2201_ROSCANS_1991

DEPARTMENT OF HUMAN RESOURCL
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUMkA
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: �� ` 1 Z 1 { 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
OH51709 (Revised 4/85)
,)lid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

NC DEPARTMENT OF E. IRONMENT, HEALTH AND NATUI RESOURCES
Division of Solid Waste Management
Solid Waste Section
SOLID WASTE WMAGENENT FACILITY EVALUATION REPORT
Type of Fac i I i ty_ r vi I k vi r PerMi t County—
ame of Facility. t� -T Location
Date of Last Evaluation
I. Permit Conditions Followed Yes No N/A
A- Specific Condition(s) Violated
II. Operational Requirements Followed Yes No
15A N.C. Admin. Code 13B Section
A- Specific VioLation(s) by number and Letter.
111. Other Violations of Rule or Law
IV. Evaluator's Cuments
V. Continuation Page Required? Yes
No Receiving Signature
Evaluation Date Solid Waste Section
DEHNR 3793 (Part I White: Facility Part II Canary. Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94)

i . DEPARTMENT OF HUMAN RESOURCE,
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT NUMBED
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
ILL.
LOCATION' }} e1 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 (9) SIGN REQUIREMENTS
— (a) Construction plans shall be approved and followed. — (a) Signs providing information on dumping procedures, the hours
— (b) Specified monitoring and reporting requirements shall be met. 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
entrance.
— (a) Solid waste shall be restricted into the smallest area feasible. _ (b) Signs shall be posted stating that, no hazardous or liquid waste=
_(b) Solid waste shall be compacted as densely as practical into cells. can be received without written permission from the division.
(3) T ff' ' k h II b 'd d
(4)
(5)
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.
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.
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:
(c) ra Ic signs or mar ers s a e prove a 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 sanitaPy 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 h
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 M
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — f
anagement Branch
acility green — Preparer)

C. DEPARTMENT OF HUMAN RESOURC. PE
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES RMIT
INSPECTION, FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
LOCATION 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, MARK
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 dumpingprocedures, 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)

CLAY C O NT"i COMMISSIONERS:
P.O. BOX 118 lv HOWARD WALKER
CHAIRMAN
HAYESVILLE, N.C. 28904
PAULJORDAN
[phone] ROBERT SCROGGS
March 20, 1991
Mr. Ralph Owens
CSL Group
Post Office Box 908
Asheville, North Carolina 28802
Dear Mr. Owens:
I have been unable to determine whether a valid contract exists between our
County and your company regarding engineering services for the landfill. I
have also contacted Joel Storrow of McGill Associates and he has indicated
that no contract existed with his old company other than a verbal committ—
ment to pay fees for engineering services as occurring.
It is therefore my conclusion that no contract between the County and your
company is in effect at this time. Our records indicate that your company
has been reimbursed for all services previously rendered.
Since we have no immediate need for engineering services, we are severing
our relationship with your group effective this date.
Respectfully,
v
Paul rdan
County Manager
cc: Jim Patterson

McGILL ASSOCIATES, P.A.
h2knt CONSULTING ENGINEERS
October 7, 1991
Mr. Paul Jordan, County Manager
Clay County
Post Office Box 118
Hayesville, North Carolina 28904
RE: Landfill Assistance
Dear Paul:
We have been in contact with several state and regional regulatory officials concerning the operation
and expansion of Clay County's landfill. Our preliminary findings and recommendations are as follows:
County property located adjacent to and northeast of the present landfill work area (presently
used as a borrow pit for daily cover material) cannot be used for future expansion due to buffer
constraints. The new regulations require 300 foot buffer zones between the work area and
adjacent property lines. The site in question measures roughly 600 feet across, leaving no space
for waste disposal.
2. It will not be possible to fill against the existing bank on the southwest side of the present work
area, within the framework of the approved plan currently on file with the N.C. Division of Solid
Waste. The plans call for a 50 foot buffer area to be maintained between the work area and the
right-of-way (ROW) limits on nearby S.R. 1148.
However, several conversations with Larry DeHart of the N.C. Department of Transportation
(N.C.D.O.T.) in Andrews indicate that the State may not actually possess ownership of this 60
foot ROW as shown on the plan, but observes only a maintenance ROW of identical width. If
this is the case, the State may allow you to extend the work area about 20 feet closer to the
road, essentially allowing you to fill against the aforementioned bank. We therefore encourage
you to research the County's landfill tract property deed for any reference to this ROW.
3. Jim Patterson of the N.C. Division of Solid Waste (Asheville Regional Office) commented that
unauthorized excavation was occurring in the work area outside the vertical limits of the
approved landfill plan. While believing this practice will extend the life of the landfill, he suggests
that an amended vertical lift plan be prepared and officially submitted to the review officials in
Raleigh.
We feel this idea is worth pursuing to determine how much additional capacity may be gained
by modifying present cut and fill practices.
4. As you have stated, it is time to install filter basin No. 2 at the location shown on the approved
plans, especially since the borrow area is now in full scale use. Jim Patterson concurs with
construction of this basin and further cautions the County to remain within the contours of the
approved borrow area plan.
P.O. BOX 2259 / 704/252-0575 / 38 ORANGE STREET
ASHEVILLE,NC 2BB02 704/252-251B (FAX) ASHEVILLE,NC 2BB01

Mr. Paul Jordan
October 7, 1991
Page 2
Paul, I have arranged to meet with Jim Patterson at the landfill next Tuesday, October 15, at 10:00 A.M.,
with the understanding that this also fits your schedule. Please let me know as soon as possible if this does
not fit your schedule.
I am returning your copy of the landfill plan, enclosed. If you have any questions before next week,
please call.
Sincerely,
McGILL ASSOCIATES, P.A.
JOEL L. STORROW, P.E.
JLS:jIj
Enclosure
cc: Howard Walker
Jim Patterson
91249
jordan7

CLAY COUNTY
o TVNTY COMMISSIONERS:
P.O. BOX 1181 V 1 HOWARD WALKER
CHAIRMAN
HAYESVILLE, N.C. 28904
PAULJORDAN
[phone] ROBERT SCROGGS
March 20, 1991
NC Department of Environmental Health
And Natural Resources
Division of Solid Waste Management
Post Office Box 27687
Raleigh, North Carolina 27611-7687
RE: Clay County Landfill, Permit No. 22-01
Ground Water Monitoring Plan
Dear Sirs:
We have just completed installation of three new monitoring wells at our
landfill and well completion records are herewith submitted. We plan to
test these wells during the period of April 15th-30th, 1991.
If you have any questions or comments, please contact me at the above
address or telephone number, extension 12.

N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
COMPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE N.C.
DEPARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
P. O. BOX 2091, RALEIGH, N.C. 27602
NAME OF SITE: A)L y e_ll, Alk" 'j'-y PERMIT NO..
ADDRESS: OWNER (print):
DRILLING CONTRACTOR: REGISTRA'nON NO.:
CasingType:
yp
'
-54 /U f1� ftlel ^ dia.
t in.
Grout Depth:'
p
from �— to E' ft. -dia.
'' in.
Casing Depth:
from '`� to ft. - dia.
-2 " in.
Bentonite Seal:
from to ft., dia.
6 in.
Screen Type:
;1"yo m 5/cf S S 0 dia.
s" in.
Sand/Gravel PK:
from to 0 ft., dia.
�—
C in.
Screen Depth:
from IC' to �20 ft. - dia.
� in.
Total Well Depth:
from 0 to ft. - dia.
— — in.
Static Water Level: �/ feet from top of casing Date Measured L / U / /—L/
Yield (gpm): I�L Method of Testing: A /^ Casing is �' feet above land surface
DRILLING LOG
DEPTH
FROM TO FORMATION DESCRIPTION
REMARKS
/;*I .w -- 6
1")ATE: 3-0 �/ SIGNATURE:
LOCATION SKETCH
(show distance to numbered roads, or other map reference points)
Ne
/z -
HS 3M2 (6i85)
.o!id & Hatardoui Waite ManaRement Branch

WELL COMPLETION RECORD
COMPLETE ALL INFORMA i-ION REQUESTED 13ELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO TI I N.C.
DEPARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
1'. O. BOX 2091, RALEIGII, N.C. 27602
NAME OF 5I1 E: C �Sz�2 Cvv►, Tip
ADDRESS:
DRILLING CON -TRACTOR:
GUI
Casing 'Type: -tj/—Y�) 4, rle
Casing Depth: from to ft. - dia. in
Scrccn Type: -) ,,C15 S/c/ S'IC _ dia. � � in
Screen Depth: from 35 to ScI / ft. - dia. 1 in
Static Water Level: '�- S- feet from top of casing
I
Yield (gpm): /)- Method of Testing:
i DRILLING LOG
DEPTI I
FROM TO FORMATION DESCRIPTION
U 3 C
REMARKS: �/� G✓ —
PLKMIT NO.:
-�> '-�' - 0�
OWNER (print):
C/ `y
REGISTRATION NO.:
Yy -�
Grout Depth:
from C
to
ft. - dia.
16) in.
Bentonite Scat•
from _� j
to _2V
ft. - dia.
/ O in.
Sand/Gravel PK: -.
from —2Y--
to - S 0
ft. - dia.
l in.
Total Well Depth:
from 0
to 5 c
ft. - dia.
/0 in.
Date Measured
Casing is S' feet above land surface
_ LOCATION SKETCH
(show distance to numbered roads, or other map reference points)
: i)ATE
�- /Z SIGNATURE.:
MIS 3 34 2 (6/8s)
S'Aid & I1""d.m W"Ic A(a— gc'n w n'Anch
7 i /71- '-n"i
X

N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
COMPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE N.C.
DEPARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
P. O. BOX 2091, RALEIGH, N.C. 27602
NAME OF SITE: Y (f dq-" 7—)/ PERMIT NO.:
/4vci/ D /
ADDRESS: OWNER (print):
C/ay Cove -/y
DRILLING CONTRACTOR: REGISTRATION NO.:
Z-oe /l I -%,)Ili
Casing Type:
� /, q0 14 4 1'(�
Sdia.
'
.rt�— in.
Grout Depth:
from 0 to 9 ft. -dia. 6 in.
Casing Depth:
from *"2 to - ZO ft. - dia.
in.
Bentonite Seal:
from to ft. - dia. C in.
Screen Type:
'X/0 - /o sl.^r S /U dia.
-2 in.
Sand/Gravel PK:
from to ft. - dia. 6 in.
Screen Depth:
fromto 20 ft. - dia.
' in.
Total Well Depth:
from to ft. - dia. in.
Static Water Level:
�j
J feet from top of
casing
Date Measured
Yield (gpm): 3
Method of Testing: A '
Casing is --J— feet above land surface
DRILLING LOG
DEPTH
FROM TO
FORMATION DESCRIPTION
VL
REMARKS:
LOCATION SKETCH
(show distance to numb/ered� roads, or other map reference points)
zVe
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Solid & Haardom Waste Management Branch

CLAY COUNTY COMMISSIONERS:
P.O.OWARD WALKER
.O. BOX 118
CHAIRMAN
HAYESVILLE, N.C. 28904
PAULJORDAN
[phone] ROBERT SCROGGS
August 15, 1991
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I N C O R P O R A T E D
ace,
THE ASSURANCE OF QUALITY
Clay (County of)
P.o. Box 118
Hayesville, NC 28904
Attn: Mr. Paul Jordan
Monitoring Wells
PACE Sample Number:
Date Collected:
Date Received:
Parameter
SUBCONTRACT ANALYSIS
INDIVIDUAL PARAMETERS
Total Organic Halides
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Arsenic
Barium
Biochemical Oxygen Demand, 05 Day
Cadmium
Chemical Oxygen Demand
Chloride
Chromium
Copper
Fluoride, Total
Iron
Lead
Manganese
Mercury
Nitrogen, Nitrate in Wastewater
Selenium
Silver
Solids, Total Dissolved
Specific Conductivity
Sulfate
Total Organic Carbon
Zinc
pH
REPORT OF LABORATORY ANALYSIS
August 14, 1991
PACE Project Number: A10715600
93 0043380 93 0043399 93 0043402
07/15/91 07/15/91 07/15/91
07/15/91 07/15/91 07/15/91
Units MDL MW #2 MW #3 MW #4
mg/L 0.01 0.011 0.23 ND
mg/L
0.001
ND
ND
ND
mg/L
0.10
ND
ND
ND
mg/L
1.0
ND
1.1
ND
mg/L
0.001
ND
ND
ND
mg/L_
1
25
26
43
mg/L
1
1.89
4.24
ND
mg/L
0.02
ND
ND
ND
mg/L
0.01
ND
ND
ND
mg/L
0.1
ND
0.12
ND
mg/L
0.05
0.26
0.29
0.56
mg/L
0.05
ND
ND
ND
mg/L
0.01
0.024
0.035
0.099
mg/L
0.0002
ND
ND
ND
mg/L
0.05
ND
ND
0.16
mg/L
0.001
ND
ND
ND
mg/L
0.01
ND
ND
ND
mg/L
1.0
22
78
50
umhos/cm
1
99
3.5
49
mg/L
1
1.9
62
12
mg/L
1.0
2.81
2.89
2.14
mg/L
0.01
0.016
0.16
0.16
Units
0.1
6.2
7.7
6.2
MDL Method Detection Limit
ND Not detected at or above the MDL.
54 Flavenscroft Drive
Offices Serving: Minneapolis, Minnesota
Asheville, NC 28801
Tampa, Florida
TEL: [phone]
Iowa City, Iowa
FAX: [phone]
San Francisco, California
Kansas City, Missouri
Los Angeles, California
Charlotte, North Carolina
Asheville, North Carolina
New York, New York
Pittsburgh, Pennsylvania
Denver, Colorado
An Equal Opportunity Employer

pace.
C O R P O R A T E D
THE ASSURANCE OF QUALITY
Mr. Paul Jordan
Page 2
Monitoring Wells
REPORT OF LABORATORY ANALYSIS
August 14, 1991
PACE Project Number: A10715600
PACE Sample Number:
93 0043410
93 0043429
93 0043437
Date Collected:
07/15/91
07/15/91
07/15/91
Date Received:
07/15/91
07/15/91
07/15/91
Parameter
Units MDL MW #5
Upstream
Downstream
SUBCONTRACT ANALYSIS
INDIVIDUAL PARAMETERS
Total Organic Halides mg/L 0.01 -ND ND ND
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Arsenic
mg/L
0.001
ND
ND
ND
Barium
mg/L
0.10
ND
ND
ND
Biochemical Oxygen Demand, 05 Day
mg/L
1.0
ND
ND
ND
Cadmium
mg/L
0.001
ND
ND
ND
Chemical Oxygen Demand
mg/L
1
22
27
31
Chloride
mg/L
1
3.30
ND
2.35
Chromium
mg/L
0.02
ND
ND
NO
Copper
mg/L
0.01
ND
ND
ND
Fluoride, Total
mg/L
0.1
0.11
ND
ND
Iron
mg/L
0.05
0.24
0.09
0.10 ;
Lead
mg/L
0.05
ND
ND
ND
Manganese
mg/L
0.01
0.038
ND
0.013
Mercury
mg/L
0.0002
ND
ND
ND
Nitrogen, Nitrate in Wastewater
mg/L
0.05
0.13
0.10
0.24
Selenium
mg/L
0.001
ND
ND
ND
Silver
mg/L
0.01
ND
ND
ND
Solids, Total Dissolved
mg/L
1.0
64
51
54
Specific Conductivity
umhos/cm
1
72
29
30
Sulfate
mg/L
1
1.8
1.2
1.5
Total Organic Carbon
mg/L
1.0
3.44
4.24
2.99
Zinc
mg/L
0.01
0.036
ND
0.014
pH
Units
0.1
6.7
6.9
6.6
MDL Method Detection Limit
ND Not detected at or above the MDL.
54 Ravenscroft Drive
Asheville, NC 28801
TEL: [phone]
FAX: [phone]
Offices Serving: Minneapolis, Minnesota
Tampa, Florida
Iowa City, Iowa
San Francisco, California
Kansas City, Missouri
Los Angeles, California
Charlotte, North Carolina
Asheville, North Carolina
New York, New York
Pittsburgh, Pennsylvania
Denver, Colorado
An Equal Opportunity Employer

I N C O R P O R A T E D
aces
THE ASSURANCE OF QUALITY
Client
Address
Phone
ReportTo:
Bill To:
P.O. # / Billing Reference
Project Name / No.
2-043
CHAIN -OF -CUSTODY RECORD
Analytical Request
Pace Client No. % L L `.
Pace Project Manager /
Pace Project No. A AQ 7Z
'Requested Due Date:

CLAY COUNTY
P.O. BOX 118
HAYESVILLE, N.C. 28904
[phone]
May 30, 1991
COMMISSIONERS:
HOWARD WALKER
CHAIRMAN
PAULJORDAN
ROBERTSCROGGS
Mr. Bobby Lutfy
Department of Environment, Health,
and Natural Resources
Division of Solid Waste Management _
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Bobby:
Enclosed are the results of tests on two of the three new monitoring wells
located at our landfill, permit number 22-01. The third well could not be
tested because it was not installed properly. We have had this well
re -drilled, and it is scheduled for testing in early July when all the
remaining wells (excluding the ones for which test results are enclosed)
are scheduled for annual testing.
Please do not hesitate to contact me should you have any questions or need
additional information.
Sincerely,
Paul W. rdan
County Manager
Enclosure
e
ZY / !

I N C O R P O R A T E D
acee
THE ASSURANCE OF QUALITY
Clay (County of)
P.o. Box 118
Hayesville, NC 28904
Attn: Mr. Paul Jordan
Monitoring Wells
PACE Sample Number:
Date Collected:
Date Received:
Parameter
FIELD ANALYSIS
INDIVIDUAL PARAMETERS
Temperature (Field)
pH (Field)
SUBCONTRACT ANALYSIS
INDIVIDUAL PARAMETERS
Total Organic Carbon
Total Organic Halides
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Arsenic
Barium
Biochemical Oxygen Demand, 05 Day
Cadmium
Chloride
Chromium
Copper
Fluoride, Soluble
Iron
Lead
Manganese
Mercury
Nitrogen, Ammonia
Nitrogen, Nitrate in Wastewater
Selenium
Silver
REPORT OF LABORATORY ANALYSIS
May 21, 1991
PACE Project Number: A10501600
93 0027687 93 0027695
05/01/91 05/01/91
05/01/91 05/01/91
Units MDL MW #IA MW #6
Degrees C
0.5
13
Units
0.1
9.0
mg/L
0.10
ND
mg/L
0.004
ND
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
MDL Method Detection Limit
ND Not detected at or above the MDL.
54 Ravenscroft Drive
Offices Serving: Minneapolis, Minnesota
Asheville, NC 28801
Tampa, Florida
TEL: [phone]
Iowa City, Iowa
FAX: [phone]
San Francisco, California
Kansas City, Missouri
Los Angeles, California
0.001 ND
0.10 1.8
1.0 1.9
0.001 ND
1 4.6
0.1 ND
0.01 0.048
0.1 0.81
0.05 0.61
0.05 ND
0.01 1.0
0.0002 ND
0.05
0.06
0.10
ND
0.001
ND
0.010
ND
Charlotte, North Carolina
Asheville, North Carolina
New York, New York
Pittsburgh, Pennsylvania
Denver, Colorado
14
5.0
1.4
ND
ND
3.3
2.1
ND
1.3
ND
0.069
0.10
2.0
ND
2.2
ND
ND
0.80
ND
ND
An Equal Opportunity Employer

pace.
C 0 R P 0 R A T E 0
THE ASSURANCE OF QUALITY
Mr. Paul Jordan
Page 2
Monitoring Wells
PACE Sample Number:
Date Collected:
Date Received:
Parameter
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Solids, Total Dissolved
Specific Conductivity
Sul fate
Zinc
REPORT OF LABORATORY ANALYSIS
Units
mg/L
umhos/cm
mg/L
mg/L
May 21, 1991
PACE Project Number: A10501600
93 0027687 93 0027695
05/01/91 05/01/91
05/01/91 05/01/91
MDL MW #IA MW #6
1.0 - 140
1 180
1 7.1
0.01 0.14
MDL Method Detection Limit
These data have been reviewed and are approved for release.
Barbara M. Miller
Supervisor, Inorganic Chemistry
54 Ravenscroft Drive
Asheville, NC 28801
TEL! 704.254-7176
FAX: [phone]
Offices Serving: Minneapolis, Minnesota
Tampa, Florida
Iowa City, Iowa
San Francisco, California
Kansas City, Missouri
Los Angeles, California
Charlotte, North Carolina
Asheville, North Carolina
New York, New York
Pittsburgh, Pennsylvania
Denver, Colorado
430
33
7.8
0.067
An Equal Opportunity Employer