McDowell Co.- Landfills

I
Mr. Carl L. Brooks
P. 0. Box 861
Spruce Pine, N. C.
Sept. 28, 1992
N. C: Dept. of Environment,
Health, and Natural Resources
Attn: Albert Hetzell
59 Woodfin Place
Asheville, N. C. 28801
Dear Mr. Hetzell;
.w.
28777-0861 '
After our telephone conversation on Sept. 23, 1992,
concerning the illegal landfill behind the Bear Den .Campground,
I checked with other lot owners and the Bear Den Acres Water
Association President. We do not agree with your solution
of contouring the land over the dump as a viable answer to
the problem.
It doesn't address the problem of the,dump leaking into
the ground water. There are.three springs and two wells
witkiin 1500 ft. of the dump site from which all our water
comes. Also there are six or seven other land owners just
below the dump with springs or wells.
Since we are tal king about a 1-acre landfill that has
been actively used for years, until 1 month ago when we first
contacted you, with all the garbage, trash, sludge, and
whatever else the campground and Christmas tree farm has
discarded there, Mr. Rick Moody's assurance to you'that
everything in'the dump is safe is not very reassuring to us.
Since none of our water sources', or the creek running
beside the dump, have been tested for contamination we feel
your decision may have been hasty.
I have been told the proper procedure for dealing with
an unpermitted landfill that could pose a problem for people
in the area is dig it up and haul it to an authorized land-
fill. Then everyone is assured of their health and safety.
The one thing we don't want to hear is an 'loops" six
months, a year, or even five years down the road. By then
it is too late.
-next page- R EC E I V E D
Water QEI&Jity SeCtiom
OCT 7 - 19 2
eviile Regional !dam
s--heville, North Calroft

' I
-2-
We would also like an update, in writing, on your finding
that Bear Den Acres Development had no State Permits to put
in the Bear Den Acres subdivision, with its 77 lots, roads,
and. central water system.
The lot owners are most anxious as to how we stand on
these problems.
Sincerely,
Mr. Carl L. Brooks
CLB/cjb
Copies to:
Environmental Protection -Agency
N. C. Environmental Management Div. (Groundwater & Water Quality)
N. C. Div. of Health Services ( Solid & Hazardous Waste)
McDowell Co. Health Dept.
Mr. Foy Lunsford, President, Bear Den Acres Water Assn.
Mrs. Mae Wiseman

GROUND WATER SECTION"
- me
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
RECORD OF- GROUND {CATER POLLUTION'`SOURCF,
RECORD BY: ��bc�. DATE" J-4SW.D. PERMIT NO.
TOWN: �L-O �o�T COUNTY:IMQ:7
LOCATION, (SKETCH ON BACK: VFlc_%LA—ii Y is t..o&;b-rso QU S(Z ►2_35 .6 L%_Es
..a_
t IV � �c�s;r c.-r,:.N w•T a s SZ. �`z-� s ANfl � s .c3 :v., �.�. s SE � � + �J-rccc.scc,-r�oa .�ti.—a! S �-�I
o I
..�..�._
t 23to
OWNERCS) OF FACILITY OR INSTALLATION:'.
TYPE, SOURCE: (LAND FILL, LAGOON, ETC_) C_AtyUr-
CHARAC T ER AND QUANTITY OF POLLUTANTS: ScL 0o ��JAS`"i� C ti2�s T�vriPs�
DESCRIPTION OF FACILITY (SKETCH ON BACK): &"5 t.,�,Dc_PTeD oNJ
SLOE �� S 1 23 is Cv.��.y- �1 Et trICY ��SCOot'� 4
t AS i
Ct L.l
Lz
HYDROGEOLOG I C CONDITIONS AT SITE_:_ RC++-+ i Y f S t_C)C� ; s Z> f rt A tj'Czy
-Z,—f e Ji- -Z) tom` -T� 0",
a
POLLUTION CONFIRMED BY ANALYSIS?DATE ANALYST: {
MONITORING,FACILITIES INSTALLED:
SAMPLING SCHEDULE: f�oNE
NEAREST STREAM: DISTANCE
NEAREST -WATER SUPPLY WELL: �' DISTANCE
ANALYSES AND OTHER DATA AVAILABLE:
REMARKS:
LA7 37.
FORM GW-46
Yil.

LA
� S v4
tz

GROUND WATER SECTION
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
RECORD OF GROUND WATER POLLUTION -SOURCE A2Fs4 j pI w
RECORD BY: -Dc)iJ ocuo)Z-CoQ<S DATE 1©7 7S W.D. PERMIT NO.
TOWN: Lt-rTLC- Swzz2"-rA H COUNTY: `mc I�eLLi✓LL
LOCATION (SKETCH ON BACK): �:RQ-tL- T`� IS L-0CflTED Cji-A -Zzt A
�:35�.,��s So;�-r� �z� .:1,,�-r-�.��,o� c�� SCL 14to(o �AN►7 i3m,��s fit- of �N-�c�zs��r��;-�,� ..
� .
OWNERCS) OF FACILITY OR INSTALLATION: T,)w ooF L. UTTE Sl�s� lZE2 tv7y 1 c.� �d
TYPE SOURCE: (LAND FILL, LAGOON, ETC) IL.L
CHARACTER AND QUANTITY OF POLLUTANTS:�:!4STE
DESCRIPTION OF FACILITY (SKETCH ON BACK):t�li�I=t�L is n10 LONC��'� ,N
C,IAAm i-LAs
-TQ -sVA
N t\S i s i 2 E S', QAi S CTc.) i S S'i i L(--
HYDROGEOLOGIC CONDITIONS. AT SITE: AC�� +S end mofl�ni �o STi✓EP
Sw�� lit-k�c_N ��C_E.S � N �t:I �ASI r~C� �„- 7+2ELT►ON
POLLUTION CONFIRMED BY ANALYSIS? DATE ANALYST:
MONITORING FACILITIES INSTALLED:
SAMPLING SCHEDULE:
NEAREST STREAM: DISTANCE
NEAREST WATER SUPPLY WELL: DISTANCE
ANALYSES AND OTHER DATA AVAILABLE:
REMARKS: L -T 35 So
FORM GW-46

-7-(0

/�G iell 6ou� y
Control Number
County Number
GROUNDWATER POLLUTION:SOURCE INVENTORY
Source Name �
/ �
�
OWNERSHIP
Private.,
Source A dress
' J c
K J
2 Municipal
3 County
City
County
Region
4 State
5 Federal'
6 Military
Owner/Operator
71Quad Name
u ip a Sources a i e
County ource• s ,j
YES
POTENTIAL SOURCE OF GROUNDWATER POLLUTION
LOCATION
OPERATION TYPE
TYPE OF WASTE
DISPOSAL FACILITY
OTHER SOURCE
1 Facility
1 Municipal
1 Gasoline/diesel
1 Lagoon, etc.
1
Agricultural Activity
2 Highway
2 Industrial
2 Other oil
© Landfill-contro.
.2
Salt water intrusion
3 Railroad
3 Agricultural
3 Solvents
3 Landfill-uncont.
3
.Chemical stock pile
4 Waterway
4 Oil and gas
4 Corrosives
4 Land application
4
River infiltration
5 Pipeline
5 Mining
5 Other chemical
5 Abandoned site
5
Mine drainage
{
6 Dumpsite
6 Other Source
6 Sewage/septage.
6 Sewer system
6
Intentional dump
7 Other
7 Sludge
7 Septic tank
7
Spill
.8 Leachate
8 Injection well
8
Leak --above ground
9 Other solids
9 Disposal well
9
Leak --underground
In use
10 Gas
WASTE:
STATUS OF SOURCE: 2 Inactive
3 Other
11 Pest/herbicides
12 Fertilizers
POLLUTION STATUS AND
CROSS-REFERENCES
GROUNDWATER POLLUTION
FACILITY PERMITTED:
Yes No
1 Confirmed 1 Rank
1 NPDES
6 Mining
Potential 2 Tabulate
No:
2 DEM`Nondischarge
No:
7 Hazardous Waste (RCRA)
.MONITORING WELLS
No monitoring
No:
No:
2 State has data
3 Well Construction
8 Solid Waste (Landfill)
3 Data at facility
No:
No:
4 Status unknown
4 Capacity Use
9 Oil Terminal
Registration
DATABASE CROSS-REFERENCE
No:
No:
1 ERRIS (CERCLA) list
5 UIC
0 Air Quality
ID:
No:
No:
2 Surface Impoundment (SIA)
Comments
ID•
3 GW Pollution Source Inv.
Date:
4 Other DEM investigation
Date:
Compiler:
Date:

GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
I
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE .DESCRIPTION ! ;
REVIEW BY: 1� DATE: �d. /98f�---.W.•D. PERMIT NO.
T64N : COUNTY:
NAME OF FACILITY OR INSTALLRTIOfid:
ADDRESS: / / lx� /l. TELEPHONE:,-'
OPERATOR OR CONTACT PERSON:c
ADDRESS: TELEPHONE:
LOCATION (SKETCH ON BACK) : s�P //g iyiP�a
i
QUAD. NO. %9 LAT . _3,5 JY 9 ,f LONG. $���%� �D ELEV .
TYPE SOURCE (LANDFILL, LAGOON, ETC.) :
TYPE AND QUANTITY OF POLLUTANTS:
i
DESCRIPTION OF FACILITY OR SITE (SKETCH ON BACK) :ZI
HYDROGEOLOGIC CONDITIONS AT SITE:
DESCRIPTION OF UNCONSOLIDATED MATERIALS: y(C
11171, .'T i /A Shc/) Z/ ll:vler/�.
m

THICKNESS OF UNCONSOLIDATED MATERIALS (FEET):
TYPE OF. -BEDROCK (FRACTURED GRANITE GNEISS ETC.)-'�r✓t_�'��� G3U1c�'/S
v
DEPTH TO BEDROCK ,(FEET)
HYDROGEOLOGIC.UNIT:
.DEPTH TO WATER, TABLE (FEET):
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO., ETC.):���
v
NEAREST STREAM: DISTANCE (FEET) :
NEAREST WATER —SUPPLY WELL: DISTANCE (FEET):
SUB —BASIN: Circr/��r_
POLLUTION CONFIRMED BY ANALYSIS: A/ DATE: ANALYST:
EXPLAIN:
MONITORING FACILITIES INSTALLED: Amen NO. OF WELLS:
MONITORING WELL QUADRANGLE NO.: %//i;�
SAMPLING SCHEDULE:
SAMPLED BY:
PARAMETERS:
ANALYSES AND OTHER DATA AVAILABLE:
REMARKS:

�
~ ...�
/
—r-
� k
' GROUND WATER DIVI5r. �f
ION �
. Y��
OFFICE OF WATER AND AIR RESOURCES /
'
����
. DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES . m���`� �
�
���O�� OF GROUND Q8T�� POLLUTION �OUQF� '
u��v/vu m u/"uu/m/ �n/`-u /v��u/�wn """'`�^-
R2CORD BY: AT
TOWN: uum//'
,
LOCATION (SKETCH ON BACK):
OWNER(S OF FACILITY OR INSTALLATION:
TYPE SOURCE: (LAND FILL, LAGOON/ ETC
CHARACTER AND QUANTITY OF POLLUTANTS:
DESCRIPTION O' FACILITY (SKETCH ON BACK):
HYDROGEOL0GIC CONDITIONS AT SITE:
POLLUTION CONFIRMED BY ANALYSIS? DATE ANALYST:
MONITORING FACILITIES INSTALLED:
SAMPLING SCHEDULE:
NEAREST STREAM: DISTANC
NEAREST WATER SUPPLY WELL: —DISTANCE
ANALYSES AND OTHER DATA AVAILABLE:
REMARKS: ^
�
�
FORM GN-

0
(vA� N--k4, oe

G R-_0 U N_ D ld A T E
_ _P. 0 L L_ -U T I 0 N S_ 0 U R- C E 'E
V A I-
U A T I 0 -N -- -- -
R A N K I N G C R I T E P. I A
THREAT TO GROUNDWATER
� THREAT TO PEOPLE OR ECONOMY
� THREAT OF POLLUTANTS
Probability of Groundwater Violations
How Hazardous to Health/Economy
How
Toxic are Pollutants (use Sax)
3
Violations documented or highly probable
3 People or business advised of contamination
3
High value
0
Default
I) Default
Cy
Mod value
1
Violations unlikely
1 No expected impacts on people or business
1
Low or None value
Extent of Groundwater Contamination
Number of People at Risk
Quantity
of Pollutants in Ground
3
Mappable, migrating plume
3 4 or more family units, or $10,000 loss
3
Reportable quantity of hazardous material
I
(CERCLA def.) or quantity of real concern
Default
Default
Default
1
Insignificant contamination expected
1 No people or other interests at risk
1
Not of concern to regional office
Seriousness of Groundwater Threat
Seriousness of People Threat
Seriousness
of Pollutant Threat
3
One of most serious in OEM region
3 Strong DEM concern over threat to people
3
One of most serious in DEM region
Default
Default
�
Default
1
Not considered a serious problem
1 No threat to people or economy
1
Not a serious threat
RANK SCORE:
FEASIBILITY FOR TAKING ACTION
FEASIBILITY OF RECLASSIFYING GROUNDWATER
Feasibility for Remedial Action
Need to Reclassify Croundwater
3
Remedial action both feasible and desirable
3 Groundwater should be relassified RS or GC
%%
Source Name: Ad—, zje
Defaul t
Default
1
No remedial action recommended
1 No reclass. nor remedial action recommended
Control Number:
Desirability of Remedial Action
Desirability of Reclassification
j
3
One of top regional office priorities
3 One of top reclassification priorities
County: vc-'/
20
DDefau.lt
P Default
Ranker: f1 z7e,rAEy
1
Not a priority incident
1 Not a priority incident
Date: �ft�"

Nc�[N� N:Upm Nrcc ins � AMR11
104.648• N 1-T P-M H11
Collins $ Aikman Automotive Interior Systems
PO Box 580 (28002)1313 Bethany Road, Albemarle, NC 28001
Fox #1, [phone]
PACSIMD.i COVER SHEET
No, of Pa ¢s to fallow
To. AY 09PA #r
location/Fax: 929' 64a
From; CHIP MOORE
locution. ' 704.983.8345 (phone) • 704,983,8304 (fax)
Comments: fff�—
Dld
Date Sent; Sent By' TAL15A

Dec-15-03 03:01pm From-collins $ aikman
704-548-2314 T-580 P.002 F-171
ace Analytical
www.pacolups.com
Lab Sample No: 923432868
Client Sample ID: 4W-1
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: 828,254.7170
Fax. [phone]
Lab Project Number: 9252413
Client Project ID: LANDFILL MONITORING WELL
project Sample Number: 9252413.008 Date Collected: 10113/03 12:50
Matrix: Water Date Received: 10/14/03 09:37
Results
Units
Report Limit
Anal
zed
B
CAS NO - Qual atRL-Lft
parameters
_
GC Volatiles
Purgeable Aromatits
Method: EPA
602
ug/1
1.0
10/16/03
00:22
PPM
71.43-2
Benzene
1,3
ug/1
1.0
10/16/03
00:22
PPM
108-90-7
Chlorobenzene
N
ug/1
1.0
10/16/03
00:22
PPM
95-50.1
1,$•Dithlorobenzene
NDO
1.0
10/16/03
00:22
PPM
541-73.1
1,3-Dichlorobenzene
ND
ug/1
1.0
10116/03
00:22
PPM
106.46-7
4-Di
1.chlorobenzene 4-Diropyl
ND
ug/l
ug/1
1.0
10/16/03
00:22
PPM
108.20-3
ether
DiisopEthylbenzene
ND
ug/l
1.0
10/16/03
00:22
PPM
100-41-4
ND
2.4
ug/1
1.0
10/16/03
00:22
PPM
1634.04-4
Methyl•tert•hutyl ether
ug/l
1.0
10/16/03
00:22
PPM
Jos-88-3
Toluene
2.2
13.
ug/I
1.0
10/16/03
00:22
PPM
1330.20-7
Xylene ('total}
7.0
ug/l
1.0
10/16/03
00:22
PPM
m&p-Xylene
6.1
ug/1
1.0
10/16/03
00:22
PPM
95.47-6
o-Xylene
10/16/03
00:22
PPM
625-98-9
1-Chloro•3-fluorobenzene (S)
96
m
Page: a of 21
Date: 10/24/03
REPORT OF LABORATORY ANALYSIS
AshevillQ Certification_I.QS
This report shall riot be reproduced, except in full,
Charlotte Certification IDS
NC Wastewater
40
without the written consent of Pace Analytical Services, Inc.
NC Wastewater 12
NO Drinking Water
37712
A,P,4,n
NO Drinking Water 37706
SC Environmental
99030
/"�M
SC 99006
GI I= AD
r9t7AAfl
,,rip l S
GI hP AP GA707

Dec-la-03 03:01pm From-collins & aikman
704-548-2314 T-580 P.003 F-171'
53AnaIAcal®
www. pacelabs.com
Pace Analytical Services, lnC.
2225 Riverside Drive
Asheville, NC: 28804
Phone: 828,254P76
Fax. 828:252.4618
Lab Project Number: 9252413
t ID LANDFILL MONITORING WELL
Client Projec
Lab Sample Na; 423432$76 Project Sample Number; 9252413.009 Date Collected: 10/13/03: 12:37
Matrix; Water Date Received; 10/14/03 09:37
Client Sample ID: 4W-2
ParameterS ReSults _ Units Re or_ p t Ltimit Anal Zed a • CAS _ No. Dual RegLmt
Field Services
Monitoring Well Data Method:
Static Water Level 9.57 10/17/03 MPS
Date; 10/24/05
Asheville Certifi n IDs
NO Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
CI MP AP i=97anR
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
o -000NO
np r'=
Page: 9 oT 21
i
Charlotte Certifiration iDs
NC Wastewater ,
12
NO Drinking Water
37706
SC
990OG
ri hiri DP
r-R7&77

Dec-15-03 03:01pm From-collins & aikman
704-548-2314 T-580 P.004 F-171
aca,Analytioca
www.pacelahs-com
Lab Sample No: 923432884
Client Sample ID: 2W-1
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NO 28804
Phone: [phone]
Fax., 828.252.4616
Lab Project Number: 9252413
Client Project ID: 1ANDFILL MONITORING WELL
Project Sample Number: 9252413-010 Date Collected: 10/13/03 12:40
Matrix: Water Date Received: 10/14/03 09:37
Parameters
Results
Units Reo
Re r m . Anal zed B� Camual
— R-egLmt
Field Services
Monitoring Well Data Method:
10/17/03 MPS
Static Water Level
10.48
Datc; 10/24/03
REPORT OF LABORATORY ANALYSIS
Asheville Certification ID9 This report shall not be reproduced, except in full,
NO Wastewater 40 without the written consent of Pace Analytical Services, Inc_
NC Drinking Water 37712
SC Environmental 99030,41hA�,ar;.
Page- 10 of 21
Charlotte C&rtification lDs
NO Wastewater 12
NO Drinking Water 37706
SO 99006
ri nirt Ab 1:07997

Dec-15-03 03:02pm From-collins & aikman
704-548-2314 T-580 P.005 F-171
1
Lab sample No: 923432892
Client Sample 10: 2W-2
Matrix: Water Date Received: 10/14/03 09:37
i
Parameters , Results _ Units Report, Limit Anal zed D GAS No. ua1 RegLmt
Field Services
Monitoring Well Data Method: 10/17/.03 MPS
Static Water Level a.24
U
' I
pager 1-A yr 21
Date: 10/24/03
I
i
REPORT OF LABORATORY ANALYSIS
heville QQrtification IDs This report shall not be reproduced, except in full, Charlotte Certifiication_U)
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
NG Drini<ing Water 37712 NG Drinking Water 37706
so 99006
SG Environmental 9DO30 r,C,AD r070n-7
ti n,n nn r0-MAD

Dec-15-03 03:02pm From-collins & aikman
704-548-2314 T-580 P.006 F-171
Pace Analytical Services, luc.
2225 Riverside Drive
���1 ytl�a r ® - Asheville, NO 28804
j Phone., 828.254.7176
www pscelahs.ccm Fax. 828.252,4618
Lab Project Number: 9252413
Client Project ID: LANDFILL MONITORING WELL
Lab Sample No: 929432900 Project Sample Number: 9252413-012 Date Collected: 10/13/03 12:15
Matrix: Water Date Received: 10/14/03 09:37
Client Sample ID: 2W-3
parameters Results Units _ Re or_, c Limit Anal Yzed --BY— CAS NOS ual R-epLmt
Field Services
Monitoring Well Data Method: 10/17/03 MPS
static Water Level 8.15
is
'Date: 10124/03
11
heville Ce ' ' tion IDs
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
M AIM AP l-A712Aa
REPORT OF LABORATORY ANALYSIS
ThiS report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
,K Accy,V
nPlar"
AaOE: 12 of 21
Charlotte Certific n IDS
NC Wastewater
12
NC Drinking Water
37706
SC
99006
0 hirl AD
r97R47

Dec-1.5-03 03:03pm From-collins & aikman 704-548-2314 T-580 P.00T F-1
oats lo/24/93
REPORT OF LABORATORY ANALYSIS
_Agh. ville Ceaifination IDS This report shall not be reproduced, except in full,
NC Wastewater 40 without the wr'Itten consent of Pace Analytical Services, Inc.
NC Drinking Water 37712 A°°
SC Environmental 99030 m3hr~
ri rom AD CO-7CAO
pege: �13 of 21
Charlotte Cert'rfication 1Ds
NC Wastewater 12
NC Drinking Water 37706
5C 99006
pl him AD I C07G97

Dec-15-03 03:03pm From-collins & aikman
704-548-2314 T-580 P.008 F-171
aceAnalyticalo)
www.pacelohs.com
Lab Sample No: 923432926
Client Sample ID: C&A TRAVEL BLANK
Pace Analyfical Services, Inc.
2225 Riverside Drive
Asheville, NO R8804
Phone: [phone]
Fox., 828.252.4618
Lab Project Number: 9252413
Client Project ID: LANDFILL MONITORING WELL
Project Sample Number: 9252413 014 Date Collected: 10/13l03 00:00
Matrix: Water Date Received: 10/14/03 09:37
Results
units
Reportit
- Anal zed
S
CAS No. Qual B. g9 t
Parameters­—�---r—
—
GC Volatiles
Purgeable Aromatics
Method: EPA
602
ugll
1.0
10/16l03
01:47
PPM
71.43-2
Benzene
ND
NO
ug/1
1,0
10/16/03
01:47
PPM
108-90-7
Chlorobenzene
1.0
10/16/03
01:47
PPM
95 50 1
1.2-Dichlorobenzene
ND
ug/1
1.0
1D/16/03
01:47
PPM
541-73-1
1.3 DiChlarabenzene
ND
ug/1
ug/l
1.0
10/16/03
01!47
PPM
106-46-7
1,.4-Dichlorobenzene
NO
ug/1
1.0
10/16/D3
01e47
PPM
108.20-3
Diisopropyl ether
NO
Ug/1
1.0
10/16/03
01:47
PPM
100.41-4
Ethylbenzene
NO
ug/1
1.0
10/16/03
01:47
PPM
1634 04 4
Methyl -tort -butyl ether
ND
ug/1
1.0
10/16/03
01:47
PPM
108-88-3
Toluene
NO
ug/l
1.0
10/16/03
01:47
PPM
1330.20-7
Xylene (Total)
NO
ND
ug/1
1.0
10/16/03
01:47
PPM
m&p-Xylene
ND
ug/1
1.0
10/16/03
01:47
PPM
95-47-6
p-Xylene
10/16/03
01:47
PPM
625-98-9
1-Chloro•3-fluorobenzene (5)
96
x
Pape: 14 or 21
Dnte: 10/24/03
REPORT OF LABORATORY ANALYSIS
Asheville Certjfication IDs
This report shall not be reproduced, except in full,
Charlotte C rtitication IDs
NC Wastewater 12
NG Wastewater 40
without the written consent of Pace Analytical Service$, Inc.
NC Drinking Water
37706
NC Drinking Water 37712
5C
99006
5G Environmental 99030
ri n,rL en rn7rnn

Dec-1.5-03 03:03pm From-collins & aikman
704-548-2314 T-580 P.009 F-171
Inorganic Wet Chemistry and Metals Analyses were performed at our Pace Asheville laboratory and Organic
testing was performed at our Pace Charlotte laboratory unless otherwise footnoted.
NO Not detected at or above adjusted reporting limit
NG Not Calculable
J Estimated Concentration above the adjusted method detection limit and below the adjusted reporting imp
M01- Adjusted Method Detection Limit I
(S) Surrogate
.,
Date: 10/24/03
REPORT OF LABORATORY ANALYSIS
AsheAlle CertifIG ' n —IDS This report shall not be reproduced, except in full,
NG Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water 37712 t•° ` ��"° �m
SC Environmental S9030
Page: 15 of 21
Charlotte Certifcation IDS
NG Wastewater 12
NC Drinking Water 37706
SC M06
q niCl AP rP7F')7

Dec-15-03 03:04pm From-collins & aikman 704-548-2314 T-580 P.010 F-171
aceAnaVicale
WNW. pacelads-corn
QUALITY CONTROL. DATA
Pace Analytical Services, ltrc.
2225 Riverside Drive
Asheville, NO 28804
Phase: $28-254,7176
Fax, 828,252.4618
Lab Project Number: 9252413
Client FrojeCt ID: LANDFILL MONITORING WELL
Batch: 83355 Analysis Method: EPA 602
QC Batch Method: EPA 602 Analysis Description: Purgeable Aromatics
Associated Lab Samples: 923432868 923432926
METHOD BLANK: 923436547
Associated Lab Samples: 923432868 923432926
Blank
Reporting
Unites
Result
Limit f0atnotes
Parameter
ug/1
NO
1.0
Benzene
u9/1
ND
1,0
Chlorobenzene
ug/1
NO
1.0
1,2-Dichlorobenzene
NO
1.0
1,3-Dichlorobenzene
ug/l
ND
1.0
1.4-Dichlorobenzene
ug/}
ND
2.0
Diisopropyl ether
ug/1
NO
1.0
Ethylbenzene
ug/1
ND
1.0
Methyl -tent -butyl ether
ug/1
ND
1.0
Toluene
ug/1
ug/1
NO
1.0
Xylene (Total)
ug/1
NO
1.0
m&p•Xylene
ug/1
ND
1.0
o-Xylene
1-Chloro•3-fluorobenzene (S)
%
96
LABORATORY CONTROL SAMPLE: 923436554
Spike
LCS
LCS
Unfits
Conc-
Result
X Rec Footnotes
parameter
ug/1
_
20.00
18.70
94
Benzene Benze
u8/l
20.00
19.38
97
obenzene
u9/1
20.D0
21.06
105
1,2•DiChlorobenzene
ug/1
20.00
21.23
106
1,3-Dichlorobenzene
20.00
zO.73
104
1.4.Dichlorobenzene
ug/1
20.00
25,35
127
Diisopropyl ether
Ug/1
ug/1
20.00
19.69
98
Ethylbenzene
Methyl -tort -butyl ether
ug/1
20.00
23.71
119
ug/l
20.00
19.28
96
Toluene
ug/1
60,00
61,81
103
Xylene (Total)
u9/1
40.00
42,12
105
m&p•Xylene
ug/}
20.00
19.68
98
o•Xylene
Date: 10/2410,
REPORT OF LABORATORY ANALYSIS
A hs evil{ a MG t,3 inn ID_S This report shall not be reproduced, except in fill],
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water 37712
SC Environmental 990$0
Page; 16 of 21
arlott Prtificati IDs
NC Wastewater
12
NC Drinking Water
37706
SC
99006
FI N61 AP
FR7A27

Dec-15-03 03:04pm From-collins & aikman
704-548-2314
T-580 P-011 F-17
Pace Analytical Services, Inc.
aceAnalytical
www.paeolahs.com
LABORATORY CONTROL SAMPLE: 923436554
QUALITY CONTROL DATA
2225 Riverside Drive
Asheville, NC; 28804
Phone, 828,254.7176
Pax. 828.252.4616
Lab Project Number: 9262413
Client Project ID: LANDFILL MONITORING WELL
Spike LC5 LC$
Parameter Units Conc. _ Result X Rec Footnotes
98
1•Chloro-3•fluorobenzene (S)
MATRIX SPIKE: 923436562
923432866
Spike
M5
M5
Unit' s
Result —
Conc.
Result
X Rac Footnotes
parameter
ug/1
_
1.269
20.00
19.95
93
Benzene
ug/1
0
20.00
19.35
97
Chlorobenzene
ug/1
0
20.00
21.21
106
1,2-Dichlorobenzene
0
20.Oo
20.55
103
1.3-Dichlorobenzene
ug/1
0
20.00
. 21.77
109
1.4-Tichlorobenzene
ug/l
0
20.00
22.23
111
Diisopropyl ether
U911
0
20.00
19.99
100
Ethylbenzene
u9/1
ug /l
2.365
20.00
26.16
119
Methyl-tert-butyl ether
2.249
20.00
22.26
100
Toluene
ug/1
ugll
13.05
60.00
77.04
107
Xy1et►e (Total}
ug/1
6.997
40.00
51.22
111
m&p-Xylene
u9/1
6.054.
20.00
25.83
99
o-Xylene
97
1-Chloro•3-fluorobenzene (5)
oate; 10/24/03
Ash evil ertific3 um IDS
NO Wastewater 40
NO Drinking Water 37712
SC Environmental 99030
11 ...-. ... -A A n
I
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
F AC pp� r
V
Page II
NC Wastewater
NC Drinking M
so
rl AXI AD
17 of 21
12
37706
99006
C07Ao7

Dec-15-03 03:05pm From-collins & aikman
704-548-2314
T-580 P.012 F-171
MC1alytical'
www. pacelahs.coin
QC Batch: 83782
QC Batch Method: EPA 245.1
ASsociated Lab Samples:
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
Asheville, NC 28804
Phone: [phone]
Fax: [phone]
Lab Project Number: 9252413
Client Project ID: LANDFILL MONITORING WELL
Analysis Method: EPA 245.1
Analysis Description: Mercury, CVAAS, in Water
923432777 923432785 923432793 923432801 923432819
923432843 923432650
METHOD BLANK: 923457501
Associated Lab Samples: 923432777 923432785 923432793 923432801 923432919 923432843 923432860
Blank Reporting
Parameter Units _ Result Limit Footnotes
Mercury
mg/1 ND 0.0002
LABORATORY CONTROL SAMPLE: 923457519
Spike LCS LCS
Parameter
Units Colic._ Result X Rec Footnotes
Mercury mg/l 0,0050 0.0052 104
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 923457527 923457535
923426555 Spike MS MSD MS MS0
Parameter Units _ Result _ Conc. Result ReSslt XReC k ReC RPD Footnotes
Mercury
mg/l 0 0.0050 0.0091 0.0084 181 168 8 1.1
SAMPLE DUPLICATEd 923457543
923425136 DUP
Parameter Units Result Result ^ &D Footnotes
Mercury mg/l NO NO NC
Date: 10/24/03
REPORT OF LABORATORY ANALYSIS
Asheville CertificatioR-M This report shall not be reproduced, except in full,
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water 37712 9 " "
SC Environmental 99030 s lip
n RIO AD UP79AA
Page: 1B of 21
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706
Si; 99006
Pi NIPI lira r=a7ro7

Dec-15-03 03:05pm From-collins & aikman 704-548-2314 T-580 P.013 F-lih
aCieanalyf cal
www_pacelahs.com
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Drive
r. Asheville, 1UC, 28804
Phone: 828.254.717$
Fax.- 828.252.4618
Lab Project Number: 9252413
Client Project 10: LANDFILL MONITORING WELL
QC Batch: 83348 Analysis Method: EPA 200.7
QC Batch Method: Analysis Description: Trace ICP Metals
Associated Lab Samples: 923432777 9234327650 923432793 923432801 923432819
METHOD BLANK: 923435937
Associated Lab Samples;
923432777
923432785
923432793 923432801
Blank
Reporting
Units
Resu^lt
Limit Footnotes
Parameter
mg/l
_
ND
0.0050
Arsenic
mg/1
ND
0.0050
Barium
mg/1
NO
0.0410
Cadmium
mg/1
NO
0,0020
Chromium
mg/1
ND
0.0050
Lea d
mg/1
ND
0.0050
Selenium
mg/1
ND
0.0020
Silver
LABORATORY CONTROL SAMPLE: 923435945
923432819 923432843 923432850
Spike
LCS
LC5
Unit_
Conc.
Result
L Rec Footnotes
Parameter
%/l
0.5000
0.5290
106
Arsenic
mg/1
0.5000
0.5200
104
Barium
mg/l
0.5000
0.5300
106
Cadmium
mg/1
0.5000
0.5020
100
Chromium
mg/l
0.5000
0.5310
106
Lead
mg/l
0.5000
0,5320
106
Selenium
mg/l
0.5Da0
0.4840
97
Silver
SAMPLE DUPLICATE: 923435978
923431886
DUP
Units
Result
RPD Footnotes
Parameter
mg/l
_ _Result
ND
No
NC
Arsenic
mg/l
ND
ND
NC
Barium
m9/l
ND
ND
NC
Cadmium
mg/l
0.02000
0,02000
1
Chromium
Date: 10/24/03
REPORT OF LABORATORY ANALYSIS
Asheville Certificationjh This report shall not be reproduced, except in full,
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water $7712
50 Environmental 99030
n non An GS7rAsl
charlotte Certific1.
ewtnn
IDS
NC Wastewater
I
12
NC Drinking Water
27706
Sc
99006
FI NIFI AP
FA707

I
Dec-15� 03:05pm From-collins & aikman
Oake Analyt caI
www.pacelabs-cam
SAMPLE DUPLICATE: 923435918
Gead
Selenium
Silveri
10/24/03
Asheville Certitic i n IDs
NC Wastewater 40
NC Drinking Water 37712
SC Environmental 99030
704-548-2314
QUALITY CONTROL DATA
T-580 P.014 F-171
Pace Analytical Smices, lrtc.
2225 Riverside Drive
Asheville, NC 28804
Phone., 828.254.7116
Fax 828.252,4618
Lab Project Number: 9262413
Client Project 10: LANDFILL MONITORING WELL
923431886
DUP
Units
Result
Result
RED Footnotes
mg/l
ND
ND
NC
mg/l
a.00790
ND
NC
mg/l
ND
NO
NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
� x .caoa
Page: 20 of 21
C riotte Ce ' i . tion IDS.
NC Wastewater 12
NC Drinking Water 37705
Sc 99006
61 Mr-1 AP rA707

;Dec-45-03 03:06pm From-collins & aikman
704-548-2314 T-580 P.015 F-17
Pace Analytical Services, Inc.
2225 Riversipe Drive
j���.J� fr r� I Asheville, NC 28804
/`-1 y ca Phone:[phone]
www.Pacelsbs.com Fax [phone]
Lab Project Number: 9252413
Client Project ID: LANDFILL MONITORING WELL
DATA PARAMETER FOOTNOTES
Consistent with EPA guidelines, unrounded concentrations are displayed and have been used to calculate x Rec and RPD values.
LCS(D) Laboratory Control Sample (Duplicate)
Ms(D) Matrix Spike (Duplicate)
DUP Sample Duplicate
ND Not detected at or above adjusted reporting limit
NC Not 'Calculable
.J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
MDL Adjusted Method Detection Limit
RPD Relative Percent Difference
(S) Surrogate
(1] The Spike recovery was outside acceptance limits for the MS and /or MSD due to matrix interference. The t
and/or LCSD were within acceptance limits showing that the laboratory is in control and the data is
acceptable.
Dote: 1D124103
Ashe�(iile Certification IDS
NC Wastewater 40
NC Drinking Water 37712
SG Environmental 99030
CI MCI AD C078AO
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
`" ACg,
Page: 21
NC Wastewater
NO Drinkind Water
M Url AD
lof 21
12
37705
99006
Cp-7ey-r

01ceW,
INCQ:RP0RA-TE0
E"RONMENTAL LABORATORIES
McDowell County Landfill
10 East Court Street
Marion, NC 28752
Attn: Mr. Alan Silver
Client Reference: Landfill MWs
REPORT OF LABORATORY ANALYSIS
December 15, 1995
PACE Project Number: A51121600
PACE Sample Number: 93 0152694
Date Collected: 11/21/95
Date Received: 11/21/95
MW #2
-------------------------------------------------------------------------------------------------------------------------------
TEST
LN CODE DETERMINATION RESULT UNITS
---------------------------------------------------------------------------------------------------------------------•----------
1 OVTCW2 8260A TCL Volatiles in Water
1,1.,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroetharie
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Oichloroethane
1,2-Dichloropropane
.1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
1,4-Dioxane
2,2-Dichloropropane
2-Butanone (M,E K)
2-Chloro-1,3-butadiene
2-Chloroethylvinylether
2-Chlorotoluene
2-Hexanone (_M$ K)
3-Chloropropene
4-Chloroto{uene
4-Methyl-2-pentanone
Acetone
Acetonitrile
Acrolein
Acrytonitrile
AllyL chloride
Benzene
Bromobenzene
< 1 ug/L
< 1 ug/L
< 1 ug/L
< 1 ug/L
10 ug/L
-760
< 1 ug/L
< 1 ug/L
< 1 ug/L
< 1 ug/L
. 1 u9 '
D
5 .ug 1
O
< 1 ug/L
< 1 ug/L
3 ug/L
(02�
1 -rfg/L
0,39
u9/L
0,J5-w
- < 1' u9/L
- < 1 u9/L
1 ug/L
8 ug/L'
75
< 20- ug/L
< 1 ug/L
10 ug/L
170
< 1 ug/L
< 2 ug/L
< 1 u9/L
1:77. g/L
o
< 1 ug/L
< 1 ug/L
-< 2 ug/L
< 20 . U9/L
< 20 ug/L
< 10 ug/L
< 1 ug/L
' ,7: :ug/L
1,6
< 1 ug/L
54 RavenscrcttDnve
Asheville. NC 28807
TEL: [phone]
FAX. 7:r-252-16 i 8
An E,uai Opporturity Emciover

ENVIRONMENTAL LABORATORIES REPORT OF LABORATORY ANALYSIS
Mr. Alan Silver December 15, 1995
PACE Project Number: A51121600
Client Reference: Landfill MWs
PACE Sample Number: 93 0152694
Date Collected: 11/21/95
Date Received: 11/21/95
MW -r"r2
-------------------------------------------------------------------------------------------------------------------------------
TEST
LN CODE DETERMINATION RESULT UNITS
----------------------------------------------------------------------------------------------------------------------------
trans-1,4-Dichloro-2-butene < 1 ug/L
54 Aavenscrott Drive
kneville. NC 28801
TEL:[phone]
FAX [phone]
-
- I
An Equal Opportunity Employer

H Y D R 0 L 0 G I C I N C
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL CO
10 EAST COURT STREET REPORT DATE: 03/06/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 80811 SAMPLE ID- MCDOWELL CO MW-1 SAMPLE MATRIX- WW
DATE SAMPLED- 02/22/96 LOCATION-.MCDOWELL CO LANDFILL TIME SAMPLED- 1300
DATE RECEIVED- 02/22/96 SAMPLER- C.T. S&ME RECEIVED BY- DHT.
TIME RECEIVED- 1500 DELIVERED BY- S&ME
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
02/23/96
LJP
02/28/96
LJP
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
02/23/96
BDL
03/05/96
BDL
< 0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
02/23/96
BDL
03/05/96
BDL
0.007
mg/l
0.005
LEAD, TOTAL
239.2
02/23/96
BDL
02/29/96
LJP
0.022
mg/l
0.003
MERCURY, TOTAL
245.1
02/29/96
LJP
< 0.0002
mg/l
0.0002
SELENIUM,.TOTAL
270.2
02/23/96
LJP
02/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
02/23/96
BDL
03/01/96
LJP
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
02/23/96
LJP
02/27/96
BDL
0.452
mg/l
0.005
LABORATORY DIRECTOR
n

H
i
C
Y
D
R
0
L 0
G
I C
1 N
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL CO
10 EAST COURT STREET REPORT DATE: 03/06/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 80812 SAMPLE ID- MCDOWELL C MW-2 SAMPLE MATRIX- WW
DATE SAMPLED- 02/22/96 LOCATION- MCDOWELL CO LL TIME SAMPLED- 1400
DATE RECEIVED- 02/22/96 SAMPLER- C.T. S&.ME RECEIVED BY- DHT
TIME RECEIVED- 1500 DELIVERED BY- S&ME
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
02/23/96
LJP
02/28/96
LJP
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
02/23/96
BDL
03/05/96
BDL
< 0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
02/23/96
BDL
03/05/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
02/23/96
BDL
02/29/96
LJP
0.012
mg/l
0.003
MERCURY, TOTAL
245.1
02/29/96
LJP < 0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
02/23/96
LJP
02/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
02/23/96
BDL
03/01/96
LJP
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
02/23/96
LJP
02/27/96
BDL
0.214
mg/l
0.005
LABORATORY DIRECTOR

H Y D R 0 L 0 G I C I N 'C
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL CO
10 EAST COURT STREET REPORT DATE: 03/06/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 80813 SAMPLE ID- MCDOWELL CO MW-3 SAMPLE MATRIX- WW-
DATE SAMPLED- 02/22/96 LOCATION- MCDOWELL CO LANDFILL TIME SAMPLED- 1215
DATE RECEIVED- 02/22/96 SAMPLER- C.T. S&ME RECEIVED BY- DHT
TIME RECEIVED- 1500 DELIVERED BY- S&ME
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
02/23/96
LJP
02/28/96
LJP
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
02/23/96
BDL
03/05/96
BDL
< 0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
02/23/96
BDL
03/05/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
02/23/96
BDL
02/29/96
LJP
< 0.003
mg/l
0.003
MERCURY, TOTAL
245.1
02/29/96
LJP
< 0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
02/23/96
LJP
02/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
02/23/96
BDL
03/01/96
LJP
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
02/23/96
LJP
02/27/96
BDL
0.146
mg/l
0.005
LABORATORY DIRECTOR

H Y D R 0 L 0 G I C I N C
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL
PROJECT NAME: MCDOWELL
CO
10 EAST COURT STREET
REPORT DATE: 03/06/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 80814
SAMPLE ID- MCDOWELL CO MW-4
SAMPLE MATRIX- WW
DATE SAMPLED- 02/22/96
LOCATION- MCDOWELL CO LANDFILL
TIME SAMPLED- 1145
DATE RECEIVED- 02/22/96
SAMPLER- C.T.
S&ME
RECEIVED BY- DHT:
TIME RECEIVED- 1500
DELIVERED BY-
S&ME
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
02/23/96 LJP
02/28/96
LJP
< 0.00T
mg/l
0.003
CADMIUM, TOTAL
213.2
02/23/96 BDL
03/05/96
BDL
< 0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
02/23/96 BDL
03/05/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
02/23/96 BDL
02/29/96
LJP
< 0.003
mg/l
0.003
MERCURY, TOTAL
245.1
02/29/96
LJP
< 0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
02/23/96 LJP
02/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
02/23/96 BDL
03/01/96
LJP
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
02/23/96 LJP
02/27/96
BDL
0.371
mg/l
0.005
LABORATORY DIRECTOR

H Y D R 0 L 0 G
FINAL REPORT OF ANALYSES
�
i
McDOWELL CO LANDFILL
PROJECT NAME: MCDOWELL
CO
10 EAST COURT STREET
REPORT DATE: 03/06/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 80815
SAMPLE ID- TRIP BLANK
SAMPLE MATRIX- WWI
DATE SAMPLED- 02/22/96
LOCATION- MCDOWELL CO LANDFILL
DATE RECEIVED- 02/22/96
SAMPLER- C.T.
S&ME
RECEIVED BY- DHT
TIME RECEIVED- 1500
DELIVERED BY-
S&ME
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE BY
DATE -
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
02/23/96 LJP
02/28/96
LJP
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
02/23/96 BDL
03/05/96
BDL
< 0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
02/23/96 BDL
03/05/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
02/23/96 BDL
02/29/96
LJP
< 0.003
mg/l
0.003
MERCURY, TOTAL
245.1
02/29/96
LJP
< 0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
02/23/96 LJP
02/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
02/23/96 BDL
03/01/96
LJP
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
02/23/96 LJP
02/27/96
BDL
< 0.005
mg/l
0.005
LABORATORY DIRECTOR

H Y D R 0 L 0 G I C 1 N C
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL CO
10 EAST COURT STREET REPORT DATE: 03/06/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 80828 SAMPLE ID- EQUIPMENT BLANK SAMPLE MATRIX- WW.
DATE SAMPLED- 02/22/96 LOCATION- MCDOWELL CO LANDFILL
DATE RECEIVED- 02/22/96 SAMPLER- C.T. S&ME RECEIVED. BY- DHT
TIME RECEIVED- 1500 DELIVERED BY- S&ME
Page 1 of 1
SAMPLE PREP
ANALYSIS
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
ARSENIC, TOTAL
206.2
02/23/96
LJP
02/28/96
LJP
<
0.003
mg/l
CADMIUM, TOTAL
213.2
02/23/96
BDL
03/05/96
BDL
<
0.001
mg/l
CHROMIUM, TOTAL
218.2
02/23/96
BDL
03/05/96
BDL
<
0.005
mg/l
LEAD, TOTAL
239.2
02/23/96
BDL
02/29/96
LJP
<
0.003
mg/l
MERCURY, TOTAL
245.1
02/29/96
LJP
<
0.0002
mg/l
SELENIUM, TOTAL
270.2
02/23/96
LJP
02/27/96
BDL
<
0.003
mg/l
SILVER, TOTAL
272.2
02/23/96
BDL
03/01/96
LJP
<
0.001
mg/l
BARIUM, TOTAL
200.7
02/23/96
LJP
02/27/96
BDL
<
0.005
mg/l
LABORATORY DIRECTOR
DET.
LIMIT
0.003
0.001
0.005
0.003
0.0002
0.003
0.001
0.005

H Y D R O L O G I C I N C
February 29, 1996
REPORTING:
Hydrologic -Asheville, Inc
122 Lyman Street
Asheville, NC 28801
PROJECT NUMBER: FL963264
DATE CCU MEM: February 29, 1996
DATE RECEIVED: February 23, 1996
INVOICING:
Hydrologic -Asheville, Inc
122 Lyman Street
Asheville, NC 28801
McDowell County Landfill/McDowell Co.--6 water samples analyzed
for 8260.
Enclosed is the laboratory report for the project described above. If you
have any questions or if we can be of further assistance, please feel free
to contact Jamie Fore. We appreciate your business and look forward
to serving you again soon.
Respectfully,
Walter .g
QA/QC Officer
i
1do1 Twilinht Trnil n CranWnrt VV Anw)i r—I rn9/97R-l17ri M P&Y CZn9/R7;_R!11F n Tnll Froo i_R(V1/77R_?7r'1

H Y D R O
L O G I C
I N C
COMPANY NAME: Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER:
FL963264
-
SAMPLE IDENTIFICATION
_ -
CROSS REFERENCE SHEET
HYDROLOGIC SAMPLE NUMBER
CLIENT' SAMPLE IDENTIFICATION
SAMPLE DATE
963264
MW-1
2/22/96
963265
MW-2
2/22/96
963266
MW-3
2/22/96
963267
MW-4.
2/22/96
963268
TRIP BLANK
2/22/96
963269
EQ BLANK
2/22/96
i
id�i T��rilinhf Trpil M Crontrfnrl WV nnani f-1 arnin�o_rnai 7 Fnv anoio-7a.ama rl T II C- i Onn/n7o 7�Gi

I
H Y D R O
L O G
I C
I N C
COMPANY NAME:
Hydrologic Asheville,
Inc
COMPANY PROJECT NUMBER:
MC DOWER COUNTY LANDFILL/MC
DCIvl= CO.
HYDROLOGIC PROJECT NUM=:
FL963264
HYDROLOGIC SAMPLE NUMBER:
963264
- HYDROLOGIC LAB I.D.#:
399
_.. SAMPLE IDENTIFICATION:
MR-1
-- = DATE SAMPLED:
2/22/96
- DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
2/27/96
METHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
ug/l)
ug/l)
Dichlorodifluoromethane
75-71-8
5.0
BDL
Chloranethane
74-87-3
5.0
BDL
Vinyl Chloride
75-01-4
5.0
BDL
Bromcmethane
74-83-9
5.0
BDL
Chloroethane
75-00-3
5.0
BDL
Trichlorofluorclethane
75-69-4
5.0
BDL j
1,1-Dichloroethene
75-35-4
5.0
BDL
Methylene Chloride
75-09-2
5.0
BDL
trans-1,2-Dichloroethene
156-60-5
5.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
2,2-Dichloropropane
590-20-7
5.0
BDL
cis-1,2-Dichloroethene
156-59-4
5.0
BDL
Chloroform
67-66-3
5.0
BDL
Bromochloranethane
74-97-5
10.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
Carbon Tetrachloride
56-23-5
1.0
BDL
1,1-Dichloropropene
563-58-6
1.0
BDL
Benzene
71-43-2
1.0
BDL
1,2-Dichloroethane
107-06-2
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
1,2-Dichloropropane
78-87-5
1.0
BDL
Brcmd_ichloranethane
75-27-4
1.0
BDL
Dibran xD--thane
74-95-3
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
2.0
BDL
Toluene
108-88-3
1.0
BDL
1491 Twilight Trail f-1 Frankfnrt KY 4nr;R1 ,f-1..5n�i���-n�F� (-1 FaX �n�iR��-amn f-1 Tnll Froo ,-s�nnn��_���1

H Y D R O L O G I C f N C
Page 2 continued
-• • ••• 1:V-
11.01,
�'I.AMJMM 101MOAMM21MAMMKOV
ANALYSIS
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
1,3-Dichloropropane
Dibromochlormethane
Hydrologic -Asheville, Inc
MC Dg=L COUNl'Y LANDF=IW- DOT,= CO
FL963264
963264
mw-1
2/22/96
M MOD SW 846 8260
10061-02-6
79-00-5
127-18-4
142-28-9
124-48-1
SDL
( ug/1)
1.0
1.0
1.0
1.0
1.0
RESULT
( ug/1)
BDL
BDL
BDL
BDL
BDL
1,2-Dibrcmoethane
106-93-4
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
(m+p)-Xylene
2.0
BDL
o-Xylene
95-47-6
1.0
BDL
Styrene
100-42-5
1.0
BDL
Bromoform
75-25-2
1.0
BDL
Isopropylbenzene
98-82-8
1.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
1.0
BDL
Brom6benzene
108-86-1
1.0
BDL
n-Propylbenzene
103-65-1
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
113,5-Trimethylbenzene
108-67-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
t-Butylbenzene
98-06-6
1.0
BDL
11214-Trimethylbenzene
95-63-6
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
p-Isopropyltoluene
99-87-6
1.0
BDL
IA01 7...n CAV Gf10/07C Of11G n T..II Cam.... i O/1r1/7�10 n7Ci

H Y D R 0 L O G I C 1 N !C.
I
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER:
MC DO = COUNTY LANDFILL/MC DOWKL CO
I
HYDROLOGIC PROJECT NUMBER:
FL963264
HYDROLOGIC SAMPIE NUMBER:
963264
SAMPIE IDENPIb'ICATION:
MW-1
- DATE SAMPLED:
2/22/96
NETHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
1,3-Dichlorobenzene
541-73-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
n-Butylbenzene
104-51-8
1.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,2-Dibroano-3-Chloropropane
96-12-8
10.0
BDL
1,2,4-Trichlorobenzene
120-82-1'
5.0
BDL
Hexachlorobutadiene
87-68-3
5.0
BDL
Naphthalene
91-20-3
10.0
BDL j
1,2,3-Trichlorobenzene
87-61-6
5.0
BDL
1,1,1-Trichloethylene
5.0
BDL j
i
Surrogate Recoveries:
1,2-Dichloroethane
107-06-2
104%
Toluene
108-88-3
108% i
BFB
90% j
i
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
idgi Twilirnhf Trail F1 Frankfrirt KY dr rni Fl I I FAX r;n9/R7R-R01(; I I Trill Fran i_Rr)r1/77R-7gF1

H Y D R O L O G I C I N C
COMPANY NAME: Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER: MC DOW= COUNTY LANDFILL/MC D9vQELL CO.
^HYDROLOGIC PROJECT NUMBER: EL963264
HYDROLOGIC SAMPLE NUMBER: 963265
HYDROLOGIC LAB I.D.#: 399
SAMPLE IDENTIFICATION: NW-2_
_= DATE SAMPLED: 2/22/96
DATE EXTRACTED: N/A
DATE/TIME ANALYZED: 2/27/96
METHM SW 846 8260
ANALYSIS
CAS NO.
SDL
RESULT
i ug/1)
i ug/1)
Dichlorodifluoromethane
75-71-8
5.0
BDL
Chloromethane
74-87-3
5.0
BDL
Vinyl Chloride
75-01-4
5.0
17.0 !
Bromomethane
74-83-9
5.0
Chloroethane
75-00-3
5.0
BDL I
Trichlorofluoromethane
75-69-4
5.0
I
BDL
1,1-Dichloroethene
75-35-4
5.0
BDL
Methylene Chloride
75-09-2
5.0
BDL
trans-1,2-Dichloroethene
156-60-5
5.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
2,2-Dichloropropane
590-20-7
5.0
BDL
v cis-1,2-Dichloroethene
156-59-4
5.0
68.0
Chloroform
67-66-3
5.0
BDL
Bromochloranethane
74-97-5
10.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
Carbon Tetrachloride
56-23-5
1.0
BDL
1,1-Dichloropropene
563-58-6
1.0
BDI�
Benzene
71-43-2
1.0
<17.0
1,2-Dichloroethane
107-06-2
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
1,2-Dichloropropane
78-87-5
1.0
BDL
Branodichloranethane
75-27-4
1.0
BDL
Dibrananethane
74-95-3
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
2.0
BDL
Toluene
108-88-3
1.0
3.9
i
1A01 T% 41;,hi T-;T M CronLfnrf VV Annn1 I-L�n�i77?_n7Gi n �DY Gnnia�� onic (-1 T-11 C.,,,, I enn1-7�0 nnc,

I
H Y D R O L O G I C I N� C
Page 2 continued
COMPANY NAME:
COMPANY PROJECT NUMBER:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
ANALYSIS
trans-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
1,3-Dichloropropane
Dibromochloromethane
1, 2-Dibrcanoethane
Chlorobenzene
1,1,1,2-Tetrachloroethane
Ethylbenzene
(m+p)-Xylene
o-Xylene
Styrene
Bromoform °
Isopropylbenzene
1,1,2,2-Tetrachloroethane
Bromobenzene
n-Propylbenzene
2-Chlorotoluene
1,3,5-Trimethylbenzene
4-Chlorotoluene
t-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
p-Isopropyltoluene
Hydrologic -Asheville, Inc
MC DOin= COUNTY LANDFILL/MC DOWRLL CO
FL963264
963265
NW-2
2/22/96
METHOD SK 846
8260
CAS NO.
SDL.
RESULT
( ug/1)
( ug/1)
10061-02-6
1.0
BDL
79-00-5
1.0
BDL
127-18-4
1.0
e
142-28-9
1.0
124-48-1
1.0
BDL
106-93-4
1.0
B
108-90-7
1.0
28.9
630-20-6
1.0
100-41-4
1.0
BDL
2.0
9.7
95-47-6
1.0
100-42=5
1.0
75-25-2
1.0
98-82-8
1.0
79-34-5
1.0
108-86-1
1.0
103-65-1
1.0
95-45-8
1.0
108-67-8
1.0
106-43-4
1.0
98-06-6
1.0
95-63-6
1.0
135-98-8
1.0
99-87-6
1.0
13.2
BDL
BDL
BDL
BDL
B
2. '
BDL
BDL
I
1491 TwiliohtTrail 0 Frankfort. KY 40601 .[_1 502/222-02;;1 M FAX.5n2/R75-Rnih F— Tr,lI FraP 1-Rnn/7�R-?PF1

H Y D R O
L O G
I C
I N C
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER:
MC DO,= COUNTY LANDFILL/MC
DOW= CO
HYDROLOGIC PROJECT NUMBER:
FL963264
HYDROLOGIC SAMPLE NUMBER:
963265
SAMPLE IDENTIFICATION:
NW-2
DATE SAMPLED:
2/22/96
NlEMM SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
1,3-Dichlorobenzene
541-73-1
5.0
1,4-Dichlorobenzene
106-46-7
5.0
10.0
n-Butylbenzene
104-51-8
1.0
B
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,2-Dibromo-3-Chloropropane
96-12-8
10.0
BDL
i
1,2,4-Trichlorobenzene
120-82-1
5.0
BDL
Hexachlorcbutadi.ene
87-68-3
5.0
BDL
Naphthalene
91-20-3
10.0
BDL
1,2,3-Trichlorobenzene
87-61-6
5.0
BDL
1,1,1-1irichloethylene
5.0
BDL
Surrogate Recoveries:
1,2-Dichloroethane
107-06-2
96%
Toluene
108-88-3
110%
BFB
82%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
I A 0 1 T++riP nF + T.n71 M C.onW^r+ -VV An4ni n Cn 7l 1rJ 9.n7�i I CA V Gn7/o7r- Of) -I G I I Tnll C..,- -1 onnd7iPO 77C-4

H Y D R O L O G I C I N C
COMPANY NAME:
lt*ologic-Asho- ville, Inc
COMPANY PROJECT NUMBER:
MC DOWELL COLUiY LANDFILL/MC DOWELL CO.
HYDROLOGIC PROJECT NUMBER:
FL963264
HYDROLOGIC SAMPLE NUMBER:
963266
HYDROLOGIC LAB I.D.#:
399
-. _ - _- SAMPLE IDENTIFICATION:
MW-3
_ DATE SAMPLED:
2/22/96
DATE EXTRACTED:
N/A
DATE/TINE ANALYZED:
2/27/96
METHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
ug/1)
ug/1)
Dichlorodifluoromethane
75-71-8
5.0
BDL
Chloromethane
74-87-3
5.0
BDL
Vinyl Chloride
75-01-4
5.0
BDL
Brthane
74-83-9
5.0
BDL
Chloroethane
75-00-3
5.0
BDL
Trichlorofluoromethane
75-69-4
5.0
BDL
1,1-Dichloroethene
75-35-4
5.0
BDL
Methylene Chloride
75-09-2
5.0
BDL
trans-1,2-Dichloroethene
156-60-5
5.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
I
2,2-Dichloropropane
590-20-7
5.0
BDL
cis-1,2-Dichloroethene
156-59-4
5.0
BDL
Chloroform
67-66-3
5.0
BDL
Bromochloromethane
74-97-5
10.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
Carbon Tetrachloride
56-23-5
1.0
BDL
1,1-Dichloropropene
563-58-6
1.0
BDL
Benzene
71-43-2
1.0
BDL
1,2-Dichloroethane
107-06-2
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
i
1,2-Dichloropropane
78-87-5
1.0
BDL
Bromodichloramathane
75-27-4
1.0
BDL
Dibromcnethane
74-95-3
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
2.0
BDL
Toluene
108-88-3
1.0
BDL
.4 An T... ;1: -L.a -r--;i ri ram•. I!v Ancn-i n cno nnc1 n Cnv cn')ro-7c Or) lc n T..n C.•... -1 on

H Y D R O L O
Hydrologic -Asheville, Inc
MC DONEU COUNl'Y LANDFILL/MC DOWELL CO
FL963264
963266
MN-3
2/22f96
METHOD SW 846 8260
CAS NO. SDL RESULT
( ug/.l) ( ug/1)
trans-1,3-Dichloropropene
10061-02-6
1.0.
BDL
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
1,3-Dichloropropane
142-28-9
1.0'
BDL
Dibromochloromethane
124-48-1
1.0
BDL
1,2-Dibromoethane
106-93-4
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
(m+p)-Xylene
2.0
BDL
o-Xylene
95-47-6
1.0
BDL
Styrene
100-42-5
1.0
BDL
Bro mofomn
75-25-2
1.0
BDL
., Isopropylbenzene
98-82-8
1.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
1.0
BDL
Brcmobenzene
108-86-1
1.0
BDL
n-Propylbenzene
103-65-1
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
1,3,5-Trimethylbenzene
108-67-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
t-Butylbenzene
98-06-6
1.0
BDL
1,2,4-Trimethylbenzene
95-63-6
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
p-Isopropyltoluene
99-87-6
1.0
BDL
And M Grnnikfnrf KY Anam r1 r;nq/gq.-m;I Tnil Fran I

H Y D R O
L O G
I C
I IV C
Page 3 continued
COMPANY NAME:
Hydrologic-Ashoville, Inc
COMPANY PROJECT NUMBER:
MC DOWELL COUN7.'Y LANDFILL/MC
DOV= CO
HYDROLOGIC PROJECT NUMBER:
FL963264
HYDROLOGIC SAMPLE NUMBER:
963266
SAMPLE IDENTIFICATION:
MW-3
DATE SAMPLED:
2/22/96
M MOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
1,3-Dichlorobenzene
541-73-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
n-Butylbenzene
104-51-8
1.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,2-Dibromo-3-Chloropropane
96-12-8
10.0
BDL
1,2,4-Trichlorobenzene
120-82-1
5.0
BDL
:_. Hexachlorobutadiene
87-68-3
5.0
BDL
Naphthalene
91-20-3
10.0
BDL
1,2,3--Trichlorobenzene
87-61-6
5.0
BDL
1,1,1-Trichloethylene
5.0
BDL
Surrogate Recoveries:
1,2-Dichloroethane
107-06-2
102%
Toluene
108-88-3
110%
BFB
82 %
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
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H Y D R O
L O G
I C
I N C
Page 2 continued
COMPANY NAME:
Hydrologic -Asheville,
Inc
COMPANY PROJECT NUMBER:
MC DOW= COUN.I'Y LAND =GL/MC
DOW= CO
-- --HYDROLOGIC PROJECT NUMBER:
FL963264
r HYDROLOGIC SAMPLE NUMBER:
963267
SAMPLE IDENTIFICATION:
MW-4
DATE: SAM =:
2/22/96
METHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
1,3-Dichloropropane
142-28-9
1.0
BDL
Dibromochloromethane
124-48-1
1.0
BDL
1,2-Dibromoethane
106-93-4
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
1.0
BDL
Ethylbenzene-
100-41-4
1.0
BDL
(m+p)-Xylene
2.0
BDL
o-Xylene
95-47-6
1.0
BDL
Styrene
100-42-5
1.0
BDL
Bromoform
75-25-2
1.0
BDL
Isopropylbenzene
98-82-8
1.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
1.0
BDL
Bromobenzene
108-86-1
1.0
BDL
.n-Propylbenzene
103-65-1
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
1,3,5-Trimethylbenzene
108-67-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
t-Butylbenzene
98-06-6
1.0
BDL
1,2,4-Triia--thylbenzene
95-63-6
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
p-Isopropyltoluene
99-87-6
1.0
BDL
I
in01 T,.,vv Ancn-I rl rl C'nvennro-7c on.c M T n C 1 Onn'-ino n-)r.

H Y D R O L O G I C I C
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER:
MC DOWELL COUNTY LANDFIZL/MC
DOGELL CO
HYDROLOGIC PROJECT NUMBER:
EL963264
HYDROLOGIC SAMPLE NUMBER:
963267
:- SAMPLE IDENTIFICATION:
MW-4
_... DATF. SAMPLED:
2/22/96
METHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
1,3-Dichlorobenzene
541-73-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
n-Butylbenzene
104-51-8
1.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,2-Dibromo-3-Chloropropane
96-12-8
10.0
BDL
1,2,4-Trichlorobenzene
120-82-1
5.0
BDL
Hexachlorobutadiene
87-68-3
5.0
BDL
Naphthalene
91-20-3
10.0
BDL
1,2,3-Irrichlorobenzene
87-61-6
5.0
BDL
1,1,1-Trichloethylene
5.0
BDL
Surrogate Recoveries:
1,2-Dichloroethane
107-06-2
97%
Toluene
108-88-3
104%
BFB
95%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
-4 A(11 T...-r,-;I rl r. 14 .4 VV ,, %an-j rl Cl17 In nn nnr:i n CA V Cf)n/07C OI14 G n T-II C-1 -1 Onnn;nO nnCI

H Y D R 0 L 0 G I C I N C
COMPANY NAME:
Hydrologic -Asheville,
Inc
COMPANY PROJECT NUMBER:
MC DaUIL COUNTY LANDFILL/NC Da= CO.
-_ HYDROLOGIC PROJECT NUMBER:
FL963264
-- HYDROLOGIC SAMPLE NUMBER:
963268
HYDROLGIC LAB I. D. # :
399
SAMPLE IDENTIFICATION:
TRIP BLANK
DATE SAMPLED:
2/22/96
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
2/27/96
METHOD SK 346
8260
ANALYSIS
CAS NO.
SDL
RESULT
i ug/1)
ug/1)
Dichlorodifluoromethane
75-71-8
5.0
BDL
Chlorcmethane
74-87-3
5.0
BDL
Vinyl Chloride
75-01-4
5.0
BDL
Bromomethane
74-83-9
5.0
BDL
Chloroethane
75-00-3
5.0
BDL
Trichlorofluorcmthane
75-69-4
5.0
BDL
1,1-Dichloroethene
75-35-4
5.0
BDL
Methylene Chloride
75-09-2
5.0
BDL
trans-1,2-Dichloroethene
156-60-5
5.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
2,2-Dichloropropane
590-20-7
5.0
BDL
cis-1,2-Dichloroethene
156-59-4
5.0
BDL
Chloroform
67-66-3
5.0
BDL
Bromochloromethane
74-97-5
10.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
Carbon Tetrachloride
56-23-5
1.0
BDL
1,1-Dichloropropene
563-58-6
1.0
BDL
Benzene
71-43-2
1.0
BDL
1,2-Dichloroethane
107-06-2
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
1,2-Dichloropropane
78-87-5
1.0
BDL
Bromodichloromethane
75-27-4
1.0
BDL
Dibromcmethane
74-95-3
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
2.0
BDL
Toluene
108-88-3
1.0
BDL
I

Page 2 continued
COMPANY NAME:
Hydrologic-Ashoville, Inc
COMPANY PROJECT NUMBER:
MC DOWELL COUNTY LANDFILL/MC DOWELL CO
HYDROLOGIC PROJECT NUMBER:
FL963264
HYDROLOGIC SAMPLE NUMBER:
963268
SAMPLE IDENTIFICATION:
TRIP SLANG
DATE SAMPLED:
2/22/96
METHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( u9/1)
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
1,3-Dichloropropane
142-28-9
1.0
BDL
Dibrcanochloromethane
124-48-1
1.0
BDL
1,2-Dibromoethane
106-93-4
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
1.0
BDL
Ethy]benzene
100-41-4
1.0
BDL
(m+p)-Xylene
2.0
BDL
o-Xylene
95-47-6
1.0
BDL
Styrene
100-42-5
1.0
BDL
Bromoform
75-25-2
1.0
BDL
Isopropylbenzene
98-82-8
1.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
1.0
BDL
Branobenzene
108-86-1
1.0
BDL
n-Propylbenzene
103-65-1
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
1,3,5-Trimethy1benzene
108-67-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
t-Butylbenzene
98-06-6
1.0
BDL
1,2,4-Triniethylbenzene
95-63-6
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
p-Isopropyltoluene
99-87-6
1.0
BDL
0
1491 Twilinht Trail rl Frankfort. KY 40601 ❑ 502/223-0251 ❑ FAX [phone] ❑ Toll Free, 1-800%7�8 2251

H Y D R O L O G I C I N C
Page' 3 continued
.- HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
SAMPLE IDTCATION:
-- - DATE SAMPLED.
ANALYSIS
Hydrologic-Ashi:ville, Inc
MC DOWELL COUNTY LANDFILL/MC DOWELL CO
FL963264
963268
TRIP BLANK
2/22/96
METHOD SW 846 8260
CAS NO.
1,3-Dichlorobenzene 541-73-1
1,4-Dichlorobenzene 106-46-7
n-Buty7benzene 104-51-8
1,2-Dichlorobenzene 95-50-1
1,2-Dibromo-3-Chloropropane 96-12-8
SDL
( ug/1)
5.0
5.0
1.0
5.0
10.0
RESULT
ug/1)
BDL
BDL
BDL
BDL
BDL
1,2,4-Trichlorobenzene
120-82-1
5.0
BDL
Hexachlorobutadiene
87-68-3
5.0
BDL
Naphthalene
91-20-3
10.0
BDL
1,2,3-Trichlorobenzene
87-61-6
5.0
BDL
1,1,1-Ttichloethylene
5.0
BDL
Surrogate Recoveries:
1,2-Dichloroethane
107-06-2
100%
Toluene
108-88-3
104%
BFB
96%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilight Trail ❑ Frankfort, KY 40601 ❑ 502/223-0251 ❑ FAX [phone] ❑ Toll Free 1-800/728-2251

H Y D R O L Q G I C I N C
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER:
_
MC DOWELL COUNTY LANDFILL�MC
DOWELL CO. a
HYDROLOGIC PROJECT NUMBER:
FL963264
-- l° HYDROLOGIC SAMPLE NUMBER:
963269
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDFN=CATION:
EQ BLANK
DATE SAMPLED:
2/22/96
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
2/27/96
METHOD SW 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
ug/l)
( ug/l)
Dichlorodifluoranethane
75-71-8
5.0
BDL
Chlorcanethane
74-87-3
5.0
BDL
Vinyl Chloride
75-01-4
5.0
BDL
Brommethane
74-83-9
5.0
BDL
Chloroethane
75-00-3
5.0
BDL
Trichlorofluorcmet-.hane
75-69-4
5.0
BDL
1,1-Dichloroethene
75-35-4
5.0
BDL
Methylene Chloride
75-09-2
5.0
BDL
trans-1,2-Dichloroethene
156-60-5
5.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
2,2-Dichloropropane
590-20-7
5.0
BDL
cis-1,2-Dichloroethene
156-59-4
5.0
BDL
Chloroform
67-66-3
5.0
BDL
Bromochloromethane
74-97-5
10.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
Carbon Tetrachloride
56-23-5
1.0
BDL
1,1-Dichloropropene
563-58-6
1.0
BDL
Benzene
71-43-2
1.0
BDL
1,2-Dichloroethane
107-06-2
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
1,2-Dichloropropane
78-87-5
1.0
BDL
Brcoodichloromethane
75-27-4
1.0
BDL
Dibromamethane
74-95-3
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
2.0
BDL
Toluene
108-88-3
1.0
BDL
-- --- -- - -- --

H
Y
D R
O
L
O
G
I C I N C
Page
2 continued
COMPANY NAME:
Hydrologic-Ashoville, Inc
COMPANY PROJECT NUMBER:
MC DaU= COUN'l'Y LANDFILL/MC DOWWFTT, CO
HYDROLOGIC PROJECT NUMBER:
FL963264
HYDROLOGIC SAMPLE NUMBER:
963269
SAMPLE IDENTIFICATION:
EQ BLANK
DATE SAMPLED:
2/22/96
N=OD SK 846
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
1,3-Dichloropropane
142-28-9
1.0
BDL
Dibrmochloronethane
124-48-1
1.0
BDL
1,2-Dibromoethane
106-93-4
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
(mt-p)-Xylene
2.0
BDL
.o-Xylene
95-47-6
1.0
BDL
Styrene
100-42-5
1.0
BDL
Bromoform
75-25-2
1.0
BDL
Isopropylbenzene
98-82-8
1.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
1.0
BDL
Brcmobenzene
108-86-1
1.0
BDL
n-Propy].benzene
103-65-1
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
1,3,5-Trimethylbenzene
108-67-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
t-Butylbenzene
98-06-6
1.0
BDL
1,2,4-Trimethylbenzene
95-63-6
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
p-Isopropyltoluene
99-87-6
1.0
BDL
v.l ll...., r--7-.....--- , I7 r-... �..,....�� ,.,..„ rl --" ---- , ,,,..,, ,

H Y D R O
L O G
I C
I N ,C
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER:
MC Da= COUNJ.Y LANDFILL/MC
DOW= CO
HYDROLOGIC PROJECT NUMBER:
FL963264
-----HYDROLOGIC SAMPLE NUMBER:
963269
-'_"SAMPLE IDENTIFICATION:
EQ BLANK
DATE SAMPLED:
2/22/96
METHOD SW 346
8260
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
1,3-Dichlorobenzene
541-73-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
n-Butylbenzene
104-51-8
1.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,2-Dibromo-3-Chloropropane
96-12-8
10.0
BDL
1,2,4-'Trichlorobenzene
120-82-1
5.0
BDL
Hexachlorobutadiene
87-68-3
5.0
BDL i
Naphthalene
91-20-3
10.0
BDL
1,2,3-Trichlorobenzene
87-61-6
5.0
BDL
1,1,1-Trichloethylene
5.0
BDL
Surrogate Recoveries:
1,2-Dichloroethane
107-06-2
96%
Toluene
108-88-3
107%
BFB
88 %
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilioht Trail ❑ Frankfort. KY 40601 0 502/223-0251 ❑ FAX [phone] Toll FrP.P. 1-800/728-2251

'HYDROLOGIC
INU
C.'hnin nfC.'ri.vtodv Record q ■ U 0J I 1�15, Page--- of
122 Lyman Street ❑ 410 New Salem Flighway # 106 Q 1491 Twilight Trail ❑ 2003 North Pine Street Q 263 13ra nchviev Drive SG Q 2500 Gateway Centre ❑ 4375 Riverside Drive ❑ 2082'frade Ctr Way
Asheville, NC 28801 Murfreesboro, TN 37129 Frankfort, KY 40601 Lumberton, NC 28358 Concord, NC 28025 Morrisville, NC 27560 Macon, GA 31210 Naples, FL 33942
[phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone]
FAX [phone] FAX [phone] FAX [phone] FAX [phone] FAX [phone] FAX [phone] FAX [phone] FAX [phone]
Client: C % /p
( ll��J
: � Project No.l CCU
RE ESTED P/�RE1NIE T�RS ---- - - - - - -- -- --- —
Report Address: C4,1 i
Invoice Address:
LAB COD) LD
� A = Asheville, NC
C = Concord, NC
D = Denver, CO
Attn:/q .IV
V Sj L v
\4�
G = Macon,GA
(p K = Frankfort, KY
Phone No.:
Sampled By 5 N1 &
_v�,\"` L = Lumberton, NC
M = Morrisville, NC
fl N = Naples, FL
S = Subcontracted
Fax No.:
P.O. No:
TURNAROUND TIME
T = Murffeesboro,1
❑ 24 Hours ❑ 48 Hours Date Needed:
�N
❑ 5 Days ❑ 10 Days ❑ Other
Sample ID
Date
Time
Comp/
Matrix
Preserv.
Containers
REMARKS
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