5601_ROSCANS_1996

tl
McDOWELL COUNTY
10 East Court Street * Marion, North Carolina 28752 - [phone]
February 9, 1996
James C. Coffey
Permitting Branch
Solid Waste Section
Dear Mr. Coffey:
El
McDowell County has received your correspondence of December
13, 1995 concerning the closure conditions of the McDowell
County Landfill, Permit # 56-01. The county understands the
closure and Rost closure compliance conditions and assures
you that every strip will'be taken to assure that the McDowell
County Landfill remains in compliance of post closure conditions.
r
F
Sinc rely,
Allen Silver
Public Works Director
0
2'd AiHnoO 7-13MOGOW WUZ2:8Z 00, 8T 93A

NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Waste Management
Solid waste section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
Type of Facility La Permit # County
Nameof Facility. Location
Date of Last Evaluation I I /
I Permit Conditions Followed Yes No N/A
A. Specific Condition(s) Violated
II. operational Recpiremmts Followed es __VZ_N0
15A N.C. Admin. Code 13B Section
A. Specific Violation(s) by number and Letter.
III. Other Violations of Rule or Law
X2
IV. Evaluator's Comments )
V. Continuation Page Required? -Yes No Receiving Signature
, 7 Solid Waste Section
Evaluation Date L
DEHNR 3793 /(Part I White: Facility Part II Canary: Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94)

State of North Carolina -
Department of Environment,
Health and Natural Resources • *,
Winston-Salem Regional Office
r�.....�-•.ram
James B, Hunt, Jr,, Governor
.�wlr
Jonathan B. Howes, Secretary May 10, 1996 IDEHNF:;Z
Leesha Fuller, Regional Manager
Mr. Charles Abernathy, County Manager
- McDowell County
' 10 East Court Street
Marion, Forth Carolina 28752
Closure Certifioation for the closed McDowell County Landfill
Pennit 0 56-01
Dear Mr, Abernathy,
This letter is being sent ag' a reminder that MCDOWELL COUNTY needs to notify the
Solid Waste Section of their assent to the post -closure conditions at the referenced landfill and
that the referenced landfill will be maintained in accordance with the Closure Letter dated
December 13,1995. Also, the initial five year ground water monitoring period begins on the
date the Solid Waste Section (the Section) receives the Notification letter from the County. As
stated in Condition 8 (c) under WATER QUALITY MONITORING AND REPORTING
REQUIREMENTS which states "Water quality detection monitoring shall continue for a
nunimum for five years from the date of the Section's receipt of the owner/operator's notification
that the facility will be maintained in compliance with the post -closure conditions specified in this
letter"
Please contact the Section's Western Area Engineer at [phone] if there is
aiiythirig in the Closure Letter that -is unclear or that the County has questions about, The Section
appreciates the County's cooperation during the Closure process and is available to answer
_ ;�r;.questions any
that may arise during the post -closure period for the referenced facility.
S41cerely,
Matthew E, Gantt, E,I.T,
Western) ,Area Engineer '
Solid Waste Section
cc: Jim Coffey
Julian Foseue
rim Bat' eson
Jim Patterson
Raleigh Central File
= Waughtown Street, Winston-Salem, North Corolina 27107-2241 Telephone [phone] FAX [phone]
An Equal ,opportunity Affirmative Actlon Employer W% recycled/ 10% post -consumer paper
E'd AiHn0O _MMOQOW Wdz2:0T •00, 8T E3J

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
LAND QUALITY SECTION: Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801(704) 251-6208
County l f ' `��r�Jri I Project: � •'•" €'� ,,►e tg 6e [. e2 J F, I1 Case #,
Project Location !1 0 to r � (v
Person(s) Financially Responsible t1O 6k w,_to A p ee..61 / G. 11 6v, Y'' fa-q
Address i O L a x e_� r / &id 0"yvi
. 14 P? S x•
I.Pictures: Yes ❑ NoEl Number Prints ❑ Slides ❑ Video ❑
y
2. Weather & soil conditions ce i ,.4 J_ 7J..'r oft.'2
3. Is site currently under Notice of Violation? Yes ❑ NoB
4. Is the site in compliance with the S.P.C.A. and Rules ? Yes❑ No ❑'.. If no check violations below.
5. Violations:
❑ a. No approved plan, G. S. 113A-57 (4) and 15A N.C.A.C. 413.0007(c) ❑'f. Failure to take all reasonable measures, 15A N.C.A.C.4B.0005
❑` " b. Failure to follow approved plan, G.S. 113A-61.1
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
15A N.C.A.C. 4B.0018(a)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
15A N.C.A.C. 413.0007 (b) or 15A N.C.A.C. 413.0024 (e)
e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
❑gig. Inadequate buffer zone, G.S. 113A-57(1)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2) or 15A
N.C.A.C. 413.0024 (d)
❑ i. Unprotected exposed slopes, G.S. 113A-57(2)
❑: j Failure to maintain erosion control measures,
15A N.C.A.C.4B.0013
❑ k.Other (describe)
6. Has off -site sedimentation occurred since last inspection ? Yes ],, `' No ❑ Remarks
Degree: Slight ❑M{{oderate ❑'*"' Severe ❑ Remarks
7. Contact made with (Name) laddeA Title (Name)t,a...Jf,It
Inspection Report given to:
8. Copy of inspection report to be sent to person(s) responsible: '-
Other (Name)AI %4e a# Date Sent
9. Corrective actions needed: ` - ■ a��7 is j 1 P 1i ate 'C as 4 J"t ig X i .oJ ore 47
10. Comments: 4"_", aelh42z 60 1-if &J 4 r •
c r.7" A.ro of 9+ 1 T
Report by: )" 0'ad eA ir. Others present
Date of inspection. _ . fit Time arriving on site E01 /*A a Time leaving site _ t $ : ,;:>,-> 14 t--04

MCDOW'LL COUNTY
10 East Court Street • Marion, North Carolina 26752 • [phone]
June'3, 1996
Matthew E. Gantt, EIT
Western Area Engineer
Solid Waste Section
REF. McDowell County Landfill Closure Notification
Dear Mr. Gantt:
This letter is in reference to the closure certification
letter for McDowell County Landfill, dated May 10, 1996.
The McDowell County Landfill staff is aware of the post -
closure conditions as stated in the closure letter dated
December 13, 1995. The staff will, to the best of their
ability will maintain said landfill in accordance to said
closure letter.
Sincerr�ee%ly, ® '_
41
Allen Silver
McDowell County Public works Director
t" d
Aiwnw-33MOQOW WU82:OT 88, 8Z H3J

NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Waste Management
Solid Waste Section
SOLID WASTE MANAGE ]]ENT FACILITY EVALUATION REPORT
r
Type of Facility. L Permit County.
Name of Facility. Location f}t 5 : I t.._, <�,
Date of Last Evaluation ;r*`,t,.
I. Permit Conditions Followed Yes No N/A
A. Specific Condition(s) Viol
II. Operational Requirements Followed Yes Nof, (yy,� �,{, (f: P..c_
15A N.C. Admin. Code 13B Section 1 10 oS ': 5"
A. Specific Violation(s) by nuober and letter.
III. Other Violations of Rule or Law
IV. Evaluator's Comments ' �a.a+ �ti.�•.�......¢. A—, .L,tk fts A,—T� .r .,t r', qe. ..a_< A.,, ,d-eze 1
�
V. Continuation Page Required? Yes No Receiving Signature fit.
t' f^
Evaluation Date' Solid Waste Section
DEHNR 3793 (Part I White: Facility Part II Canary: Central Office
Solid Waste Section (Review 7/94)
Part III Pink: Regional Office)

NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Waste Management
Solid Waste Section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
c�
Type of Facility. � � Permit # i, Canty _�Vke_ //,;111111'&
i
Name of Facility .%1fe i? .:: �;.; ( .�J ,f �(if' Location �jy -:j. tl_,
Date of Last Evaluation
I_ Permit Conditions Followed Yes No /_FAN/A
A. Specific Condition(s) Violated
II. Operational Requirements Followed ' Yes No
15A N.C. Admin. Code 138 Section
A. Specific Violations) by number and letter.
III_ Other Violations of Rule or
IV. Evaluator's Comments r' t /{}tel1'14ye 4 C L•f (t�
V. Continuation Page Required? Yes No Receiving Signature !Jr '4gffi*oA2L4
Evaluation Date r��rf" ? l f%rSolid Waste Section
DEHNR 3793 (Part I White: Facility Part II Canary: Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94)

HYDROLOGIC, INC.
FINAL REPORT OF ANALYSES
MCDOWELL CO LANDFILL PROJECT NAME: MCDOWELL COUNTY
10 EAST COURT STREET REPORT DATE: 09/03/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 90494 SAMPLE ID- MCDOWELL CO MW-1 SAMPLE MATRIX- WW
DATE SAMPLED- 08/22/96 LOCATION- MCDOWELL CO LANDFILL TIME SAMPLED- 0915
DATE RECEIVED- 08/22/96 SAMPLER- JERRY JIMISON RECEIVED BY- DHT
TIME RECEIVED- 1205 DELIVERED BY- JERRY JIMISON
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS _
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
08/23/96
BDL
08/27/96
BDL
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
08/23/96
BDL
O8/24/96
LJP
0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
08/23/96
BDL
08/27/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
08/23/96
BDL
08/26/96
BDL
0.009
mg/l
0.003
MERCURY, TOTAL
245.1
08/29/96
LJP
<0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
08/23/96
BDL
08/27/96
BDL
< 0,003
mg/l
0.003
SILVER, TOTAL
272.2
08/23/96
BDL
08/28/96
BDL
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
08/23/96
BDL
08/26/96
BDL
0.139
mg/l
0.005
LABORATORY DIRECTO
P.O. BOX 18029 ASHEVILLE NC 28814-0029
704-254-5169 FAX: [phone] TOLL FREE : 800-344-5759

HYDROLOGIC, INC. (-
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL COUNTY
10 EAST COURT STREET REPORT DATE: 09/03/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NURB.R- 90493 SAMPLE ID- MCDOWELL CO MW-2 SAMPLE MATRIX- WW
DATE SAMPLED- 08/22/96 LOCATION- MCDOWELL CO LANDFILL TIME SAMPLED- 0815
DATE RECEIVED- 08/22/96 SAMPLER- JERRY JIMISON RECEIVED BY- DHT
TIME RECEIVED- 1205 DELIVERED BY- JERRY JIMISON
Page 1 of 1
SAMPLE PREP
ANALYSIS
LET.
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
08/23/96
BDL
08/27/96
BDL
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
08/23/96
BDL
08/24/96
LJP
0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
08/23/96
BDL
08/27/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
08/23/96
BDL
08/26/96
BDL
0.016
mg/1
0.003
MERCURY, TOTAL
245.1
08/29/96
LJP
<0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
08/23/96
BDL
O8/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
08/23/96
BDL
08/28/96
BDL
< 0.001
mg/1
0.001
BARIUM, TOTAL
200.7
08/23/96
BDL
08/26/96
BDL
0.159
mg/l
0.005
LABORATORY DIRECTOR
P.O. BOX 18029 ASHEVILLE NC 28814-0029
704-254-5169 FAX: [phone] / TOLL FREE : 800-344-5759

HYDROLOGIC, INC.
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL COUNTY
10 EAST COURT STREET REPORT DATE: 09/03/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 90496 SAMPLE ID- MCDOWELL CO MW-3 SAMPLE MATRIX- WW
DATE SAMPLED- 08/22/96 LOCATION- MCDOWELL CO LANDFILL TIME SAMPLED- 1105
DATE RECEIVED- 08/22/96 SAMPLER- JERRY JIMISON RECEIVED BY- DHT
TIME RECEIVED- 1205 DELIVERED BY- JERRY JIMISON
Page 1 of 1
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL COUNTY
10 EAST COURT STREET REPORT DATE: 09/03/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 90496 SAMPLE ID- MCDOWELL CO MW-3 SAMPLE MATRIX- WW
DATE SAMPLED- 08/22/96 LOCATION- MCDOWELL CO LANDFILL TIME SAMPLED- 1105
DATE RECEIVED- 08/22/96 SAMPLER- JERRY JIMISON RECEIVED BY- DHT
TIME RECEIVED- 1205 DELIVERED BY- JERRY JIMISON
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
08/23/96
BDL
O8/27/96
BDL
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
08/23/96
BDL
O8/24/96
LJP
0.002
mg/l
0.001
CHROMIUM, TOTAL
218.2
08/23/96
BDL
08/27/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
08/23/96
BDL
08/26/96
BDL
0.017
mg/l
0.003
MERCURY, TOTAL
245.1
08/29/96
LJP
<0.0002
mg/l
0.0002
SELENIUM, TOTAL
270.2
08/23/96
BDL
08/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
08/23/96
BDL
08/28/96
BDL
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
08/23/96
BDL
08/26/96
BIlL 0.260%mg/l
0.005
LABORATORY DIRECTOR
P.O. BOX 18029 ASHEVILLE NC 28814-0029
704-254.5169 FAX: [phone] TOLL FREE : 800-344-5759

YDROLOGIC, f C. G
h4
FINAL REPORT OF ANALYSES
McDOWI
McDOWELL CO LANDFILL
PROJECT NAME:
MCDOWELL COUNTY
10 EA;
10 EAST COURT STREET
REPORT DATE:
09/03/96
MARI02
MARION, NC 28752-
Attn:
Attn: ALLEN SILVER
SAMPLI
SAMPLE NUMBER- 90495
SAMPLE ID- MCDOWELL CO MW-4
SAMPLE MATRIX- WW
DATE ;
DATE SAMPLED- 08/22/96
LOCATION- MCDOWELL CO LANDFILL
TIME SAMPLED- 1020
DATE I
DATE RECEIVED- 08/22/96
SAMPLER- JERRY JIMISON
RECEIVED BY- DHT
TIME 1
TIME RECEIVED- 1205
DELIVERED BY- JERRY JIMISON
Page Page 1 of 1
SAMPLE PREP
ANALYSIS
ANALYI',
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
ARSENt
ARSENIC, TOTAL
206.2
08/23/96
BDL
08/27/96
BDL
< 0.003
mg/l
CADMI
CADMIUM, TOTAL
213.2
08/23/96
BDL
08/24/96
LJP
0.001
mg/l
CHROM
CHROMIUM, TOTAL
218.2
08/23/96
BDL
08/27/96
BDL
< 0.005
mg/l
LEAD,
LEAD, TOTAL
239.2
08/23/96
BDL
08/26/96
BDL
< 0.003
mg/l
MERCU
MERCURY, TOTAL
245.1
08/29/96
LJP
<0.0002
mg/1
SELEN
SELENIUM, TOTAL
270.2
08/23/96
BDL
O8/27/96
BDL
< 0.003
mg/l
SILVE_
SILVER, TOTAL
272.2
08/23/96
BDL
08/28/96
BDL
< 0.001
mg/l
BARIU] r
i
BARIUM, TOTAL
200.7
08/23/96
BDL
08/26/96
BDL
0.400
mg/l
LABORATORY DIRECTOR
P.O. BOX 18029 ASHEVILLE NC 28814-0029
704-254-5169 FAX: [phone] I TOLL FREE : 800-344-5759

YDROLOOIC, INC. {
FINAL REPORT OF ANALYSES
McDOWELL CO LANDFILL PROJECT NAME: MCDOWELL COUNTY
10 EAST COURT STREET REPORT DATE: 09/03/96
MARION, NC 28752-
Attn: ALLEN SILVER
SAMPLE NUMBER- 90498 SAMPLE ID- MCDOWELL CO EQ BLANK SAMPLE MATRIX- WW
DATE SAMPLED- 08/22/96 LOCATION- MCDOWELL CO LANDFILL TIME SAMPLED- 0950
DATE RECEIVED- 08/22/96 SAMPLER- JERRY JIMISON RECEIVED BY- DHT
TIME RECEIVED- 1205 DELIVERED BY- JERRY JIMISON
Page 1 of 1
SAMPLE PREP
ANALYSIS
DET.
ANALYSIS
METHOD
DATE
BY
DATE
BY
RESULT
UNITS
LIMIT
ARSENIC, TOTAL
206.2
08/23/96
BDL
08/27/96
BDL
< 0.003
mg/l
0.003
CADMIUM, TOTAL
213.2
08/23/96
BDL
O8/24/96
LJP
< 0.001
mg/l
0.001
CHROMIUM, TOTAL
218.2
08/23/96
BDL
O8/27/96
BDL
< 0.005
mg/l
0.005
LEAD, TOTAL
239.2
08/23/96
BDL
08/26/96
BDL
< 0.003
mg/l
0.003
MERCURY, TOTAL
245.1
08/29/96
LJP
<0.0002
mg/1
0.0002
SELENIUM, TOTAL
270.2
08/23/96
BDL
08/27/96
BDL
< 0.003
mg/l
0.003
SILVER, TOTAL
272.2
08/23/96
BDL
08/28/96
BDL
< 0.001
mg/l
0.001
BARIUM, TOTAL
200.7
08/23/96
BDL
08/26/96
BDL
< 0.005
mg/l
0.005
LABORATORY
DIRECTOR
P.O. BOX 18029 ASHEVILLE NC 28814-0029
704-254-5169 FAX: [phone] I TOLL FREE : 800-344-5759

HYDROLOGIC, INC.
August 30, 1996
Hydrologic -Asheville, Inc
122 Lyman Street
Asheville, NC 28801
PROJECT NUMBER: FL9613434
DATE CCWLEIED: August 30, 1996
DATE RECEIVID: August 23, 1996
••• 6W 09)r511 O
Hydrologic -Asheville, Inc
122 Lyman Street
Asheville, NC 28801
McDowell Landfill-- 6 water sanples analyzed for 8260 APPENDIX I.
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 Beate Lynn at 1-800-728-2251. We appreciate your business
and look forward to serving you again soon.
Respectfully,
s
Walter Hogg
QA/QC Officer
1491 T IUGHTTPAIL FRANKFORT, KY40601
502.223-0251 FAX: 502-875-W16 / TOLL FREE 800-728.2251

HYDROLOGIC, INC.
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB I.D.#:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
• • i r• �a•
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613435
399
mw 1
8/22/96
N/A
8/28/96
METfiCID 8260A Appendix I
ANALYSIS
CAS NO.
SOL
RESULT
( ug/1)
( ug/1)
Acetone
67-64-1
100.0
BDL
Acrylonitrile
107-13-1
100.0
BDL
Benzene
71-43-2
5.0
BDL
Brorrochloromethane
74-97-5
5.0
BDL
Broma3ichloranethane
75-27-4
5.0
BDL
Bromoform
75-25-2
5.0
BDL
Carbon Disulfide
75-15-0
100.0
BDL
Carbon Tetrachloride
56-23-5
10.0
BDL
Chlorobenzene
108-90-7
5.0
BDL
Chloroethane
75-00-3
10.0
ROL
Chloroform
67-66-3
5.0
BDL
Dibromochloromethane
124-48-1
5.0
BDL
1,2-Dibram-3-chlorcprcpane
96-12-8
25.0
BDL
1,2-Dibromoethane
74-95-3
5.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
trans-1,4-Dichloro-2-butene
110-57-6
100.0
BDL
1,1-Dichloroethane
75-34-3
5.0
BDL
1,2-Dichlorcethane
107-06-2
5.0
BDL
1,1-Dichloroethylene
75-35-4
5.0
BDL
cis-1,2-Dichloroethylene
156-59-2
5.0
BDL
trans-1,2-Dichloroethylene
156-60-5
5.0
BDL
1,2-Dichlorcpropane
78-87-5
5.0
BDL
cis-1,3-Dichlorcpropene
10061-01-5
10.0
BDL
trans-1,3-Dichloropropene
10061-02-6
10.0
BDL
O 060

HYDROLOGIC, INC.
Page 2 continued
i- INOW. • •n •
LOW 4W `.=1lrim 0•
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613435
MW 1
8/22/96
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Ethylbenzene
100-41-4
5.0
BDL
2-Hexanone
591-78-6
50.0
BDL
Brarunethane
74-83-9
5.0
BDL
Chlomrnethane
74-87-3
5.0
BDL
2-Butanone
78-93-3
100.0
BDL
Iodomethane
74-88-4
10.0
BDL
4-Methyl-2-pentanone
108-10-1
100.0
BDL
Dibrcaceethane
74-95-3
10.0
BDL
Methylene chloride
7570972
10.0
BDL
Styrene
100-42-5
10.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
5.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
5.0
BDL
Tetrachloroethylene
127-18-4
5.0
BDL
Toluene
108-88-3
5.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
1,1,2-Trichloroethane
79-00-5
5.0
BDL
Trichloroethylene
79-01-6
5.0
BDL
Trichlorofluoronethane
75-69-4
5.0
BDL
1,2,3-Trichloropropane
96-18-4
15.0
BDL
Vinyl Acetate
108-05-4
50.0
BDL
Vinyl Chloride
75-01-4
10.0
BDL
Xylenes (Total)
1330-20-7
5.0
BDL
BDL = Below Sarrple Detection Limit
SDL = Sample Detection Limit
FRAMTORT KY40601

.•.•ur..0 •:� i•a a wr.�:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB I.D.#:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANAL=:
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613434
399
MW 2
8/22/96
N/A
8/28/96
METHOD 8260A Appendix I
ANALYSIS
CAS NO.
SOL
RESULT
( ug/1)
( 1-5/1)
Acetone
67-64-1
100.0
BDL
Acrylonitrile
107-13-1
100.0
BDL
Benzene
71-43-2
5.0
13.1
Brcmochloromethane
74-97-5
5.0
BDL
Bronx)3ichlorcmethane
75-27-4
5.0
BDL
Brcn-ofcrm
75-25-2
5.0
BDL
Carbon Disulfide
75-15-0
100.0
BDL
Carbon Tetrachloride
56-23-5
10.0
BDL
Chloxcbenzene
108-90-7
5.0
8.27
Chic)roethane
75-00-3
10.0
BDL
Chloroform
67-66-3
5.0
BDL
Dibnxnochloromethane
124-48-1
5.0
BDL
1,2-Dibrcmo-3-chloropropane
96-12-8
25.0
BDL
1,2-Dibromoethane
74-95-3
5.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
trans-1,4-Dichlorc-2-butene
110-57-6
100.0
BDL
1,1-Dichloroethane
75-34-3
5.0
14.9
1,2-Dichloroethane
107-06-2
5.0
BDL
1,.1-Dichloroethylene
75-35-4
5.0
BDL
cis-1,2-Dichloroethylene
156-59-2
5.0
96.0
trans-1,2-Dichloroethylene
156-60-5
5.0
BDL
1, 2 -Dichlomprcpane
78-87-5
5.0
BDL
cis-1,3-Dichloroprcpene
10061-01-5
10.0
BDL
trans-1,3-Dichloropropene
10061-02-6
10.0
BDL

HYDROLOGIC, INC.
Page 2 continued
CaMPANY NAME: Hydrologic -Asheville, Inc
CUIvIPANY PROJECT NUMBER: McDowell Landfill
HYDROLOGIC PROJECT NUMBER: FL9613434
HYDROLOGIC SAMPLE NUMBER: 9613434
SAMPLE IDENTIFICATION: MW 2
DATE SAMPLED: 8/22/96
MET M 8260A Appendix I
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Ethylbenzene
100-41-4
5.0
BDL
2-Hexanone
591-78-6
50.0
BDL
Bromomethane
74-83-9
5.0
BDL
Chloro ethane
74-87-3
5.0
BDL
2-Butanone
78-93-3
100.0
BDL
Iodomethane
74-88-4
10.0
BDL
4-Methyl-2-pentanone
108-10-1
100.0
BDL
Dibromomethane
74-95-3
10.0
BDL
Methylene Chloride
75-09-2
10.0
BDL
Styrene
100-42-5
10.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
5.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
5.0
BDL
Tetrachloroethylene
127-18-4
5.0
BDL
Toluene
108-88-3
5.0
23.3
1,1,1-Trichloroethane
71-55-6
5.0
BDL
1,1,2-Trichloroethane
79-00-5
5.0
BDL
Trichlorcethylene
79-01-6
5.0
BDL
Trichlorofluorumethane
75-69-4
5.0
BDL
1,2,3-Trichlorcpropane
96-18-4
15.0
BDL
Vinyl Acetate
108-05-4
50.0
BDL
Vinyl Chloride
75-01-4
10.0
8.13
Xylenes (Total.)
1330-20-7
5.0
27.8
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
ER&Uri -0UI
' ICI •�I Ia

HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB I.D.#:
SAMPLE IDENTIFICATION:
DATE SAN=:
DATE EXTRACTED:
DATE/TIME ANALYZED:
ANALYSIS
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613436
399
MW 4
8/22/96
N/A
8/28/96
CAS NO. SDL RESULT
( ug/1) ( ug/1)
Acetone
67-64-1
100.0
BDL
Acrylonitrile
107-13-1
100.0
BDL
Benzene
71-43-2
5.0
BDL
Bromochloromethane
74-97-5
5.0
BDL
Brmodichloromethane
75-27-4
5.0
BDL
Bxomoform
75-25-2
5.0
BDL
Carbon Disulfide
75-15-0
100.0
BDL
Carbon Tetrachloride
56-23-5
10.0
BDL
Chlorobenzene
108-90-7
5.0
BDL
Chloroethane
75-00-3
10.0
BDL
Chloroform
67-66-3
5.0
BDL
Dibromochloranethane
124-48-1
5.0
BDL
1,2-Dibromo-3-chlorcprcpane
96-12-8
25.0
BDL
1, 2 -Dibromoethane
74-95-3
5.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
trans-1,4-Dichloro-2-butene
110-57-6
100.0
BDL
1,1-Dichloroethane
75-34-3
5.0
BDL
1,2-Dichlorcethane
107-06-2
5.0
BDL
1,1-Dichloroethylene
75-35-4
5.0
BDL
cis-1,2-Dichloroethylene
156-59-2
5.0
BDL
trans-1,2-Dichloroethylene
156-60-5
5.0
BDL
1,2-Dichloropropane
78-87-5
5.0
BDL
cis-1,3-Dichloropropene
10061-01-5
10.0
BDL
trans-1,3-Dichloropropene
10061-02-6
10.0
BDL
1491 TWLGHTTPAL FRANKFOFn; KY40601
502-223-0251 FAX: [phone] / TOLL FREE 800-72&2251

HYDR®LOGIC, INC.
Page 2 continued
=ANY NAME: Hydrologic -Asheville, Inc
CUMPANY PROJECT N[m98ER: McDowell Landfill
HYDROL(GIC PROJECT NUMBER: FL9613434
HYDROLOGIC SAMPLE NUMBER: 9613436
SAMPLE IDENTIFICATION: MW 4
DATE SAMPLED: 8/22/96
NETSM
8260A Appendix I
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Ethylbenzene
100-41-4
5.0
BDL
2-Hexanone
591-78-6
50.0
BDL
Bromm)ethane
74-83-9
5.0
BDL
Chlo=nethane
74-87-3
5.0
BDL
2-Butanone
78-93-3
100.0
BDL
Iodonethane
74-88-4
10.0
BDL
4-Methyl-2-pentanone
108-10-1
100.0
BDL
DibramDmethane
74-95-3
10.0
BDL
_ Methylene Chloride
75-09-2
10.0
BDL
Styrene
100-42-5
10.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
5.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
5.0
BDL
Tetrachloroethylene
127-18-4
5.0
BDL
- Toluene
108-88-3
5.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
1,1,2-Trich-loroethane
79-00-5
5.0
BDL
Trichloroethylene
79-01-6
5.0
BDL
Trichl orofluoiromethane
_ _
75 69 4
5.0
BDL
1,2,3-Trichloropropane
96-18-4
15.0
BDL
Vinyl Acetate
108-05-4
50.0
BDL
Vinyl Chloride
75-01-4
10.0
BDL
Xylenes (Total)
1330-20-7
5.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
•ice
U is fir.. Or : :� • s�• : i

��oy a iur.0
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB I.D.#:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANAL=:
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613437
399
MW 3
8/22/96
N/A
8/28/96
I .1. : . 1 • • • • -• 1
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Acetone
67-64-1
100.0
BDL
Acrylonitrile
107-13-1
100.0
BDL
Benzene
71-43-2
5.0
BDL
Bromochloromethane
74-97-5
5.0
BDL
Brnniodichloromethane
75-27-4
5.0
BDL
Bromoform
75-25-2
5.0
BDL
Carbon Disulfide
75-15-0
100.0
BDL
Carbon Tetrachloride
56-23-5
10.0
BDL
Chlorobenzene
108-90-7
5.0
BDL
Chloroethane
75-00-3
10.0
BDL
Chloroform
67-66-3
5.0
BDL
Dibromochloromethane
124-48-1
5.0
BDL
1,2-Dibrotro-3-chlorcpropane
96-12-8
25.0
BDL
1,2-Dibronoethane
74-95-3
5.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
trans-1,4-Dichloro-2-butene
110-57-6
100.0
BDL
1,1-Dichloroethane
75-34-3
5.0
BDL
1,2-Dichloroethane
107-06-2
5.0
BDL
1,1-Dichloroethylene
75-35-4
5.0
BDL
cis-1,2-Dichloroethylene
156-59-2
5.0
BDL
trans-1,2-Dichlorcethylene
156-60-5
5.0
BDL
1,2-Dichloropropane
78-87-5
5.0
BDL
cis-1,3-Dichloropropene
10061-01-5
10.0
BDL
trans-1,3-Dichloropropene
10061-02-6
10.0
BDL
• � M
11 Y. �I

HYDROLOGIC, INC,
Page 2 continued
CC�TANY DWE: Hydrologic -Asheville, Inc
COMPANY PROJECT NUMBER: McDowell Landfill
HYDROLOGIC PROJECT Nu�2ER: FL9613434
HYDROLOGIC SAMPLE NUMBER: 9613437
SAMPLE IDENTIFICATION: MW 3
DATE SAMPLED: 8/22/96
METHOD 8260A Appmidix I
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Ethy7benzene
100-41-4
5.0
BDL
2-Hexanone
591-78-6
50.0
BDL
Bra-nomethane
74-83-9
5.0
BDL
Chloromethane
74-87-3
5.0
BDL
2-13utanone
78-93-3
100.0
BDL
Iodomethane
74-88-4
10.0
BDL
4-Methyl-2-pentanone
108-10-1
100.0
BDL
Dibromomethane
74-95-3
10.0
BDL
Methylene Chloride
75709-2
10.0
BDL
Styrene
100-42-5
10.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
5.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
5.0
BDL
Tetrachloroethylene
127-18-4
5.0
BEL
Toluene
108-88-3
5.0
BDL
1,1,1-Trichloroethane
71-55-6
5.0
BDL
1, 1, 2 -Trichloroethane
79-00-5
5.0
BDL
Trichloroethylene
79-01-6
5.0
BDL
Trichlorofluorcmethane
75-69-4
5.0
BDL
1,2,3-Trichlorcprcpane
96-18-4
15.0
BDL
Vinyl Acetate
108-05-4
50.0
BDL
Vinyl Chloride
75-01-4
10.0
BDL
Xylenes (Total)
1330-20-7
5.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
,NEWS-
.1 /6 Ni. V 4 .0 4 1 :8 0 1
V.

HYDROLOGICAC.
D'• •
SAMPLE•EC •
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANr• w••
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613438
399
TRIP BLANK
8/22/96
N/A
8/28/96
METHOD 8260A Appendix I
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Acetone
67-64-1
100.0
BDL
Acrylonitrile
107-13-1
100.0
BDL
Benzene
71-43-2
5.0
BDL
Bromochloromethane
74-97-5
5.0
BDL
Bromodichlornmethane
75-27-4
5.0
BDL
Bromoform
75-25-2
5.0
BDL
Carbon Disulfide
75-15-0
100.0
BDL
Carbon Tetrachloride
56723-.5
10.0
BDL
Chlorobenzene
108-90'-7
5.0
BDL
Chloroethane
75-00-3
10.0
BDL
Chloroform
67-66-3
5.0
BDL
Dibromcchloramthane
124-48-1
5.0
BDL
1,2-Dibromo-3-chlorcpropane
96-12-8
25.0
BDL
1,2-Dibromoethane
74-95-3
5.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
trans-1,4-Dichloro-2-butene
110-57-6
100.0
BDL
1,1-Dichloroethane
75-34-3
5.0
BDL
1;2-Dichloroethane
107-06-2
5.0
BDL
1,1-Dichloroethylene
75-35-4
5.0
BDL
cis-1,2-Dichloroethylene
156-59-2
5.0
BDL
trans-1,2-Dichloroethylene
156-60-5
5.0
BDL
1,2-Dichloropropane
78-87-5
5.0
BDL
cis-1,3-Dichloropropele
10061-01-5
10.0
BDL
trans-1,3-Dichloropropene
10061-02-6
10.0
BDL
1491 T IAUGHTTRAIL FRANKFORT, KY40601
502-228�1 FAX: [phone] / TOLL FREE 800.728Q251

HYDROLOGIC, INC.
Page 2 continued
GaviPANY Imo: Hydrologic -Asheville, Inc
CbMPANY PROJECT NUMBER: McDowell Landfill
HYDROLCGIC PROJECT NUMBER: FL9613434
HYDROLOGIC SAMPLE NUMBER: 9613438
SAMPLE IDENTIFICATION: TRIP BLANK
DATE SAMPLED: 8/22/96
MEiiiCID
8260A Appendix I
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Ethy7benzene
100-41-4
5.0
BDL
2-Hexanone
591-78-6
50.0
BDL
Bromomethane
74-83-9
5.0
BDL
Chloromethane
74-87-3
5.0
BDL
2-Butanone
78-93-3
100.0
BDL
Ia%rrethane
74-88-4
10.0
BDL
-• 4-Methyl-2-pentanone
108-10-1
100.0
BDL
Dibrcmomethane
74-95-3
10.0
BDL
Methylene Chloride
7570972
10.0
BDL
Styrene
100-42-5
10.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
5.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
5.0
BDL
Tetrachloroethylene
127-18-4
5.0
BDL
Toluene
108-88-3
5.0
BDL
1, 1, 1-Trichlcroethane
71-55-6
5.0
BDL
1,1,2-Trichloroethane
79-00-5
5.0
BDL
Trichloroethylene
79-01-6
5.0
BDL
Trichlorofluoromethane
75-69-4
5.0
BDL
1,2,3-Trichloroprcpane
96-18-4
15.0
BDL
Vinyl Acetate
108-05-4
50.0
BDL
Vinyl Chloride
75-01-4
10.0
BDL
Xylenes (Total)
1330-20-7
5.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
• iay.s
1491 TVIAUGHTTRAIL FRANKFORT, KY4ow
502-2234M51 FAX [phone] / TOLL FREE 80J-728-2251

HYDROLOGIC, INC.
HYDROLOGIC PROJECT NUMBER
HYDROLOGIC
SAMPLE•• C •
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANr• =
Hydrologic -Asheville, Inc
McDowell Landfill
FL9613434
9613439
399
EQ BLANK
8/22/96
N/A
8/28/96
METHOD 8260A Appendix I
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Acetone
67-64-1
100.0
BDL
Acrylonitrile
107-13-1
100.0
BDL
Benzene
71-43-2
5.0
BDL
Bromochloromethane
74-97-5
5.0
BDL
Bromodichlorcmethane
75-27-4
5.0
BDL
Brawform
75-25-2
5.0
BDL
Carbon Disulfide
75-15-0
100.0
BDL
Carbon Tetrachloride
56-23-.5
10.0
BDL
Chlorobenzene
108-90'-7
5.0
BDL
Chloroethane
75-00-3
10.0
BDL
Chloroform
67-66-3
5.0
BDL
Dibranochloromethane
124-48-1
5.0
BDL
1,2-Dibrcmo-3-chlorvprcpane
96-12-8
25.0
BDL
1,2-Dibronoethane
74-95-3
5.0
BDL
1,2-Dichlorobenzene
95-50-1
5.0
BDL
1,4-Dichlorobenzene
106-46-7
5.0
BDL
trans-1,4-Dichloro-2-butene
110-57-6
100.0
BDL
1,1-Dichloroethane
75-34-3
5.0
BDL
1,2-Dichloroethane
107-06-2
5.0
BDL
1,1-Dichloroethylene
75-35-4
5.0
BDL
cis-1,2-Dichloroethylene
156-59-2
5.0
BDL
trans-1,2-Dichloroethylene
156-60-5
5.0
BDL
1,2-Dichlorcprcpane
78-87-5
5.0
BDL
cis-1,3-Dichloroprcpene
10061-01-5
10.0
BDL
trans-1,3-Dichloroprcpene
10061-02-6
10.0
BDL

HYDROLOGIC, NC.
Page 2 continued
CCMPANY NAME: Hydrologic -Asheville, Inc
CUVTANY PROJECT NUMBER: McDowell Landfill
HYDROLLGIC PROJECT NUMBER: EL9613434
HYDROLjOGIC SAMPLE NUNS: 9613439
SAMPLE IDENTIFICATION: EQ BLANK
DATE SAMPLED: 8/22/96
ANALYSIS
CAS NO.
SUL
RESULT
( ug/1)
( ug/1)
Ethylbenzene.
100-41-4
5.0
BDL
2-Hexanone
591-78-6
50.0
BDL
Bromaxnethane
74-83-9
5.0
BDL
Chloxcrrethane
74-87-3
5.0
BDL
2-Butanone
78-93-3
100.0
BDL
Iodomethane
74-88-4
10.0
BDL
4-Methyl-2-pentanone
108-10-1
100.0
BDL
Dibromamethane
74-95-3
10.0
BDL
Methylene Chloride
75-09-2
10.0
BDL
Styrene
100-42'-5
10.0
BDL
1,1,1,2-Tetrachloroethane
630-20-6
5.0
BDL
1,1,2,2-Tetrachloroethane
79-34-5
5.0
BDL
Tetrachlorcethylene
127-18-4
5.0
BDL
Toluene
108-88-3
5.0
BDL
i,i,l-Trichloroethane
71-55-6
5.0
BDL
1, 1, 2-Trichloroethane
79-00-5
5.0
BDL
Trichloroethylene
79-01-6
5.0
BDL
Trichlorofluoromethane
75-69-4
5.0
BDL
1,2,3-Trichloropropane
96-18-4
15.0
BDL
Vinyl Acetate
108-05-4
50.0
BDL
Vinyl Chloride
75-01-4
10.0
BDL
Xylenes (Total)
1330-20-7
5.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
r •- I1:•
v is �o. rr : :� • :rr i

Chain of Custody Record
HYDROLOGIC. INC.
�fuge UJ —
Ai�y7� 122 Lyman Street
eville, NC 28901
0 410 Nmv Salem Highway #106
Murf eesbom, TN 37129
01491 Twilight Trail
0 2003 North Pine Street 0 263 Bmnchview Drive SE
02500 Gateway Centre
4875 Riverside Drive 0 2082 Trade Or Way #103
[phone]
[phone]
Frankfort, KY 40601
[phone]
Lumberton, NC 28358 Concord, NC 28025
[phone] [phone]
Morrisville, NC 27360
[phone]
Macon, GA 31210 Naples, FL 33942
FAX [phone]
FAX [phone]
FAX [phone]
FAX [phone] FAX [phone]
FAX [phone]
[phone] [phone]
FAX [phone] FAX [phone]
ClienO e
y`r
Project No.:
REQUESTED
PARAMETER.'
Report Address:
Invoice Address:
`
LAB CODE I.D.
A = Asheville, NC
- `
C = Concord, NC
Attn:
pun:
" '
,�`� r
t��'"
D = Denver, CO
G = Macon,GA
K = Frankfort, KY
L = Lumberton, NC
Phone No.:
Sampled By:
Fax No.:
P.O. No:
M= Morrisville, NC
TURNAROUND TIME
N = Na s, FL
O 24 Hours Cl 48 Hours Dale Needed:
Su ontracted
8'
M IeeSbOfO, TN
❑ 5 Days ❑ 10 Days O Other
-
REMARKS
Sample ID
Dated/
Time
Coabf
Matrix
Preserv.
Containers
-9'%•'9
:%tip;"
/7
✓G��
/�': �.�./.
Y
J
l�
i�
i UJ t7t
�2.
i0.'z
2
2
,Tem v
ra La P h ec RCA Tempe V
COMMENTS:
Z:G
Relingmshed B' :..�,��
'= pate, -/ -) .Time, Received By:, / `..t
r 0 J C) S (/ l 4 r
�./?•ai'r
Date
�/.
Time
me State Samples Collected:
_
Relict utsh
q � y'
"'/i�"/'•.
e T e Receive �
,'%Y� /i.f
"Usa:Oaly:
r
i
.
Relinquished By:
ate Time
Receive y
Date ,
Time
Relinquished By:
Dare Time Received Rv:
Date
Time

Ch����yyyyain of Custody Record
HYDROLOGIC,
INC.
Wl-- " Page of
122 Lyman Street 0 410 New Salem Highway a106 0 1491 Twilight Trail ❑ 2003 North Pine Street ❑ 263 Branchview Drive SE ❑ 2500 Gateway Centre Q 4875 Riverside Drive 2082 Trade Ctr Way N103
Asheville, NC 28801 Murfreesboro, TN 37129 Frankfort, KY 40601 Lumberton, NC 28358 Concord, NC 29025 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. G ✓a
Project No.:
REQUESTED PARAMETERS
Report Address �A �%
/``
Invoice Address: ,(
U
_ LAB CODE I.D.
A = Asheville, NC
' C = Concord, NC
tit D = Denver, CO
T G = Macon,GA
�` K = Frankfort, KY
L = Lumberton, NC
M= Morrisville, NC
N = Naples, FL
- S = Subcontracted
T = Murfreesboro, TN
Arm.
Attn:
Phone No.:
Sampled By: r
J
Fax No.:
P.O. No:
TURNAROUNDTIME
0 24 Hours O 48 Hours Date Needed:
5 Days O 10 Days O Other
Sample ID
Dal
Time
Grab COM
Matrix
Prese".
Contairters
11m�j
REMARKS
li✓
g �2
i
uJ
x
X
ry
z
/V W 3
LR -1a
W (%
G'
3
v
r�
v
yas
IS ,$
RI"
Lot U"se Ody7"` € ,¢ 9
��j#.'t
l SeIY S
Custody 9eal�'�YQ�
,
5K 5
�N/A
3
y,
)�
}
tmm
?
.at
?
J
r,
izArt
i
)G 62
i,
J 4
ro
k ?
{
b T�No m
La p
COMMENTS:
Relinquish d
�a(q -t�/ .T
(J
Received By: /f
State Samples Collected:
/I:fa/ (•
Relin wish
9 y
Relinquish y:
Date Time
Date Time
Date Time
Received B Y
Received By:
Received B Y
ate Time
Date Time
se
Onl z 14' ' i k
�y •,y-,t e;
3
Relinquish
uish
9 1
Date Time

MONITORING WELL FIELD REPORT WO_RKSHEET
FOR
HYDROLOGIC, INC. ASHEVILLE
FACILITY NAhU 2�%n
COUNTY / // C�/ .
ADDRESS
WELL LOCATION
WELL ID # Zz
WELL DEPTH _ 3 eJ �T- W DlAMETER �Z i J
SAMPLE (SCREENED) INTERVAL FT
TO FT
MEASURING POINT _ I. ABOVE LAND SURFACE
FIELD RESULTS
DEPTH TO WATER LEVEL _ % / FT BELOW ME
(BEFORE SAMPLING) ASURING POINT
GALLONS IN WELL (FROM WELL GRAPH)
GALLONS BAILED (GALLONS IN WELL x 4)
pH -< 73 TEMP
SAMPLERS SIGNATURE
Y"',
pF.orw -ia WATT
L£VEL .�
,NITER L[YEt-
. r
SCQ£gNGO

MONPTORITIG WELL FIELD REPORT WORKSBEET
FOR
HYDROLOGIC, INC. ASHEVILLE
FACILITY NAME��� c noz,(re.0 O COiJIVTY //% Cam_/
ADDRESS
WELL LOCATION
WELL ID
WELL DEPTH n ' e�
WELL DIAMETER
SAMPLE (SCREENED) INTERVAL FT. TO
FT.
MEASURING POINT 2 Fr. ABOVE LAND SURFACE
FIELD RESULTS
DEPTH TO WATER LEVEL _ 3 3 (BEFORE SAMPLINFT. BELOW ME
G) ASURING POINT
GALLONS IN WELL `/ (FROM WELL GRAPH)
GALLONS BAILED — (p b (GALLONS IN WELL x 4)
PH d S TEMP /G, D DATE %) ' / 6/ IBM
DEPTu 'TO WAT6R
LCVEL
. F/A'T6 R LLVEI.—
NQa-kf Np+k�.
_ c+
5CRtgNco

MONITORING WELL FIELD REPORT WORKSHEET
FOR
HYDROLOGIC, INC. ASHEVILLE
FACILITY NAME �e4(L{J
C^� - COUNTY
ADDRESS
WELL LOCATION
WELL ID #
WELL DEPTH 3 %
SAMPLE (SCREENED) INTERVAL
MEASURING POINT
FIELD RESULTS .
WELL DIAMETER
TO
ABOVE LAND SURFACE
DEPTH TO WATER LEVEL FT BELOW ME
(BEFORE SAMPLING) MEASURING POINT
GALLONS IN WELL 3 -�
(FROM WELL GRAPH)
GALLONS BAILED./ O (GALLONS IN WELL z 4)
PH TEMP Z, . DATE Tum -e�-711
SAMPLERS SIGNATURE
Gd�� • � D
pEaru 7b WATER
LEVZL ---4.
, WAT6R LIVAC
r�aics kfki
s
SC:R£gNio� `
SN'rfQJA�

MONITORING WELL FIELD REPORT WORKSREET
"i FOR
HYDROLOGIC, INC. ASHEVILLE
FACILITY NAME &KC COUNTY
_ 7
ADDRESS
WELL LOCATION 1 N
WELL ID # '22� /,0 3
WELL DEPTH 5 © / WELL DIAMETER 2 1
SAMPLE (SCREENED) INTERVAL Fr.
MEASURING POINT Z
�' COVE LAND SURFACE
FIELD RESULTS
DEPTH TO WATER LEVEL 3 lr5 r / F I BELOW
(BEFORE SAMPLING) MEASURING POINT
GALLONS IN WELL / (FROM WELL GRAPH)
GALLONS BAILED 5 t %
(GALLONS IN WELL x 4)
PH -Z ✓& TEMP %> DATE B ' 6
-�� TIME
SAMPLERS SIGNA ,
CMPTO -IWATeIR.EWATF R

From:
"PJ Prete"<[e-mail]>
Organization:
SOLID WASTE MGMT.
To:
"Mark Poindexter"<[e-mail]>
Date sent:
Wed, 25 Sep 1996 12:19:37 +1100
Subject:
Re: McDowell Co. Field Trip
Send reply to:
[e-mail]
Copies to:
[e-mail],
"Dexter Matthews"<[e-mail]>
Priority:
normal
From: "Mark Poindexter"<[e-mail]>
Organization: SOLID WASTE MGMT.
To: N1NW328@NRONA01
Date: Wed, 25 Sep 1996 09:67:19 +1100
Subject: McDowell Co. Field Trip
Priority: normal
Summary of recent events: contaminants have been detected and
confirmed in 1 monitoring well at the Co. landfill site. The
monitoring well is located in a corner of the Co.'s property that
joins the Board of Education/School Bus Garage parking lot and an
NCDOT facility. The contaminants are BTEXs and solvents. Paints,
asphalts, fuels and solvents were used on the NCDOT property in this
area and buses have been parked in this area for years. Staining
from several products are evident on the surface soils. Al Hetzell
and myself have been working w/ the Co. and NCDOT to further the
investigation in order to determine a source. Yesterday we met w/
reps from both NCDOT and the Co. and descibed the situation. NCDOT
proposed to put in 4 MWs (2 on their property, 1 on the BOE property
and 1 on the Co.'s property) and we all agreed on the proposed
locations. These 4 wells will help us determine GW flow direction
and contaminant source. I'll keep you posted. FYI, kudos to Mr.
Hetzell for keeping this thing going over the past 12 months.
Mark -
Thanks for the update, and thanks to you AND All for the good work and
leadership in moving this case along. Look forward to hearing of
further progress. -Phil
hc: Julian
Philip J. Prete
NC Division of Waste Management

NC DEPARTMENT OF ENVIRONMENT HEALTH AND NATURAL RESOURCES
I
Division of Solid Waste Management
Solid Waste Section
SOLID WASTE KAKAGENENT FACILITY EVALUATION REPORT
Type of Facjtity_�,— 4. J f z.Csr Permit # County_ -r—A
Name of Facility ­,,1/,`,- fy��,aI4 o,4 1, 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 13H Section
A. Specific Violation(s) by number and Letter.
III- Other Violations of Rule or Law
IV. Evaluator's Comments 4-Z
V. Continuation Page Required? —Yes No Receiving Signature
Evaluation Date Solid Waste Section DEHNR 3793 (Part I White: Facility Part 11 Canary: Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94)