
PERMEABILI
NO., DEPTH
----------------------------------------------------------------------------------------------------------------------------------------
(PCF)
M
M
M
INDEI
M
(PCF)
(CM/SEC)
P-1, 3'
102.2
20.3
37
28
9
94
102.3
2.20E-06
P-11 9'
101.4
16.8
31
29
2
94
99.9
2.44E-04
P-2, 3'
103.2
19.7
40
26
12
98
103.3
2.21E-07
P-2, 9'
99.6
21.2
36
27
9
92
100.2
5.91E-06
P-31 3'
103.4
18.3
29
24
5
94
107.5
4.97E-06
P-3, 9'
102.4
19.9
27
23
4
92
102.6
1.16E-05
*STANDARD PROCTOR COMPACTION TEST, ASTM D-698

PROCTOR TEST REPORT
115
110
105
100
95
ZAV for
Sp.G.�
2.7
90
I 1
' 1 I I
15 17.5 20 22.5
25 27.5
30
Wat er content,
%
'Standard' Proctor, ASTM D 698, Method A
Elovs
Classification
Nat.
SP.G.
LL
PI
X >
X <
USCS
AASHTO
Depth
Moist.
No.4
No.200
!
ML
%
37
9
%
%
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisturf - 20.3 X
DARK BROWN AND RED
Maximum dry density = 102.2 pcf
CLAYEY SILT
Project No.: P-63-150
Rtmarks:
Project:
CLAY COUNTY LANDFILL
PROCTOR #1
Location:
NORTH CAROLINA
P-1, 3'

PROCTOR TEST REPORT
115
110
105
95
ZAV for
Sp.0.n
2.7
90
10 12.5 15 17.5 20 22.5 25
Water content, is
"' St sin dar d"' Proctor, ASTM D 698, Method A
EI*v./ Classi+ication Nat. X > X <
Sp.G. LL PI No.4 No.200
Depth USCG AASHTO Moist.
ML % 31 2 r %
TEST RESULTS MATERIAL DESCRIPTION
optimum moisture - 16.A r BROWN TO LIGHT BROWN
MAximum dry donsity = 101.4 pcf AND TAN SANDY SILT
Project No.: P-63-150 Remarks:

T
115
110
103
Fa7
PROCTOR TEST REPORT
ZAV +or
Sp.0.�
2.7
90 . I I I I I I I I 1 I I I I I I
I t
1
15 17.5 20 22.3
25 27.5
30
Wat er content,
Y.
'Standard' Proctor, ASTM D 698, Method A
Elev.,
Classification
Nat.
X >
X <
Sp.G.
LL
PI
USCS
AASHTO
Depth
Moist.
No.4
No.200
MIL
X.
40
12
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture - 19.7 Y.
DARK BROWN SANDY CLAYEY
Maximum dry density = 103.2 pcf
SILT
ProJoct No.: P-63-150
Remarks:
Project:
CLAY COUNTY LANDFILL
PROCTOR# 3
Location:
NORTH CAROLINA
P-2, 3-
Date: 7-20-88
PROCTOR TEST REPORT
FROEHLIMG & ROBERTGONa INC
Fig. No.

PROCTOR TEST REPORT
110
105
ki 100
T
95
85
15 17.5 20 22.5 25
Water c ont ent , %
'wSt an d&r d'w Proctor' ASTM D 698 P Method A
27.5 30
ZAV for
Sp.G.�
2.7
Elevi
Depth
Classification
Nut.
Moist.
Sp.G.
LL
PI
X >
I No.4
X <
No.200
UsCs
AASHTO
ML
%
36
9
%
%
TEST RESULTS MATERIAL DESCRIPTION
Optimum moisture - 21.2 X DARK BROWN AND PURPLE
Maximum dry density = 99.6 pcf CLAYEY SILT
Project No.: P-63-150 R*marks:
Project: CLAY COUNTY LANDFILL PROCTOR# 4
Location: NORTH CAROLINA P-2, 9'
Date: 7-21-88
PROCTOR TEST REPORT
FR OEHL I NG & ROBERTSON, INC. I Fig. No.

PROCTOR TEST REPORT
126
115
110
105
100
95
12.5 15 17.5 20 22.5
Water c ont ent ,
"' St an dar d"' Proctor' ASTM D 698 P Method A
ZAV for
Sp.G.�
2.7
25 27.5
Elsvi Classification Nat. X > X <
Depth USCS AASHTO Moist. Sp.G. LL PI
No.4 No.200
ML X. 29 5 l %
TEST RESULTS MATERIAL DESCRIPTION
Optimum moisture - 18.3 X DARK BROWN AND RED
Maximum dry density = 103.4 pcf FINE SANDY SILT WiMICA
Project No.: P-63-150 Remarks:
Project: CLAY COUNTY LANDFILL PROCTOR# 5
Location: NORTH CAROLINA P-33, 3'
Date: 7-21-88
PROCTOR TEST REPORT
FROEHLING & ROBERTSON! INC.
Fig. No.

PROCTOR TEST REPORT
115
110
105
1
95
90
12.5 15 17.5 20 22.5
Water content,
l
' St an da.r dm Proctor, ASTM D 698, Method A
ZAV +or
Sp.6.�
2.7
25 27.5
Elsvi I
US
CC?la►ss_ ificati/o_,^ngtJ Nat. G. I LL i �I i `% > I X < I
Depth U8C`S AASHTV row, i.-. 1tiV.-r IiiV.LVKmi I
ML r 27 4
TEST RESULTS
Optimum moisture - 19.9 %
Maximum drw density = 102.4 pcf
Project No.: P-63-150
Project: CLAY COUNTY LANDFILL
Location: NORTH CAROLINA
Date: 7-22-88
II PROCTOR TEST REPORT
!� FROEHL I NO & ROBERTOON, I NC . -
MATERIAL DESCRIPTION
LIGHT BROWN FINE SANDY
SILT WITH MICA
Romar k s :
PORCTORM 6
P-3, 9'
Fig. No.