NCD980840409_20040811_Charles Macon Lagoon Drum_FRBCERCLA RA_Semi-Annual and Quarterly Progress and O & M Report May - July 2004-OCR

ENVIRONMENTAL CONSULTANT:
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PROGRESS AND O&M REPORT OF
SEMI-ANNUAL AND QUARTERLY ACTIVITIES
MAY 1, 2004 THROUGH JULY 31, 2004
MACON/DOCKERY SITE
CORDOVA, NORTH CAROLINA
Prepared for:
United States Environmental Protection Agency, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Prepared by:
APPLIED EARTH SCIENCES, INC.
434 Copperfield Boulevard, N.E. Suite B
Concord, North Carolina 28025
August 11, 2004
AES Project No.: 190-0000/-0:Z
Thomas W. Wilner, P.G.
Senior Geologist
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August 11, 2004
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency, Region IV
61 Forsyth Street, S. W.
Atlanta, Georgia 30303-3104
Re: Progress and O&M Report of Semi-Annual and Quarterly Activities -May 1, 2004
through July 31, 2004
Macon/Dockery Site -Cordova, North Carolina
AES Project No.: 190-00001-02
Dear Ms. Bennett:
On behalf of the Macon/Docke1y Site Group (MDSG), the Progress and O&M Report
of Semi-Annual and Quarterly Activities for May 1, 2 '4 through July 31, 2004 is herewith
submitted in accordance with SECTION XV -P OG ESS REPORTS of the Unilateral
Administrative Order (effective date -June ) for the Macon/Dockery Site.
Additionally, the report includes the provisio he recommendations section of
the United States Environmental Protect' ncy ( EPA) -Region IV Five Year
Review Report dated September 2000. · hi ort describes activities, which occurred
during the period May 1, 2004 throu u , as part of the Remedial Action phase of
this project. Specifically, this repo descriB s t e operational status of the groundwater
remediation systems and thclt · th quarterly system effluent, sampling event
conducted for the period.
PROJECT TASKS INITIA . ,Q COMPLETED THROUGH JULY 31 2004:
•
•
•
■
■
Weekly operation and maintenance of the systems;
Quarterly effluent sampling of the remediation systems;
Semi-Annual sampling of groundwater remediation system influent and groundwater;
Installation of new submersible pump systems for Upper Macon Source and Upper
Dockery groundwater remediation systems; and,
Replacement of faulty magnatrol level indicators with float switch level indicators for
the Upper/Lower Macon remediation system.
RES UL TS OF SAMPLING AND TESTING AND OTHER DA TA RECEIVED:
Laboratory results for the quarterly effluent sampling of the remediation systems are
included in Appendix A. Tables I through 4 summarize the effluent analytical results for
the four groundwater remediation systems.
The Lower Dockery groundwater remediation system was not sampled during this
quarter due to the system being suspended on March 19, 2004.
434 Copperfield Blvd. N.E., Suite B • Concord, North Carolina 28025 • Tel: [phone] • Fax: [phone]
www. ri nnl i r~rlP.cirl h .rom
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Ms. Giezelle Bennett
August 11, 2004
Page No. 2
The Upper/Lower Macon groundwater remediation systems were not sampled during this quarter due to the Upper Macon system being inoperative. Influent and effluent samples will be collected, analyzed, and submitted in an addendum pending the restart of the Upper Macon groundwater remediation system.
The effluent concentrations for the collected groundwater samples from the Upper Macon Source and Upper Dockery groundwater remediation systems during this quarter were below their respective Remediation Performance Standards.
The following table summarizes the remedial systems performance for the period May 1, 2004 through July 31, 2004:
Remediation Total Gallons Average Flow Mass voe Total voe Percent System Removed For Rate For Removal For Removal Since Operational Location Period Period Period Start-Up For Period
Upper/Lower 1,804,681 · 13.62 GPM, NS· 9.80 pounds . :?}1%/96% Macon Gallons
Lower 0 Gallons, 0GPM · 0 ounds , 12.98 pounds , 0% Dockery
Upper 565,341.9 ·
Dockery Gallons
25.95 pounds . .,,.9oo/a 10 I
Upper Macon 1,039,826 · 1.86 pounds • 47.06_pounds,
Source Area Gallons
GPM -Gallons per minute VOC -Volatile Organic Compounds NS -Not sampled due to system be g inop
TASKS PLANNED FOR PERIOD AUGUST 1, 2004 THROUGH OCTOBER 31, 2004:
• Weekly O&M of systems; and,
• Quarterly sampling of groundwater remediation system effluent in October 2004.
OPERATIONAL DIFFICULTIES AND DELAYS:
• May 6, 2004 -May 10, 2004 -The Upper/Lower Macon system was down due to a tripped air stripper blower motor. The motor was reset and the system was restarted on May I 0, 2004.
• May 6, 2004 -May I 0, 2004 -The Upper Macon Source system was down due to a tripped air stripper blower motor. The motor was reset and the system was restarted on May I 0, 2004.
• May 24, 2004-June 2, 2004-The Upper Dockery system was down due to a tripped air stripper blower motor. The motor was reset and the system was restarted on June 2, 2004.
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Ms. Giczellc Bennett
August 11, 2004
Page No. 3
• June 7, 2004 -July 3 I, 2004 -The Upper Macon system recirculation pump seized
causing the motor to trip its breaker. The pump was removed for repair and the system
will be restarted pending reinstal!ation.
The MDSG appreciates the USEPA's cooperation with this project. If you have any
questions or comments, please feel free to contact us at [phone].
Sincerely, ·
APPLIED EARTH SCIENCES, INC
James S. Gamertsfelder
Project Geologist Thomas W. Wilner, P.G.
Senior Geologist
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs AL i
D,eid M,aisoo, NC S,pccforul See<ioa
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TABLES
Table 1 -Upper Dockery Influent and Effluent Analytical Results Table 2 -Lower Dockery Influent and Effluent Analytical Results Table 3 -Upper Macon Source Area Influent and Effluent Analytical Results Table 4 -Upper/Lower Macon System Influent and Effluent Analytical Results Table 5 -Groundwater Quality Summary
Table 6 -Air Quality Summary
Table 7 -Groundwater Level Data
Table 8-Summary ofVOC Mass Removal Estimates
;;a
NA -Not Analyzed
ugn.. -micrograms per liter
OUP • Duplicate
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UD Influent 2/1)/1996
2,113;1996
211411996
2/14l19't6
!/!4/1996
2/14/)996
2/1511996
2115/1996
2/!6'1996
2/17/1996
2117/1996
2/2211996
2i221l996
2/2811996
2128119%
318119%
413/1996
413/1996
513/1996
615/1996
7!1/1996
811/!996
1117/1996
1117/1996
2/5/1997
S/1411997
81711997
l 1/IJ/1997
2/5il998
51711998
71'.l/!998
817/!998
11/411998
2i1 Ill 999
S/1211999
8/5/1999
11/3/1999
51912000
813/2000
1/18/2001
7/l li200l
1116/2002
7131/2002
l/28/2003
7/1012003
1113/:::004
612812004
Remediation Performance S1;,ndard
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TABLE 1
Effluent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Page 1 of 3
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711/1996
8/1/1996
914/]996
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1215/1996
116/1997
215/1997
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915/1997
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== TABLE 1
Effluent Analytical Rosu Its
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Page 2 of 3
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<5.0
<5.0
7.2
<5.0
<5.0
<5.0
5.2
<S.O
18.6
<5.0
<5.0
-:;S.O
<15
5 2
<5.0
<5.0
<5.0
<S.O
<5.0
< 10
63
'° <5.0
23
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.0
,:;5_0
<5.0
50
-
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
24.8
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
5000
<3.0 <5.0
<3.0 <5.0
<.\.O <5.0
.,3 0 8
<3.0 <5.0
<3.0 <S.0
<3.0 <5.0
<3,0 <;5,0
<3.0 <S.O
<.l.0 <;.o
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <S.O
<3.0 <5.0
<3.0 <5.0
<3.0 ... 5 0
<3.0 <5.0
<3.0 <5.0
<3.0 <S.0
<3.0 .-:; 0
<3.0 ..:s.o
<3.0 <5.0
<3.0 <S.O
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
-:3.0 <5.0
<3.0 <5.0
<3.0 -:;5_0
<3.0 12
<3.0 <S.O
<3.0 <5.0
<3.0 <S.O
<3.0 <5.0
<3.0 <5.0
<3,0 <5.0
<J.O <5.0
<3.0 <5.0
5.2 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <S.O
15
liiiil
-- ----
UD Effluent 121311999 <1.0 <1.0
.1/9.12000 <1.0 2.l
417/2000 <l.0 <l.O
S/912000 <1.0 <l.O
61912000 <!.O <LO
717/2000 <1.0 <l.0
&/312000 <1.0 <1.0
912512000 <LO <1.0
10/12/2000 <1.0 <1.0
1/18/2001 <1.0 <l.O
5131200! <1.0 <1.0
7/1 !/2001 <1.0 <1.0
!0118/2001 <1.0 <1.0
1/1612002 <1.0 <1.0
7/3112002 <LO <1.0
1013012002 <l.O <1.0
l/28/2003
3/l 412003
413/2003 <1.0 <1.0
7/10'2003 <1.0 <LO
l0/30/2003 <l.O <1.0
l/13'2004 <1.0 <1.0
415/2004 <1.0 <1.0
61281200<! • <!.0-<1.0 •
Remediation P,.,rformancc Standard 3500
t!!!!!
<LO <J.0
<!.O <LO
<1.0 <el.0
<1,0 <l.O
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<l.0 <1.0
<LO <1.0
<1.0 <:1.0
<l.0 <!.O
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <:J.0
<LO <LO
<l.O <1.0
<\.O <1.0
<LO <1.0
<2.0 <1.0
<2.0 <1.0
<2.0• <1.0·
70
l!!!!!I TABF
Effluent Analytical Results
Upper Dockery
Macon!Dockery Site
Richmond County, North Carolina
Page 3 of 3
<1.0 <1.0 <1.0 <3.0
<l.O <1.0 <1.0 <3.0
<1.0 <LO <1.0 <3.0
<1.0 <l.0 <LO <3.0
<IQ <1.0 <!.O <3.0
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <1.0 <].0
<LO <1.0 <:\.O <J.O
<1.0 <1.0 <1.0 <].0
<1.0 <l.O <l.O <3,0
<1.0 <l.0 <1.0 <tO
<1.0 <].0 <l.O <3.0
<J.O <1.0 <l.O <3.0
<1.0 <1.0 <!.O <3.0
,1.0 <LO <\.O <3.0
<:1.0 <1.0 <1.0 <3.0
NOT SAMPLED
NOT SAMPLE!)
<1.0 <1.0 <1.0 <3.0
<1.0 <1.0 <LO <3.0
<LO <1.0 <1.0 <3.0
<LO <1.0 <1.0 <2.0
<LO <l.O <\.O <2.0
<LO" <1.0' <LO, <2.0·
200 2.6 lOOO 400
iiiiil iiiil fiiil -
{e,{;
<10 I] " <5.0 <W <3.0 <5.0
<10 " 74 9.3 <20 <3.0 <5.0
<10 <10 160 8.0 <20 <3.0 <5.0
<10 " 69 -:5.0 <20 <3.0 <5.0
<IO <:!O 79 <5.0 <20 <J.O <5.0
<10 <IO 95 10 <20 <3.0 <S.O
<10 <10 78 <5.0 <20 <].0 <5.0
<10 <IO " <5.0 <20 <3.0 <5.0
< 10 <10 " <5 0 <20 <3.0 <S.O
<IO <10 100 6.3 <20 <].0 <5.0
<10 " 80 5.7 <20 <3.0 -:S.O
<10 27 79 43.0 27 <3.0 8.0
<10 14 74 5.4 <20 <3.0 <S.O
<10 18 1]0 120 ]5 5 <S.O
<10 <10 55 '6 <20 <3.0 -:s.o
<10 <IO 99 7.3 <20 <3.0 <S.O
SYSTEM DOWN
SYSTEM DOWN
<IO <IQ 8] 5.1 <20 <3.0 <S.O
<10 <IO 96 19 <20 <3.0 <5.0
<JO <10 55 <S.O <20 <3.0 <:5.0
<25 II 71 15 24 <3.0 !4.0
<25 12 68 <5.0 <20 <3.0 <:5,0
<25 .. <!O· 54. <5.0 ' <20' <3.0. <S.o~
3S00 50 l000 ,o 5000 15
--~--~NA-NotAnalyzed-----------------------------------------------------------------------------------------
ugfl -micrograms per titer
DUP -Duplicate
-- -- ---
I.fl lnnuent 2/13.11996 I.I 80 ))
2/14/1996 l.J I JOE 4]
2/1411996 <l.O ,0 I]
211411996 1.6 94E 19
2114/1996 <l.O 64 16
2115/1996 1.2 82 " 2/16/1996 ].] 95 15
212211996 2.5 5.8 100
212811996 1.2 93E ]]
212811996 <1.0 92 35
318/1996 2 110 47
413/1996 <1.0 79 16
5/31!996 <:1.0 71 JO
0/5!1996 <1.0 67 32
8/)/19% <2.0 81 27
I 1!711996 <2.0 69 28
3/12/1997 <5.0 66 21
5/1411997 <:].0 62 25
817/1997 <l.O 47 15
11/131!997 <1.0 ]] I)
2/5/1998 <l.O 34 7.4
517/1998 <:1.0 32 8.2
8/7/l9<ll! <1.0 39 7.6
I l/411998 <1.0 ]4 7.J
*2/l l/QQ <1.0 22 4.6
5112/1<)9<) <LO 29 5.0
8/511999 <LO 22 l.6
l 112/1999 <1,0 " 2.6
S/9/2000 <1.0 20 2.9
8/3/2000 <!.O 21 2.5
1/1812001
7/1 li2001
9/2],"2001 <1.0 <1.0 <1.0
1/16/2002
713112002
1/28/2003
3/1412003 <1.0 18 4.5
7/!0'2003 <1.0 8.9 <1.0
1/1312004 <l.O 6.5 <1.0
612812004
Rrmediation l'erformanc= Standard 3500
--
<1.0
<1.0
<1.0
1.8
2.2
Li
2.6
<1.0
<1.0
<1.0
<!.O
<1.0
17
I.I
<4.0
<2.0
<5_0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<!.O
<1.0
<!.O
<1.0
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<2.0
70
TABLE 2
Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Page1of3
<2 0 40 64 <2.0 17
<2.0 ]7 8.6 <2.0 8.J
<2.0 ]j <5.0 <2.0 <2.0
1.7 39 9 <2.0 8.J
2.5 18 6.6 <2.0 6.5
-<2.0 29 8.4 <2.0 5.J
<2.0 JI 8.7 <2.0 4.l
<2.0 " 5.2 1.8 IJ
<2.0 JO 7.4 <2.0 l.J
<2.0 JO 6.4 <2.0 <2.0
<2.0 ]4 6.7 <2.0 <2.0
<2.0 18 6.6 <:2.0 <2 0
<:2.0 40 5.4 <:2.0 <:2.0
2 42 5.2 <2.0 2.5
<2.0 " 5.9 <2.0 <2.0
<4,0 )8 5.8 <2.0 <2.0
< JO 2' <5.0 <5.0 <5.0
-.:2.0 23 6.2 <1.0 <1.0
<2.0 18 4.1 <1.0 <LO
<2.0 12 3.5 <1.0 <1.0
<2.0 14 2.5 <1.0 <LO
<2.0 ]J 3.6 <1.0 <1.0
<2.0 I] 2.6 <1.0 <1.0
<2.0 9.-1 ,., <1.0 <1.0
<2.0 68 1.8 <1.0 <1.0
<2.0 II 2.0 <1.0 <1.0
<2.0 10 l.J <1.0 <J.O
<2.0 4.4 1.0 ·'1.0 <1.0
<2.0 7.4 .;.J.O -:1.0 <1.0
<2.0 12 <1.0 <1.0 <1.0
System [>own Not
System Down Nm
<2.0 <1.0 <LO <1.0 <1.0
System Down Not
System Down Nm
System Dowo Not
<C2.0 5.1 I.I <1.0 <1.0
<1.0 <1.0 <1.0 <!.O
<5.0 <1.0 <1.0 <1.0 <1.0
Remediation System Suspc:nded. Sam
200 2.8 1000
•Lowa Duckay GromMlw&lo Ranali&lioa Sy<!<m su<p<nd<>l (lQ }J]?J04. Samples IIDI coU~al or analy-n.d.
~
NA----=-Not Analyzed
ugll • micrograms per liter
□UP· Duplicate
!!!!!I! II!! == &ii iiii aiil liiiii iiiil
r'li.•,7.J
<3.0 <10 <,O 260 270 <0.30 <5.0
<3.0 <IO <,0 250 120 <'.Q.30 <S.D
<3.0 <10 <50 <S.0 .,20 <0.30 <5.0
<3.0 <10 <50 240 110 <O .. lO <5,0
<3.0 <10 <50 <5.0 <20 <O .. •O <5.0
<J.O <IO <50 200 " <O.JO <S.O
<3.0 <IO <50 190 81 <0.30 <5.0
].4 14 <50 240 240 <O .. ,o <5.0
<3.0 <IO <50 120 77 <OJO
<3.0 <IO <50 <5.0 <20 <0J0 <5.0
<3.0 <IO <50 95 JO <O.JO <5.0
<3.0 <IO <50 160 ]9 <0.30 <5.0
<3.0 <JO 16 63 200 0.91 <5.0
<3.0 <JO <SO 210 " <0.30 <S.0
<6.0 <10 -<SO 110 <20 <0.30
<6.0 <JO <SO 210 <20 <O.JO <S.0
<15 <JO <SO 76 <20 <0.30 <5.0
<3.0 <JO <50 150 <20 <0.30 <5.0
<3.0 <JO <50 130 <20 <0.30 <S.O
<.1.0 <JO <50 200 <20 <] <5.0
<3.0 <10 <SO )40 <20 <0.30 71
<3.0 <10 <50 240 <20 <0.30 <5.0
<3.0 <10 <SO 210 <20 <0.30 <5.0
<3.0 <JO <50 270 <20 <0.30 37
<3.0 <JO <SO 260 <20 <0.30 <5.0
<3.0 <JO <50 190 <20 160 "S.O
<3.0 <10 <SO 61 <20 <0.30 <5.0
<3.0 <JO <50 140 <::20 <O.JO <5.0
<3.0 <10 <50 70 <20 <0.30 <5.0
<J.O <JO <SO 180 <20 <0.30 <5.0
Sampled
Samp!c:d
<3.0 <JO <SO <5 <20 <"0.30 <5.0
Sampled
Sampled
Sampled
<2.0 <JO <SO 200 <20 <"OJO <5.0
<3.0 -s10 <SO 170 <20 <0.30 <5.0
<2.0 <IO <SO 76 <20 <0.30 Ll
ks Not Collected
400 50 1000 50 5000
-- --
LU Effiuent
-
2115!IQ96
2116/1996
2122/1996
2128119%
318/1996
413/19%
5/}1!996
811/1996
91411996
I0l!il996
1 l.'7/1996
1215/1996
]16/1997
3/1211997
418/1997
511411997
6/611997
"/f2l1997
81711997
915!1997
1012/1997
] ]/1]!1997
1215/1997
1/91!998
215/1998
]/511998
4/],1]998
Sn/1998
61511998
7/911998
81711998
Q/10/1998
10/2/1998
! 1/4/IQQS
12/1/1998
!/11/1999
2/11/1999
315/1 g99
418/1999
Remediation r~fonnance S1andard
-
<JO
<1.0
<1.0
<1.0
<LO
<LO
<l.0
<1.0
<1.0
< 1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<:eLO
<LO
<LO
<l.0
<1.0
<1.0
<1.0
<1.0
<\.O
<\.O
<1.0
<l.O
<l.O
<1.0
<LO
<l.0
<l.O
<l.O
<1.0
-
<1.0
<LO
<1.0
<LO
<l.0
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<cl.O
<1.0
<1.0
<1.0
<1.0
<LO
<10
<1.0
<!.O
<:el.O
<LO
17
<;].Q
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
3500
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<!.O
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1,0
<l.0
<1.0
3.2
<1.0
<l.O
<1.0
<LO
<1.0
<LO
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
I!!!!!!!
<!.O
<1.0
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<l.O
<1.0
<1.0
<1.0
<1.0
<\.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<!.O
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
70
1!!!!11! mm
TABLE 2
Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carollna
Page2of3
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<!.O <1.0
<!.O : <1.0
<l.0
<1.0
,:;].Q
<1.0
<LO
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<'.\.Q
<1.0
<1.0
<1.0
<l.O
<l.O
<Cl.0
-:1.0
< 1.0
<1.0
<1.0
<1.0
5.5
,:;[.Q
<1.0
<l.O
<1.0
<1.0
<1.0
,:;].Q
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
200
< 1.0
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<i.O
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<!.O
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<\.O
<l.O
<1.0
2.8
<1.0
<1.0
<1.0
<1.0
<1.0
<I.0
<l.O
<1.0
<LO
<1.0
<\.O
<1.0
<1.0
.,1.0
<!.O
<1.0
<l.0
<1.0
<1.0
<\.O
<1.0
<!.O
<LO
<l.O
<1.0
<l.O
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1,0
<1.0
<1.0
3.4
<l.O
<'.[.0
<!.O
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<\.O
<1.0
<!.O
<LO
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
1000
am
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<'.3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<J.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
400
<10
<JO
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<JO
<10
<JO
<10
<10
<10
<10
<10
<10
<IO
<IO
<JO
<JO
<10
<JO
<10
<10
50
liiliiiil
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
70
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<200
<200
<50
<50
<50
<50
<50
17
<50
<50
<50
<50
<50
<50
!000
<5.0
<5.0
<S.0
<S.O
<S.0
<S.O
<5.0
14
\]
11
<5.0
35
6
<S.O
<5.0
<5.0
<5.0
<5.0
<S.0
<5.0
<5.0
<5.0
160
" 250
85
39
17
6)
<5.0
<5.0
<5.0
140
IO
<S_O
5.2
15
<5.0
<5.0
50
iiili iiiil
<20 <O 30
<20 ,o.Jo
<20 .:0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0 .. 10
<W 0.56
<20 <0.30
<20 <0.30
<20 <0,30
<20 <0.30
<20 <0.30
<20 .:0.30
<20 <0.30
<20 <0.30
<20 <0,30
<20 .:Q.30
<!O <0.30
<20 <0.30
<20 < I
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0..30
<'.20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0,30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
5000
<S.O
<S.O
<5.0
<S.0
<5.0
<'.5.0
<5.0
<5.0
<5.0
<5.0
" <5.0
<e5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
.:s.o
<5.0
<S.O
58
<S.O
<5.0
<5.0
<5 0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.0
<5.0
<5.0
---
-~--N-A-~"N"o_J_An_a-ly,_e_d ________________________________________________________________________________________ _
ug/l -micrograms per liter
DUP . Duplicate
-- --l!!!!I!!
I.D Effiurnt 5112/1999 <1.0 <LO <LO
6/101]999 <LO <10 <1.0
71811999 <1.0 <LO <1.0
815/! 999 <LO <1,0 <1.0
9/911999 <1.0 <1.0 <1.0
!0/14/1999 <!.0 <1.0 <1.0
11121)999 <1.0 2.5 <1.0
12/3/1999 <1.0 2.8 <1.0
212512000 <l.0 6.2 <1.0
31912000 <LO <1.0 <1.0
41712000
519/2000 <1.0 -:1.0 <1.0
61912000 <1.0 <!.O <!.O
71712000 <1.0 <1.0 <l.O
813.'2000 <1.0 <!.O <l.O
912512000 <:1.0 <1.0 <LO
1011212000 <1.0 <1.0 <1.0
!/1812001
412412001 <1.0 <1.0 <1.0
Sil 112001 <1.0 <1.0 <1.0
7/11/2001
JOl!S/2001 <1.0 <1.0 <1.0
111612002
7/31/2002
1013012002 <1.0 <1.0 <1.0
l/2812003
3/1412003 <l.O <1.0 <l.O
41312003 <1.0 <l.O <l.O
7/1012003 <!.O <1.0 <1.0
10/3012003 <1.0 <l.O <1.0
l/!312004 <LO <1.0 <LO
415/2004
5/2812004°
Remediation Perfonnance Standard 3500
<1.0
<],0
<:J.Q
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
<:!.O
<:1.0
<1.0
-.:1.0
<1.0
<1.0
<J.0
<LO
<\.O
<LO
<1.0
<l.O
<!.O
<1.0
<LO
<2.0
70
Effluent Anatytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Page3of3
<2.0 <LO <1,0 <1.0 <1.0
<2.0 <l.O <1.0 < 1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO <LO <1.0 <1.0
<2.0 <!.0 <LO <LO <LO
<2.0 <1.0 <LO <1.0 <1.0
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 1.2 <1.0 <1.0 <:1.0
<2.0 2, <1.0 <1.0 <1.0
<2.0 <1.0 <LO <l.O <1.0
System Do= Not
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <LO -:1.0 <l.O <l.O
<2.0 <1.0 <l.O <l.O <1.0
<2.0 <1.0 <l.O <1.0 <LO
<2.0 <l.O <l.O <1.0 <1.0
<2.0 <1.0 <LO <LO <1.0
System Down No,
<2.0 <1.0 <1.0 <I.O <1.0
<2.0 <1.0 <1.0 <LO <1.0
System Down No<
<2.0 <1.0 <!.O <l.O <1.0
System Down Not
System Down !'lot
<2.0 <1.0 <l.O <l.O <l.O
System Down Not
<2.0 <l.O <1.0 <1.0 <LO
<2.0 <1.0 <LO <1.0 <J.0
<!.O <1.0 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0 <l.O
<S.O <1.0 <1.0 <1.0 <1.0
Syi;1em Down Not
Remediation System Suspended -Sam I
200 2.8 1000
0luwa l)u,,:kC7)' foow,dwata Rrn>u.lwlll.D Sy<li:m ,uspuxkd OIi J/1911)4. Sm,plc. 11111 coU...1Wo, ~yzal.
~ ~ NA • Not Analyzed
ug/L -micrograms per liter
OUP -Duplicate
;;a liiii liil iiiiii ---
r,,'lv1_)
<3.0 <IO <50 <5.0 <20 52 9.5
<J.O <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<].0 <10 <50 5.0 <20 <0.30 <5.0
<3.0 <10 " 520 JI <0.30 <5.0
<3.0 <IO 93 470 3' <0.30 <5.0
<3.0 <10 <50 II <20 -.Q_JO <5,0
<3.0 <10 <50 110 <20 ,:;Q.30 <5.0
<3.0 «o <50 3W <20 <0.30 <5.0
<3.0 <10 <50 53 <20 <0.30 <S.0
Sampled
<3.0 <10 <50 180 <20 <0.30 <S.O
<3.0 <10 <50 <S.O <20 <0.30 <5.0
<3.0 <10 <50 100 <20 .-:Q.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <S.O 97 <0.30 <S.O
<3.0 <10 <50 <S.O 97 <0.30 <S.O
Sampled
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<3.0 <10 <50 <S.O <20 <0.30 <S.O
Sampled
<3.0 <10 <50 <S.O <10 <0.30 <5.0
Sampled
Sampled
<3.0 <10 <50 58 <20 <0.30 <S.O
Sampled
<2.0 <10 <50 <S.O <20 <0.30 <S.0
<3.0 <10 <50 <S.O <20 <0.30 <5.0
<3.0 <10 <50 <5.0 <20 -:Q.30 <5.0
<3.0 <10 <50 <5.0 <20 <0.30 <5.0
<2.0 <10 <50 <5.0 <20 •:0.30 10
Sampled
ks Not Collected
,oo 50 1000 50 5000
-- -
UMSA lnnuc:nl
(DUI')
{DUI')
NA -Not Analyzed
ugfl -micrograms per liter
DUP -Duplicate
--
2/1311996
2/1411996
2/14119'>6
2/1511996
2116/1996
2/l7il<J96
2122/1996
2i28/1996
J/811996
41311996
5/3/1996
615/1996
711/1996
7/30.11996
] ]1,/1996
21411997
2/4/1997
511211997
5112/1997
817/1997
11/131!997
2/5/1998
517/19',8
817/1998
11/411998
211 ]/1999
5113/1999
81511999
111211999
2116/2000
5/8/2000
8/2/2000
111812001
7/11/2001
1115/2002
7/3012002
l/2812003
J/1412003
7/10/2003
l/13/2004
6/2312004
<LO
I.I
<l.O
<:\.O
<\.O
<l.O
LI
<1.0
<1.0
<LO
<1.0
<LO
<LO
<1.0
<l.O
<l.0
<l.O
<!.O
<1.0
<1.0
<2.0
<2.0
<2.0
<JO
<10
<10
<25
<25
<25
<2.0
<10
<10
<10
<25
<25
<25
<25
<2.0
<10
<JO.
15
14
11
12
7.5
9.7
10
9.8
7.6 ,.,
4.8
8.7
3.8
7.9
7.2
3.0
2.4
3.8
4.6
11.0
4.8
12.0
I 1.0
<10
<10
16
<25
<25
<25
59
18
<10
<JO
44
<25
<25
<25
14
<10
<10 •
3500
14
11
14
14
21
" 17
16
10
16
12
22
11
15
9.2
l7
" " 21
55
72
110
67
120
180
370
380
490
480
32
110
400
75
330
570
4:!0
Not
530
49
160
180·
!!!!I l!!lll!iD == TABLE 3
Effluent Analytical Results
Upper Macon Source Area
Richmond County, North Carolina
Pi!ge1of3
!9 lb 5.9
lO 7.3 7.2
l 1 17 6.1
11 18 5.9
17 l4 9.7
16 I I 7
16 15 7.6
13 12 5.8
lO 7.7 4.1
8.5 7.4 S.4
6.9 5.7 <l.O
6 <1.0 (I
6.9 4.8 4.3
10 6.4 4,2
7.5 2.3 3.4
7.8 2.3 8.8
6.2 1.8 7.9
16 8.9 5
16 8.2 3.7
23 12 6.9
12 8.7 12
21 11 24
15 13 ]6
<10 <20 22
<10 <10 23
12 30 57
<25 <25 61
<25 <25 78
<25 26 69
37 <2.0 <2.0
26 <10 <10
<JO 49 54
10 <10 <10
57 28 42
60 27 25
S2 <25 <25
Sampled
73 40 <25
4.7 <2.0 <2.0
28 16 <JO
22• 13, <10•
70 200
25
10
17
16
25
" 25
21
16
18
11
13
12
13
10
15
14
" 18
17
13
17
11
<10
<10
14
<25
<25
<25
2.5
<10
<10
10
" <25
<25
Systtm
<25
3.2
<10
<10,
2.8
<1.0
<1.0
<I.0
<l.0
<1.0
<1.0
<1.0
<LO
<1,0
<1.0
<l.O
I.I
<1.0·
4.5
<LO
<1.0
<LO
<LO
<1.0
<2.0
6.6
6.6
<10
<10
<10"
<25
<25
<25
54
<10
<JO
<10
<25
<25
<25
<25
<2.0
<10
<10
<1.0
1.5
I
1.3
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<10
<10
<10
<25
<25
<25
<2.0
<10
<10
<10
<25
<25
<25
Down
<ll
<2.0
<10
<10 ·
1.9
<1.0
<t.0
I
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
3.6
<LO
<1.0
I
<J.0
<LO
<1.0
<10
<l.O
<2.0
<2.0
<2.0
<10
<10
<!O
<25
<25
<ll
<2.0
<10
<10
<10
<25
<25
<25
<25
<2.0
<10
<10.
1000
==
<JO
<JO
<10
<10
<10
<10
<10
<10
<10
<10
<JO
< 10
11
<10
<10
<10
<10
<10
<10
34
<10
<10
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<10
<10"
50
140
110
110
100
120
110
120
130
130
110
97
IJO
110
IJO
140
150
140
120
150
210
139
190
190
180
180
200
''° 140
180
290
350
170
" 360
340
340
340
370
'" 180 •
1000
==
300
180
160
140
160
110
65
" 41
" 21
19
I)
13
9.8
14
17
68
55
93
<5.0
16
50
34
" 25
14
11
13
53
76
I)
<5.0
<S.O
5 2
<5.0
<5.0
93
<5.0
<S.0 -
50
iii
55 <0.30 3.5
<20 <0.30 <3.0
20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 8.2
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 ~o.3o <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 -c.o.:rn <J.O
<20 <0.30 7.4
<20 <1 <3.0
<20 <0.30 <3.0
<!.O <0.30 <3,0
<20 <0.30 <3,0
<20 •.0.30 <3.0
<20 <0.30 <3.0
<20 32 <3.0
<20 <OJO S.9
<20 <0.30 <.:3.0
<20 <0.30 <J.0
<20 <0.30 <3 0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3 0
<20 <O.JO <3.0
<20 <0.30 <3.0
<20 <0.30 <3 0
96 <0.30 <3.0
<20 <0.30 <3.0
<20 -<0.30 · <3.0 •
5000 15
<.2
<.2
0.22
<.2
<2
<.2
<.2
<2
<.2
<.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.20
NA
NA
NA·
LI
21
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
7
<5.0
..::s.o
<5.0
5
10
36
<5.0
<5.0
5
NS
<5.0
<5.0
<S.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<S.O
<5.0
<5.0
7
<5.0
liiiii -
II!!!!! 1!!11 111!!1 O"~> 011 El [[ O"~ O"P o·~ [I O"S"> o·~ 9 o·~ O"S:> I 11 u VN o·s:> o·~ 001 L o·s:> I ITTl " " " " 0-S:> 9 o·s:> ' O"S:> OT> o·s:> o·s:> !!l!!I 1·1 VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN VN Ol"O> VN VN VN VN VN ,., i'."> z·_.,. ,, l> <> l"> " ooo; O"f> Of"O> Dl> •n, Of"O> SV O"f> or·o,,. Oi> OT> Of'O> Ol> O"f> or·o> O<'.:> OT>• Of"O> OZ> O"f> Of"O> Ol> S: 0f"Q::, 6l O"f> Of"O> Ot> rt• Of"O> 5l o·t> Of"O> OZ> OT> Of"O> OZ> s:·9 Of"O> 9t O"f> 1> OZ> o·t> Of"O> OZ> o·f> Of"O> Oi> 1n• oco> ov O"f> O['O> Oi'.> OT> Of"O> 0'1> O'f> or·o> S:f OT> Of"O> Oi'.> O"f> Of"O> OZ> O"f> Of"O> Ol> S:T Of"O> n: O'f> Of"O> OZ> OT> 0["0> OZ> 0-f> o·o OZ> 99 Of"O> 9i'.'. n Of"O> IV OT> Of"O> OZ> OT> Q("O> OZ> OT> O("O> OZ> O"f> or·o,. OZ> OT> Of"O> OZ> O'f> Of"O> OZ:> OT> Of"O> OZ> O"f> Of"O> 01> 1!!1111 mm " " "' 011 91 L[ 011 " 01[ " 091 °' [[ 091 z·vs nr " °" " " " 0[ O[ " " LI [I [I S9 011 " " " " L[ " OL 0ll -000! 091 OlC 001 OOE 001 °'' 091 01' oo,, Oil OOl 011 0<1 6[1 "' 0[1 '" 081 °'' Oil oo, 0[1 091 OOl OLI 0>1 0[1 OLI OOl 011 0(1 0'1 011 0'1 O[I 0'1 Oll " 01> 01 01> 01> 01> 01> 01> 01> 01> 11 01> 01> 01> 01> 01> 01> 11 01> 01> " 01> 01 > 01> 01> 01> 01> 01> 11 01> " 01> 01> 01> 01> 01> 01> 01> == 0001 0"1> UI> O"\> U\> U\> UI> 0"1> 0·1> 0"1> O"l> 0'1> O"l> O"!> 0·1> 0·1> 0"1> 0"1> 0"[> O"!> O'!> 0"1> 0"1> 0"1> 0"1> 0"[> 0"[> 0"(> 0"[> O"l> O"l> ~c o·t> 0"1> O"l> 0"[> 0"(> O"l> UI> O"l> UI> 0"1> 0"]> O"!> 0·1> 0"1> 0"[> 0"(> O"[> 0"[> 0"[> O"I> 0"[> UI> O"I> O"I> 0"(> 01> UI> O"l> O'l> 0"1> O"\> O"l> O"\> O"l> O"\> 0"1> 0"1> O"J> O"l> 0"1> O"J> O"l> O"\> 0"[> 0"1> Ul> O'l> O"I> O"l> UI> Ul> O"l> 0"1> 0"1> O"J> 0"1> Ul> 0'1> 0"1> 0·1> 0"1> O"l> 0"1> 0"1> 0"1> O"I> 0"1> 0"1> O"!> 0"[> O"I> 0"[> O"I> O'!> O"I> O"I> 0"[> O"!> 0"[> 0"[> "" O"!> O"l> 0"1> 0"[> 01> 0"[> 0"I> O"\> O"l> O"I> UI> . O"I> O"\> 0"1> O"l> O"\> 0"1> UI> O"l> O"I> Ul> O"l> O"I> UI> . 0"1> 0"1> Ul> Ul> Ul> O"\> 0"1> Ul> Ul> Ul> UI> O"I> 0'1> C JO z a6ed OOi: O"I> 0'1> O'I> 0'1> 0"1> 0·1> 0"1> 0"1> O" I> O"I> O"I> O'l> O"I> 0"1> 0'1> O"!> ff!> O"!> O"I> O'!> 0"I> 0"[> 0·1> 0"[> O"!> 0"[> O"I> O"!> O'I> O"I> o·i;, O"!> 0"I> O' !> O'I> O"I> 0"1> eunoie:, 4~0N 'Atuno:, puow4::i!~ eaJ\f a:unos uo::iew Jaddn s11nse~ 1e::i,V:1eu-., 1uanm3 t 37S'vJ. == == == o·r> O"\> 0·1> 0"1> 0'1> 0'1> O"!> O"I> 0"1> 0"I> O"I> O"!> 0"1> O"!> 0"I> O"I> 0"I> O"I> 0"[> O"l> o·t> 0"[> O' l> 0"1> 0"[> O' [> ff\> 0"l> 0·1,-0·1 > 0"[> o·t> 0"l> O'I > ff(> O"I> 0"1> 111111 OL O"l> 0"1> O'\> O'I> O"I> 0"1> O"!> 0"1> 0"!> 0"[> O"I> 0"1> 0"[> 0"!> 0"[> 0"(> O"I> O"l> ffl> O"l> 0"l> 0"(> 0'[> O"I> O"l> 0"[> 0"l> 0"l> 0·1> O"l> 0"l> 0'[> O"l> O"l> 0"[> 0"l> 0"l> O'I> 0"I> 0"(> 0"[> 0"(> 0"l> O'l> 0·1> ffl> 0"1> ff\> 0"I> ff\> ff\> O"l> ffl> O"I> 0"1> ff\> 0'1> ff\> 0"1> 0·1,-0·1> 0"1> ffl> O"l> 0"1> O"I> 0"1> O'l> 0"l> 0"l> 0"I> 0"1> 0·1> ffl> &ii OOH" 0'1> O"!> 0"1> 0"I> 0"[> 0"[> 0'l> O"l> 01> ffl> O'l> O'I> ff\> ff\> O'I> ffl> O'I> 0'1> ff\> 0"I> 0'1> 0'1> 0"1> O'l> 0'1> 0'1> O'\> 0'1> O"I> 0'1> 0'l> O'I> 0"\> 0'1> O"l> 0·1> O'I> liiil 0"(> O'I> O'I> 0"1> O"l> O'I> 0'1> O"I> 0·1,-0"!> 0"1> 0'[> 0"[> 0"!> o·t> 0·1,-0"I> 0"(> 0"[> 0"[> 0"[> 0"[> O"l> 0"l> 0"(> O'I> o·r> 0"l> O"l> 0"[> 0"1> 0"l> 0"[> 0'1> 0·1,. O"l> 0"[> 8661/1/ll 8661/t-/l \ 8661/V0I 8661/01/6 8661/ll!I 8661/61! 866 l/}19 866 l/l/} 8661/f/j, 8661/SI[ 8661/<;tl 8661/6/1 !661/<;/ll !661/(1/11 !661/Z/0l !661/<;16 !661/l/8 l661/Ul !661/919 !661/lll!. L661/8JI> !661/i'.I/[ !661/1>/l !6611911 9661mll 9661!l'll 9661/1/0 l 966111>16 9661/0[/l 966!11/l 9661/)/9 9661/1:/<; 96Mif/l> 966118/[ 9661/Sl/l 9661/i:lll 9b61/Ltil liiiil aie::i!rdna • dnO Jal!l Jad sweJ6oJ::>!W -7J6n \ pazA1euv ION -'vN ~ l'"'l'""S •'""""°'"J<>d nt"1r1~t<>H Ju.;)nw:i VS~'llfl --- -
== == ==
UMSA Effiuent
Run,;,.!1«1iun Pcrfonnan..c S1andord
NA ~ Not Analyzed
ug/l -micrograms per hter
DUP -Duplicate
==
1/11/1999
2/11/1999
31511999
41!!/1999
5/131 I 999
6110/1999
7/811999
81511999
9/911999
!0/141! 999
11/2/1999
12/311999
2/16/2000
3/9/2000
417/2000
5l!!/2000
619/2000
717t:!:0OO
812/2000
912512000
10112/2000
1/1812001
5/312001
7/11/2001
1011812001
12128/2001
1/\512002
7/30/2002
10130/2002
!/2812003
3/\412003
413/2003
711012003
10/30/2003
1/1312004
41512004
6/2812004
==
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<J.0
<1.0
<J.0
<1.0
<1.0
<LO
<1.0
<l.O
<1.0
<1.0
<l.O
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<\.O.
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<LO
<!.0
<LO
<1.0
<1.0
<LO
<LO
<!.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<!.0
<LO
<1.0
<1.0
<1.0
<!.O
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<J.0,
3500
==
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<LO
16
<l.O
<1.0
<1.0
9.9
<1.0
<!.O
<1.0
<1.0
<!.O
<!.O
<LO
<1.0
<1.0
<1.0
<1.0
No<
<1.0
<\.O
<1.0
<1.0
<1.0
<1.0
<LO
liiiiiiil liiiiiiil liiiiiiil
TABLE 3
Effluent Analytical Results
Upper Macon Source Area
Richmond County, North Carolina
Page3of3
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<LO
,,1.0
<J.0
<l.O
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
.-:1,0
<1.0
<l.O
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<LO
<1.0
<1.0
<J.0
<1.0
<1.0
1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<I 0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<!.O
<LO
<LO
<LO
<LO
<1.0
<1.0
<LO
<1.0
<1.0
2.6
<l.O
<1.0
<1.0
IA
<LO
<LO
<!.O
<1.0
<1.0
<1.0
<l.O <1.0 <l.O
<1.0 <1.0 <1.0
<LO <LO <LO
<1.0 <1.0 <1.0
.-:).0 <1.0 <1.0
Sampled
<1.0 <l.O <1.0
<1.0 <el.O <1.0
<1.0 <el.0 <el.O
<el.O <1.0 <1.0
<e2.0 <1.0 <el.0
<e2.0 <1.0 <1.0
""2.0 • <el.O• <J.Or
70 200
<el.0
<1.0
<el.O
<!.O
<eLO
<LO
<el.O
<el.O
<e!.O
<el.0
<eLO
<LO
--1·.o
<1.0
<el.0
<1.0
<ei.0
<el.O
<el.O
<!.0
<el.O
<el.0
<el.O
<el.0
<l.O
<el.O
<el.0
<1.0
<1.0
System
<\.O
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O'
2.8
<1.0
<1.0
<LO
<1.0
<1.0
<el.O
<1.0
<1.0
<1.0
<1.0
<1.0
<\.O
<1.0
<1.0
<\.O
<1.0
<\.O.
<1.0
<l.O
<1.0
<1.0
<\.O
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<el.O
<1.0
<10
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
<l.O
<1.0
<J.O
<1.0
<1.0
<\.O
<J.0
<\.O
<LO
<1.0
<1.0
<1.0
<\.O
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
Dm,,'ll
<1.0
<l.O
<l.O
<l.O
<1.0
<l.O
<1.0'
<l.O
<LO
<LO
<el.O
<LO
<LO
<1.0
<LO
<1.0
<1.0
<!.O
<l.O
<l.O
<1.0
<1,0
<1.0
<l.O
<1.0
<1.0
< 1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<LO
<1.0 •
!ODO
<IO
<10
<10
<IO
<10
<10
<10
<10
<10
<JO
<IO
<IO
<JO
<JO
<10
<10
<\0
<10
<10
<JO
14
<IO
l8
15
60
II
<JO
21
20
17
II
<10
<10
76
<JO
<10
50
150
230
180
170
170
180
170
140
150
200
180
ISO
240
230
210
410
180
220
190
280
180
200
440
360
450
360
360
370
3'0
4\0
350
370
360
400
230
160 •
IOOO
liiiiiiil
120
120
100
72
'6
100
160
13
340
)7
I]
18
JOO
" 40
54
61
250
80
83
84
36
350
l lO
900
110
Jj
1]0
98
240
44
71
170
1800
64
6.2 •
50
<20 <:0.30 <.1,0
22 <0.30 <3.0
25 <0.30 <3.0
<20 <0.30 <],O
<20 ~6 <3.0
<20 <0.30 <3.0
<20 <0.30 3.3
<20 <0.30 8.7
24 <0.30 <3.0
<20 <0.30 -.:3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
40 <0.30 5.3
<20 <0.30 •:3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
<20 <0.30 <3.0
32 <0.30 3.8
<20 <0.30 4.1
<20 <0.30 <3.0
<20 <0.30 3.7
<20 <0.30 <3.0
29 <0.30 19
<20 <0.30 3.7
47 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
<20 <0.30
43 <0.30
<20 <0.30
<20 <0.30
120 <e0.30
210 0.47
<20 <0.30
<20 · <0.30•
5000
21
<3.0
<3.0
J.0
4.0
480
280
<3.0
<3.0
62
<3.0
<3.0 ·
15
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.20
<0.20
<e0.20
<0.20
<0.20
NA
NA
NA
LI
<5.0
<5.0
<5.0
<5.0
8.5
<5.0
<5.0
<5.0
<5.0
<:5.0
<:5.0
<5.0
\JO
5.0
<5.0
<5.0
<eS.0
<5.0
3&.0
<5.0
6.0
8.5
<5.0
38
<5.0
8.0
8.0
11.0
6.0
<5.0
7
42
<e5.0
23
]]
<5.0'
liiil liliil lillil
-----
UM Influent 212211996
212311996
2/2411996
2125/1996
21281!996
JIII/J99b
3116/!996
4/]/199b
6/5/1996
711/1996
7/)0/1996
1111/1996
21411997.
511211997
8•7/1997
1 l/1Ji]997
215/1998
Sn/1998
Sn/1998
11/411998
211111999
5/1311999
81511999
I 1/311999
2/16/2000
s,snooo
81212000
1/18/2001
7/11/2001
lllS/2002
7/31/2002
1ns1200.1
7/10/2003
1/13/2004
<.,,(ze,(10
Rcmedia1ioo Performance Standard
__ ()_ NA . No\ Aaaly,ed
ugll -micrograms per liter
OUP -Duplicate
IA
12 ] s
<l.O
<l.O
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<l.O
.-:i.o
<!.O
<!.O
<1.0
<LO
<LO
<1.0
<l.O
<:l.O
<l.O
<LO
<1.0
<5.0
<2.0
<1.0
<LO
<5.0 •
11!!!!!!!!!!1 I!!!!
4.1 1.6 5.8
,.5 1.6 64
,.6 1.8 " <l.O 2.2 6.6
5.8 1., 8.6
,.1 I 8.6
5.5 l.S 9.2 ,, \.6 66
,.9 1.8 7.7
3.8 I.I 6.1
,.1 2.1 8.6 s 3 1.9 6.6
5.5 1.6
II 2.5 1.8
5.8 1.8 7 s] I.I 39
6.9 1.6 6.7
s 1.8 5.6
3.6 1.6 6A
2.9 IA 3 7
4.3 2 5.1
4.4 3.4 8.1
4.1 ]J 65
4.2 5.6 6.1
.l 3.1 ,.o
3.9 10 6.3
4.5 16 8.7
9.7 37 7.6
2.6 32 7.4
<l.O 19 1.2
<l.O <l.O <1.0
<5.0 " <10
11/0--r
3500 70
1!11111111! == TABLE 4
Effluent Analytical Results
Upper/Lower Macon System
Richmond County, North Carolina
Page1of4
<2.0 4.8 <l.O 12
<2.0 4.8 <!.O 12
<2.0 6 <!.0 1,
<2.0 6.9 <!.O 15
<2.0 5 <LO 1'
<2.0 3.8 <l.O 12
<2.0 4.6 <l.O 12
<2.0 <1.0 10
<2.0 <l.O <l.O 9.8
<2.0 3.3 <1.0 7.6
<2.0 3.3 <1.0 9.8
<2.0 23 <i.O 8 3
<2,0 2.5 <1.0 8.2
<2.0 <1.0 4.5 ,.1
<2.0 2.1 <l.O 8.1
<2.0 1.6 .-:1.0 3.9
<2.0 I.I <l.O 5.9
<2.0 25 <1.0 5.8
<2.0 1.2 <l.O 6.2
<2.0 <1.0 <1.0 36
<2.0 I <l.O 4A
<2.0 1.6 <1.0 s]
<:2.0 1.3 <l.O ,.2
<2.0 LS 4.2
<:2.0 1.2 <LO 2.8
<2.0 2.3 1.6 3 2
<2.0 ,.2 2.6 5.6
15
12
9.7
9.2
2.9
<LO
<1.0
<1.0
3 2
<1.0
<1.0
<LO
<l.O
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<l.O
<1.0
<!.O
<1.0
<l.O
<l.O
<l.O
No< Sampled System
<IO 7.3 8.6 6.7 <5.0
<4,0 6.5 4 ]9 <2.0
No< Sampled System
<2.0 2.8 1.8 <1.0 <1.0
<1.0 <1.0 <1.0 <1,0 <l.O
<25 94 <5.0 <5.0 <5.0 5~,., <<Ce> -s s-r£ D
s I 200 2.8 1000
<JO
<10
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<JO
<10
<10
<JO
<10
<10
<10
<JO
<10
<10
<10
<10
<10
<JO
<JO
<10
<JO
<10
<10
<10
w,J
50
iiiii liil iiiil iiiil -
'IV(.;
<50 l6 120 <0.30 ,.8 <S 0
<50 ]\ l lO <0.30 ,.5 <5.0
<50 30 I 10 -,Q.30 36 .-:5.0
<50 28 I 10 <-0.30 " <5 0
<50 18 " <0.30 <:3.0 <5.0
<50 13 50 <0.30 <3.0 <5.0
<50 20 50 <0.30 <3.0 <SO
<50 9.] 26 <0.30 3 10
<50 •:5,0 22 .:Q.JO <J.O I]
<SO <5.0 <20 <0.30 <J.O <5.0
<SO <5.0 <20 <0.30 <3.0 <5.0
<50 <S.0 <20 <0.30 <J.O <5.0
36 <5.0 <20 <0.30 <3.0 <5.0
<:'iO 12 <20 <0.]0 <3.0 .-:s_o
<SO 7.2 <20 <0.30 <3.0 NA
<50 28.7 <20 <0.30 <3.0 <5.0
<SO 8.4 <20 <0.30 <3.0 s
<SO 16 <20 <-0.30 <3.0 <50
<SO \) <20 <0.30 <3.0 <5.0
<50 52 <20 <0.30 <3.0 <5.0
<50 1, <20 <0.30 <3.0 <5.0
<SO II <20 49 <;.o <5.0
<50 <5.0 <20 <0.30 7.2 <S.O
<50 <:5.0 <20 <0.30 <3.0 <5.0
<50 <5,0 <20 <0.30 <3.0 -<S.O
<50 <5.0 <20 <0.30 <3.0 <5.0
-<50 <5.0 <20 <0.30 <3.0 <S.0
Down
<50 15 <20 <0.30 <3.0
<50 \) <20 <0.30 <3.0 <5.0
Down
<50 19 <20 <0.30 <3.0 58
<50 <5.0 22 <0.30 <3.0 <5.0
52 <S.0 <20 <0.30 <3.0 10
11)00 so 5000 IS
---
NA -Not Analyzed
ugfl -micrograms per Iller
DUP -Duplicate
l!!!!!!!I l!!!!!!I
LM Influent 2122/1996 " 2/23/1996 IJ
2/2411996 8.9
2!2511996 8.1
2128/1996 J
]18/1996 <1.0
31\6/1996 <1.0
41J/l9'l6 <1.0
51311996 <1.0
61511996 <1.0
7/30119% <LO
111111996 <1.0
2i4/l997 16
(DUP) 21411997 1.5
5/12/1997 <1.0
817/1997 <1.0
11/lJ/1997 <1.0
215/1998 <1.0
517/1998 <1.0
817/1998 <1.0
1114/1998 <1.0
2/11/1999 <l.O
5/IJ/J999 <1.0
815/1999 <LO
11/3/1999 <1.0
2/H,12000 <1.0
5/8/2000 <1,0
8/212000 <1.0
l/!812001
7/1112001 <LO
!il5/2002 <1.0
7131/2002
1/2812003 <1.0
7/10/2003
1/1312004 <LO
6128/2004
Remediation l'e1fonmmct: Standard
l!!!!!I
" 9.1 4.4
29 II 4.9
JO IJ 4.9
JI I] 5
.11 15 5.6
9.5 16 24
8.1 18 2.4
7.3 2.6 2.3
8.6 2.7 1.9
12 4.7 3.4
17 6.6 <l.O
II J.J 2.2
9.8 1.1 2.4
9.0 1.8 1.1
5.J 14 64
lJ.O <l.O 1.2
9.5 1.8 < IO
13.0 1.9 1.1
12,0 1.5 1,
16.0 I.I
13.0 Ll <el.0
13.0 2.2 1.3
10.0 14 <1.0
7.8 LO <l.O
2.0 <1.0 LI
<l.O <;).Q 14
19 <1.0 <1.0
11.0 2.7 1.2
6.1 2.8 LO
4.5 1.7 <1.0
<1.0 <1.0 <1.0
1.7 Ll <2.0
3500 70
== == TABLE 4
Effluent Analytical Results
Upper/Lower Macon System
Richmond County, North Carolina
Page 2 of 4
<2.0 " J.J 15
<20 1.1 15 3.6 IS
<2.0 2.7 17 4.5 17
<2.0 1.6 17 4.< 15
<:2.0 2.4 17 4 4.2
<2.0 <1.0 2.5 LI <\.O
<2.0 <1.0 J 4 14 <l.O
<2.0 4 4.7 <:].Q
<2.0 <1.0 4.1 4.6 <1.0
<2.0 <1.0 5.J 4.9 4.6
<2.0 <l.O 6.7 4.1 <1.0
<2.0 <1.0 5.1 4.5 <l.O
<2.0 <\.O 44 3.7 <LO
<2.0 <1.0 3.8 J. I <l.O
<2.0 <l.O 8 J <l.O
<2.0 <1.0 4.4 J.J <!.O
<2.0 <1.0 l.3 L9 <1.0
<2.0 <1.0 4.1 l.4 <!.O
<2.0 < LO 4.1 J.7 <l.O
<2.0 <1.0 4.4 J.5 <1.0
<e2.0 <1.0 4.1 3.0 <1.0
<2.0 <1.0 J.7 J.6 <1.0
<2.0 <1.0 4.1 3.7 <1.0
<2.0 <1.0 3.4 2.4 <1.0
<2.0 <1.0 <1.0 I <1.0
<2.0 <1.0 <!.O <1.0 <LO
<2.0 <1.0 <1.0 <1.0 <1.0
<2.0 <1.0 4.7 5.J <1.0
No< Sampled Sys1em
<2.0 <LO 1.i l.4 <l.O
<2.0 <1.0· 1.1 L4 <1.0
Not Sampled System
<2.0 <1.0 <1.0 <LO <1.0
No, Sampled System
<5.0 <1.0 <1.0 L8 <1.0
Nm Sampled System
200 1.8 1000
<IO
<IO
<IO
< IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<IO
<ID
<IO
<10
<IO
<1.0
<10
<IO
<10
<10
<10
<10
<10
<10
<10
<IO
<JO
<JO
<IO
<IO
<IO
50
liiiii1
.,,~:,z)
77 130 120 <0.30 5.5 <5.0
81 140 IJO <0.30 5 <S.O
86 160 160 <0.30 44 <S.O
86 160 160 <0.30 l.2 <S.O
IOO 150 140 <0.30 J.3 <S.O
<50 71 " <0.30 <3.0 7
<50 53 SJ <0.30 <3.0 <5.0
<50 72 44 <0.30 <3,0 7
24 JI 27 <0.30 <3.0 <5.0
<50 21 14 <0.30 <3.0 ' <50 10 <20 <0.30 <3.0
<50 64 <10 <0.30 <3.0 <S.O
34 19 <10 <0.30 <3.0 <5.0
34 16 <20 <0.30 <J.O <S.0
<50 <5.0 <20 <0.30 <3.0 <5.0
<50 <5.0 <10 <0.30 <3.0 NA
<50 55.1 <20 <0.30 <3.0 <5.0
<50 II <10 <0.30 <3.0 <5.0
<50 <e5.0 <10 <U.30 <3.0 <5.0
<50 17 <10 <0.30 <3.0 <5.0
58 99 <20 <0.30 5 0 40
<50 8.8 <10 <0.30 <3.0 9.0
<50 70 <20 25 <3.0 <5,0
<50 <5.0 <10 <0.30 6.4 <5.0
<50 6.1 <10 "'0.30 <3.0 <50
<50 6.0 J9 <0.30 <3.0 <5.0
<50 .., <10 <0.30 <3.0 <5.0
<50 <5.0 <10 <0.30 <3.0 <5.0
Down
<50 7.J <20 <0.30 <3.0 12
-<50 8.6 <20 <0.30 <3.0 <5.0
Dow,
<50 8.2 <20 <0.30 <3.0 10
Down
<50 <5.0 <20 <0.30 <3.0 II
Down
!000 50 5000 15
l!!!!l!!I ~ l!!!!!!I
UIL Efnuent 2124/1996
2!2511996
2/28/1996
318119%
<l.O
<1.0
<1.0
<1.0
3il611996 <1.0
41311996 <1.0
5/3i]996 <1,0
t,/511996 <1.0
7/111996 <!.O
7130/1996 <!.0
914!1996 < 1.0
!Ql]fl9')6 <J.Q
11/7/1996 <1.0
12/511996 <LO
1/6/1997 <1.0
214/1997 < 1.0
3'1211997 <1.0
4181!'197 <1.0
5/12/1997 <1.0
61611997 <1.0
7/211997 <l.O
7125/!997 NA
817/1997 < 1.0
915/1997 < 1.0
!01211997 <LO
I J/13/1997 < LO
1215/1997 <I 0
119/\998 <1.0
215/1998 <l .O
315/1998 <1.0
4131!998 <LO
517/1998 <1.0
6/5.11998 < 1.0
719/1998 -<1.0
Sn/1998 <1.0
91)011998 <1.0
10/2/1998 <l.O
1\/4/1998 <1.0
!2fl/1998 <LO
1/11/1999 <1.0
21\ 1/1999 <LO
315/1999 <1.0
kcmOOia1ion Performanc,: S1andard
NA -Not Analyzed
ug/L -micrograms per liter
DUP · Duplicate
<l.O
<1.0
<1.0
<1.0
<1.0
1.8
<1.0
<1.0
<!.O
<LO
<1.0
<1.0
<1.0
<1.0
<:1.0
<:1.0
<:LO
<1.0
<:1.0
<:1.0
2.4
NA
<:1.0
<:1.0
<:J.O
<LO
<1.0
<1.0
<1.0
<i.O
<:1.0
<:1.0
<:LO
<:LO
<:1.0
<:1.0
.::LO
<:LO
<:1.0
<LO
<1.0
<1.0
3500
<:1.0
<:!.O
<:l.O
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<:I.Q
<:1.0
<:1.0
<:1.0
<:1.0
<:1.0
<1.0
<:J.Q
<1.0
NA
<1.0
<:1.0
<:1.0
<:1.0
<:1.0
<:1.0
<:1.0
<:1.0
<:1.0
<1.0
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&iii aiil &iii liiiiii
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16
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<!.O
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<:!.O
<LO ,.,
NA
<:].0
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<LO
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<!.O
<1.0
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<1.0
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<:].Q
<1.0
<:].0
<LO
<1.0
<\.O
<l.O
<1.0
<LO
<1.0
70
TABLE 4
Effluent Analytical Results
Upper/Lower Macon System
Richmond County, North Carolina
Page3of4
<2.0
<2.0
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NA
<to
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<2.0
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83
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<50
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56
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<200
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150
160
32
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56 <0.30 <3.0
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NA <0.30 NA
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5000 5 IS
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== == == ;;;a
NA -Not Analyzed
ug/L -micrograms per 1i1er
DUP -Duplicate
U/L Effiucnt 418/!999
5/1311999
61]011999
7i81PJQ9
815,1}999
9/911999
101\41]999
11/3/1999
1213/1999
2117/2000
3/912000
417/2000
518/2000
61912000
1m2000
S/2/2000
9125/2000
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4'2412001
5/3/:!001
7/20/2001
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1/1512002
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JOIJ0/2002
1128/2003
413/2003
7/10/2003
10/30/2003
]/1}/2004
41512004
612812004
Remediation Pi:1formruice Standard
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70
,Jiiil -T Ad!'l:'T"" liiiiiil
Effluent Analytical Results
Upper/Lower Macon System
Richmond County, North Carolina
Page4of4
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Groundwater Ouarity Summary
Macon/Docl<.ery Site
Richmond County. North Carolina
Page 1 of 12
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Grounciwater Quality Summary
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Richmond County. Nonh Caro~na
Page 3 of 12
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Groundwater Ouahty Summary
Macon/Dockery Site
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Page 4 of 12
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1'2~1200]
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7/l(l/200J
7/IC,'21"JJ
llll/2004
IIIJ/2004
f.'2\l/2!ll4
1,/21!/l(kJ.I
R~"fl>u,ham>11 Paforma:1>1.~ S.m<Wd
NA "'Not Ana!yrW
l.6 20
H B
J.4 18
11 <Lil
' ' 2.7 5,3
I.~ 16
<1.0 35
<2.fl 74
<1.0 61
<5.0 I IO
1,, 171)
H 140
<2' 471)
~25 JSU
<25 6Kll
<25 740
<25 7.10
<H 400
<25 H7U
<H x~o
<25 MO
<25 7_SI)
<H MO
<25 7lfl
<2S (,)0
<25 6l0
<25 740
<25 730
<25 460
<25 4~0
<25 400
<IO 370
19 370
19 )20
"'10 320
<JO JIO
< IU l~O
<JO )611
<10 3)0
<10 )JO
J.l 7)
).0 72
2.7 U
<.1.0 .S2
<5.0 , '111 •
<5.U • 90 •
HOO
DL -Uilw11>a [)lJp ........
5,4 <2.0
7,7 <2.0
9.3 <2.0
<1.0 <2.0 n <2.0
14 <2.0
3.7 <20
<1.ll <4.0
<2,0 <4,0
<2.U <4.0
5.2 <10
16 <Ill
1l <"JO
<2.1 <"~(J
<25 <50
<25 <50
<25 <50
<25 <-50
<25 <SO
<2~ <50
<25 <5IJ
-<2S -<50
<25 <-SO
<25 <SO
<25 <50
<25 <50
<25 -<50
<2S <SO
<H <50
<2.'i <50
<2.'i <SO
<25 <120
<JO <20
"'lU <20
<JO <20
<10 <20
<JO <20
<JU <20
<Ill <20
<10 -<20
<IO <20
2.2 <4.0
2.2 <4.0
<4.0 <;IQ
<10 <25
<to• <25
<!O ' .:25
"
<l.0
<1.0
<1.0
<LO
'-' 2.2
<1.0
<2.0 •. ,
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22
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22
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H
<.I.U
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200
& lliillil liiiis
Table 5
Groundwater Ouahty Summary
MaconJDockery Site
Richmond County, North Carolina
Page 5 ol 12
21 <1.0 <I.IJ
20 <l.U <I.IJ
26 <l.0 <l.O
<;J.() <I.O <LIi
21 <LO <I.II
19 <1.0 <LU
12 <-I.II <LO
4 <2,0 <:2.0
92 <2,0 <20
~.4 <2.0 <2.0
12 <5,IJ <5,1)
20 <S.O <S.O
21 <S.O <S.O
<25 <25 <25
<25 <25 <2~
<25 <.25 <25
<25 -<H <ZS
25 <25 <25
<25 <:H <H
<25 <25 <B
<25 <25 <25
<25 <25 <25
<25 <:25 <25
<25 <25 <25
<2S <25 <2S
<25 <25 <25
<25 <25 <H
<25 ,_25 <;25
<2'i <25 <25
<2'i <25 <25
<.2'i <25 <25
<25 <25 <25
<10 <JO <10
lU <10 <IU
11 <10 <Ill
<IO <Ill <10
<JO .:IO <10
<IO <IO <IO
<JO <JO <10
<10 <10 <10
<10 -<10 <IO
5.1 <2.0 <2,0
5 <2.0 <2.0
4.! <2.0 <2,0
<'i.O <5.0 <5.0
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<I.II <J 0
<I.II <J 0
<LO <l.O
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<LO <J.O
<LO <l.ll
<.:2.0 <60
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<2.0 <l>.U
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<'i.O <-15
<5.0 <15
<25 <:7'i
<25 ._75
<25 <75
<25 <75
<25 <75
<25 <75
<25 <75
<25 <75
"25 <7'i
<25 <7S
<:25 <15
<25 <75
<25 <H
<25 <H
<25 ..-75
<25 -<7'i
<25 <75
<25 ,75
<25 <~
<10 <311
•:lU <JO
<'.[0 <30
<IO <-]II
<10 -<lO
<IO <JU
<IO <JO
<lO -cJO
< lO <JO
<2,0 <6.0
<2.0 <6.0
<2.0 <4.0
<'i.O <HI
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<!()
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<,0
<,0
<,0
<lO
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<20
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<-250
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22
<W
" <,0
<W
<,0
<!.O
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<,0
<Ill
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<,0
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NA
NA
<lO •
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LIO
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110
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1311
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104Xl
<'i.O !40
<511 26
<S.U 19
-c'i II 2.~
<50 ll
<.SO <S.0
<5.0 6
<5.0 6.7
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<'i.U ~1.4
<5,0 It.~
<'i.O <-'i.0
<S.n .:So
<HI S.i
<'i.O <S.O
<5.ll <S.O
<5.0 .._5_0
<5.0 <5.()
<5.0 <5.0
«5.0 12
<5.0 9,0
<5.0 'l.7
<5.0 <5 0
<5.0 <5.0
<5.0 <5.0
<5.0 <5.0
<5.0 <'i.0
<5.0 K.k
<S.O 4~.0
<5.0 S.8
<5.0 ~-6
<5.0 Ill.II
<5.0 RA
<5.0 IO.O
<S.O 6.1
<5.0 390.0
<5.0 170,0
<'i.O 20.0
<5.0 16.0
<5.0 6.l
<5.0 <5.0
<1.0 17.0
<l.O 15.0
NA NA
NA NA
<el.O. <'i.O.
<l.O• <511-
"'
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<40
<<O
<<0
d()
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<40
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<40'
l!Xl
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<211
<2'
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<211
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<20
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<20
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<W
<20
" " 22
" 22 .,
" <20
<20
" 4111
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<2'
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-
<tllO
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<:0.10
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<OJO
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<O.JO
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«0.111
<O.JU
0.~5
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0.67
<O.JO
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NA
NA
NA
NA•
-
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<HJ
<l.O
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<J.O
<3.0
<J.O
<l.O
<J.O ,., ,.,
-:J.O
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<J.O
<J.O
<l.O
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<l.O
<J.O
<l.O
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NA
NA
NA•
NA•
" '' ,,.
<S.O • <5.0
<'i.U
<.:S.O
<HJ
·-5.0
<5.0
" ,o ,.o
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<.S.O
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<,1,11
5.0
IJ.0
2~.0
'J.ll
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12.0 ~s u
170.0
150.0
12.U
111.0
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<5,0
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2.0
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-- - --I!!!!!!!
Ma,:on s.,un:~ A=
M\l.'9
(DUP)
(Dl/P-1)
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211712000
511!/1.(l(l(I
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81.'12000
l11712UOI
71!112001
7/1112001
1116/2002
7/J!V2002
111812003
71lll'200l
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l/lJl21J0.1
f,/2~12004
Rc.-utnl,auon Pcrfonna,,cc S111"1ard
NA~ Nm AD.tly,cd
<2.0
<2.0
<LO
<VI•
120 <IO l'i
130 <10 16U
2'i0 <elO HO
]'}II <l!J 321)
171! <5.0 JOO
7f. R,2 !J
io H 59
5(, 21 41
48 )] 47
!)0 12 .lto
l!kl -<IO 220
63 54 2~0
'XI UU HU
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62 160 JOO
56 2<xi nu
75 110 IJO
7! 150 ll,O
7] 270 2.'IO
go 220 200
'.14 160 140
47 J.10 150 <n 5go no
<H 560 34()
..;l'j 520 250
<25 ~10 2411
<25 5LO 220
<2'.1 530 200
<25 400 l',IO
•:25 410 lkU
71 45 19
55 24 5.l
9.9 110 <:5.0
Nol S•1nplul 0...~ 10
Nol S..mph:d Due TO
Nol Sampled Due 10
]~ 7 51
36 1,,6 41)
J2 <2.0 ]~
H· 23• <40'
HOO 70
DL ~ Dd1<1iun IA'P . .......,.,
14 If. <JO
<20 <10 <lU
<20 lk "'10
•-20 <10 <10
• 10 '<}.0 7
<2.0 U 2.6
<4 0 6.'1 12
<411 6,(, 7.4
<l.O 12 11
<10 <'.5,0 6
<2ll <IO <HI
<20 16 <10
<JO 27 ]6
<20 lO 2M
--'20 Z1 27
<20 lJ JO
<!O lk 19
<20 18 24
<20 JO 54
<20 22 42
<20 11 ]4
<20 24 41
<50 49 9~
<e-'I) 4<J JIJII
<50 51 9~
<50 4M 8k
<51) 69 89
<5(1 44 64
<50 56 72
--:51) 59 74
<4.0 \J 4.5
<4.0 10 3.7
-<IO <S.0 29
Dry ·ondnions
Dry ondmon,
Dry Ofldiliolli
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<4.0 4.G <2.0
<10 4,6 <2.0
<IU ' S.l • <2.0,
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" )l ,, ,, ,,
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== ;;;. liiilil liiiii Table 5
Grouridwa"ter Quality Summary
Mac;:onJDockery S1t11
Richmond County, North Carolina
Page 6 0112
35 <'.]O
!60 <lO
190 -<IO
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7 .. 1 <5.U
4.2 1.4
9 <2,0
6,4 -<2.0
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47 <10
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19 <!O
19 <!O
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32 <5,0
26 <lU
15 <IO
26 <IU
29 <JO
26 <IO
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24 <2,0
10 <2,0
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14 <2.0
!l <2.0
14 <2.0
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<2.0
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<JO l60°F32
9.8 190
<.10 <10
<JO !20
11 nu
9.5 100
<6.0 <20
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<l5 "<50
-<)0 <IW
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<JO <H~l
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<JO <JO
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<75 <620
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<6,0 <211
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<6.0 ]4
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1100 74(111 6.1
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21!1 BOO <S.O
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26 810 <S.O <,8 !HIO <5.0
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75.7 lll711 <5.0
43 690 <:5.0
39 8JU -<S,O
31 761J <S.O
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73 13!Xl <5.IJ
69 1200 •5.0
16 590 <5.0
18 570 <SO
58 !2lXI <S.O
52 9-10 <5.0
8.1 l 7!Xl <5.0
41 990 <S.O
630 2200 <5.0
1200 J4UO <S.O
320 Jf,fX) <5.U
270 1400 <5.D
69 65(/ •"i.0
66 590 <5.0
u,o 1400 <5.0
290 1500 <5.0
38 1700 -<5.0
66 1200 <5.0
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1':ot S..mpJal Due
Nol S•mplotl l>uc
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180 <SO 64
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1':lJV "'ll>OS UO."ll'l1
-
I!!!! I!!
\\a.,,a Sowc~ An:•
MW,19 211,11<}% -c\,O 2IOE ,, " " (DI.) 2/ll/!9% «1.0 "" <l.O ,., <2.0
5/lfl996 <=1.0 " " " <2.0
([}l.) 512/1')% <1.U " J 3) <2.11
71]\l1?96 <'" <1.0 " .. <2.0
1116119% <l.0 " "" '" ,,o
liS/1997 «25 <" 2~1J "" <JO
i/11Jl'J97 <S.O '' " " <W
ll/1,/1?97 <1.0 ,. .. " <2.0
1l/lV1997 ,,o " ,. " <W
Z/5/1?98 <5.0 <5.() " '" <rn
5/611')')~ <;].() '" " " <2.0
ll/711')9~ <ejt] " •• " <<O
11/J/l'J'J~ <5,0 " "" ,. <10
2/ll~l'i'J'J <2,0 <1.0 " " <4.0
511)/]99') <)" <5.0 <,0 " <W
81511')')~ <.~ II .. 5.0 ,. " <,0
1112/199'.l <.5,0 <.5.(1 " , .• <W
m112uuo ,;5_0 <5.0 ., " <W
5l!!/2000 <2.0 HJ '" ... <4.0
!!f\/211()1.) ·'" , .• " " <4,0
l/1M1200I <5.0 '' IJO '" -cLO
7111/lOOL Noo Sampled Duclo "" 1111>12002 Noo Sampled i>ucto "" 71llll'2!Kl2 ""' '""'"' O.,cto Dry
1/2!!/200} Nol
_ ..
i>uela "" 71l01100J <I.O <I.II '' <2.0
llll/21J1)4 <JO <5_0 " <Ul <2'
6121l/l004 <5.0 ' ? .. H. 180 • " . <25 •
Re:ru:d~ion r.,,-f.,.maacc Siandani JJOO '" NA• Nol Analy,cd DL • D1lu11m1 IX'P-d,pb_.«
ma iili
,, u ,,
<1.U <LU <l,U ,., ,., " <1.0 <1.0 '' .. " " " " " " " ,.
<5.0 ,., , .•
" " " " " " ,., ,. , .•
" f,,2 " " '' " '" " " '' '' '·" ,. " '" JJ " <5.0
<5.0 ,.. <5,U
<5.0 '·' <5.0
'" ,., , ..
12.0 12.0 ,.,
22.0 22.0 '·' .,.,_
<>OOmons
oodllion.,
ond11..,.,.
<!.O <LO <1.0 ,., <5.0 <5.0
)) . '" . <5.0 •
,oo ,.,
9IOE
"" ,.,,
" " <,O
<2'
<5.0
'" <5.0
<5.0 ,,
"' <5.11
<2.0
,;5_0
<5.0
<5.U
<5.0
<2.0
<20
<5.0
<1.0
<5.0
<5.0
iiii
Table 5
Groundwater Quality Summary
Macon/Dockery Srte
Richmond County. North Carolina
Page 8 ot 12
. ' <:1.0 <J.O 24•fl2
<LO <LO <3.'I <W
<l.O <I_O <,0 <W
<'" <LO <J_() <" ' <1.0 <3.0 '" <<O <W <l.O <H•
<2' <" <75 <HO
<S.U <S.O <el5 <50
<U) -cl.0 <J_O <10
<5.0 -,5_0 <;\.~ <JO
<5,0 "'5.0 <" <511
<].() <[.(I <J.O ''" <5 0 <5.0 <" <JO
<5,0 <5.0 <!5 <.\O
<2.0 <2.0 <6.0 <20
<5.0 <5.11 <<J <JO
<.1,ll <5.0 <,S ,JO
<5,11 <5.U <" <,0
<5.0 <5,0 '" <JO
<2.U <2.U <6.ll <W
<1.(1 <2.0 <6.0 <JO
<5.0 <.\.O <]~ <JO
<].0 -=1.0 <l.O <W
<5.0 <5.0 <LU .. 120
<5.0• <5.0 ' <,0 <120·
, .. ,oo ,,.,
-

-
----
''" no " <W <W <5.0 <5.IJ <4() <511 <20 <OJO <11,21) <Ill <5.0
" "" <5.0 llOI) " <,O <,0 <0.)0 ,;J.O 0.21 •-10 " <W <W <Su <5.0 "" <50 <W <0.~0 <'" <0.20 ~ 10 <5,0
'" 120 <-5.0 '""' " <50 <20 <()_1() <.l.O <0.21) NA " '" no <'i.0 15ll11 '" <,O ,,o <U.JU <J.O <U,20 NA " "" 120 <HI 2k!X) " <SO " <ll.lll <l!I <ll,20 NA " <W " <5.0 , .. <40 <50 <,O <-0.JO ~HI 0.!2 " " n "" <5.0 , .. <,O <50 <20 ~u.10 <J.0 <UlU NA " 51.2 ,., <5.U '"" 46.5 <5() "' <I 0 seJ () <11,21\ "' ""
" ,0 <5.0 noo <,0 <JO <W <0.30 <-J.O <0.20 "' " " " <5.0 l~l~I <,O <511 •.20 <o.Ju d,0 .. 0.20 " ,,
" "" <5.0 34()1.) .. ...50 " <0.)11 <J.O <0.20 " " <,0 "" <5.0 lJO(J "" <50 " <UW <J.U <0.10 NA ' " ll!f <5.0 noo ''" <SU " .-0.JO <-1.ll <0.20 NA " " " <5.0 1400 ''" <JO <,O 0.JO -<l.l.l <lUO " '"
'"' ,.. <5.0 l8(MJ " " _lll <IUO .. , on NA ,,.
"" "" <5.0 ""' llo " " <()J!l •• 0.25 "' '""' "" "" <5.0 14(1(} " <JO ''" <O.JO <J.O <0,20 " 4110 , .. 220 <iO '"" "" ., .. <O.JII -<J.o .. n.211 "' ~w ,.., '"' <5.0 2IOO ,m '"' " 0.85 '' O.~I NA 1300
'""' "" <5.0 , .. "" nu " ""' ,. 0.35 " ,,,.
N•• S,mpled ""' '" Dry c.,n,J,iimu
N• S.mph,J ""' '" Dry ondnioo,
M" Sampled Due To Dry "ndlllOO<
N•
_.,
""' '" Dry ·,mdmons
"" ., <1.0 "" " <,O " <1.4 <l.O O.JI NA " .. " .cl.O "" <'" <JO <lll <IUO <,0 ' NA " ]JU •
'"' <
<1.0. 1)00 • ". ,;50 • " . N.\• NA• <0.20 · NA· ,., .
'" , .. '" ,oo '" , .. " '' ,,.
mm ==
211411996
512/19%
71.1(1119%
lln/1?%
ll4/19'J7
5112/1997
l\1611997
1111!1!'197
2/(,/!99~
5/511?98
~//,/l'.l'J~
!l/J/1')9~
llll/1?9'.I
51111199'1
l!!61199'J
llll/1999
2117/2()()0
519,2noo
ll/2/2000
1/IX/l!XJJ
7111/21)1)1
111~'2002
7/J0/21~)2
Jnll/llXB
7/l!V20U]
l/l.1/2!Ml4
fJlR/2004
lk1nc,J,a1u,n Pcrfmmai><.~ Standard
NA • NOi AD.llyn:d
<1.0 J.I
<I.II 2.!
<1.0 <l.O
<LO l.~
<I.II I.X
<IO J.J
<Ul 1.1
<1.U IA
<LO <I.O
<I.II 1.4
<!.() -<1.0
<1.0 <l 0
<1.0 1.2
<'.j_() ,;\ 0
<I.O <1,0
<1.U I.!
<l.O <1.0
<e].0 I.]
<l.O l.4
<l.O 1.~
<l.O 2.4
<l.O I
<1.U U
<l.O I.I
<1.0 1.6
<1.ll <Lil
<1.0. IJ.
""' PUP· Duplicalc
liiii iiiil iiiii iiii --Table 5 --
<:1.0 <eLO <l.O 1.2 <1.0
<l.U <IO <2.11 <1.0 .,1_11
<.l.U 1.2 <2.0 <I.fl <LO
.:LO <LO <2.0 <1.0 <el.II
... 1,0 <LO <2.0 <:!.() <l.ll
<LO <I.II <2.0 <J.0 "I.U
<1.0 <1.0 <2 O <l.O <1.0
<l.U <:I.() <2 IJ <l.O <1.0
<:I.II <I.II <HI <1.0 <I.II
<I.II 1 <2,0 <:l.0 <1.0
"1.0 <1.0 <2.ll <1.0 -.1,0
<LU <l.0 <el.O <:].() <:LO
<1.0 <1.U <2.0 <1.0 <1.0
<1.0 <1.0 <2.0 <l.ll <J.()
<1.0 <1.0 <20 <l.O <l.O
.:I.II 1.1 <2.0 <1.0 <1.0
<I IJ 1.9 <2.0 .:1.0 <1.0
<I.I) 1.9 <2.0 <1.0 <1.0
<l.O 1.7 <2.0 <1.0 <1.0
<I.IJ 1.4 <2.0 <1.0 <1.0
<l.O 20 <2.0 <1.0 I.I
<IO l.6 <2.0 <1.0 <1.0
<l.U 2.3 <2.U <1.(1 <1.0
.:tu l.6 <2.0 <LO <l.0
<1.0 2.4 <"2.0 <1,0 <l.O
<".l.(j <'.2.() <50 .:I,() <1.0
<t.o, ~2.u • <5.0, <LO. <I.O-
2{Xl
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 9 ot 12
6.4 <1.0 <1.0 <1.0 <].O <IO «IO <50 <5.0 6.]
<1.0 <!.0 <J.(I <J.O <) 0 <'.[() <'.1{1 .:50 <5.0 <5.0
S.l <!.O <1.0 <l.O <J 0 <IO <10 <50 «5.0 <S.O
<LO sc).O «J.U 1.4 <J,O <10 <JD .,50 <S.O g,J
7.1 s;J.O <LO <I.U <3.0 <IO <JO <10 <5.0 <5.U
7.7 <1.0 <1.0 <l.O <J.0 <10 <10 <SU <S.O <5.0
64 <l.0 <1.0 < 1.0 <3.0 <'.IO <IO <50 <5.0 <50
7 <].() <I.I) <1.0 <3.0 <JO <'.II) <50 <5.0 <5.0
5.7 <1.0 <1.0 <1.0 <30 <IO <IO <50 <S.O "'5.11
6 <1.0 <l.0 < l.O <l.O <IO ..:lfl <~ <S.O <S.O
lO ,;J.O <I.II <I.U <eJ.0 <JO <IO <"Ill <50 <5.0
8.7 <J.0 <I.II < 1.0 <l.O <lO <lO <W <5.0 «5.0
7.6 ,;J.() .cl.fl <l.O <eJ.0 <10 <10 <"50 <5.0 «S.O
'l.] <J.0 <!,O <I U <'.J.U <10 <10 .c5U <5 0 <S.0
6.9 <l.O <1.0 <el,0 <3.0 <JU <10 <50 .:5.0 <5.0
7.5 <1.0 <1.0 <1.0 <'.) 0 <JD <JO <Sil <'.5.D <5.o
7.2 <1.0 <I.O .c!_O <'.J.O <10 <lO <Sil <S.11 <S.O
M.5 -'1.0 <I.O <1.0 <1.0 <JO <Ul <50 <So <5.11
~.9 <1.0 <I.O <1.0 <J.O <'.IO <10 <.\O .cS.O <50
9,6 <1.0 <l.0 «J.O <3.0 <lO <JO <50 <S.O <5.0
10 <1.0 <l.O <l.O ~J.O <JU <JO <50 <5.11 <5.0
LO <1.0 <l.0 <l.O <J.O <lO <'.llJ -<511 <5.0 <S.11
g,2 <l.O ,;J.O <1.0 <].D <'.lO NOT NALYZf DUE TO
g_g <1.0 <l.O <1.0 <10 <10 <JO «so <5.o <5.o
9.0 <l.O <1.0 <1.0 <JO <lO <10 <50 <J.O <5.0
4,0 <LO N"A NA NA NA NA NA NA NA
7.1 • <!.O' NA· NA• N,V NA• <10· <511· <1.0· 14·
, .. '"" JS!Xl '"
-Iii)
<40 .:511 <20 <0.30 <] 0 NA
<4(1 <SO .:10 ~O.]ll 20 NA
<40 <50 <21l "'II.JO <3.0 NA
<'.40 <'.10 <lO <0.30 <e] 0 NA
<'.40 <50 <211 <0.JIJ <'.] Cl NA
<411 «Sil <20 <II.JO <Hl NA
<40 <51) <20 <'.0.30 <'.J.O NA
<41) <50 <W <1.0 <J.o NA
<411 <SO <20 <0.30 <3.0 NA
.c40 <SO <2(1 <0.30 -<l.O NA
<411 <SIi <10 <0.10 <3.0 NA
<40 <50 ~20 <0 .. 10 <J.O NA
<40 <.\II <20 <0 10 «J.O NA
<411 <.\O ~20 <U.30 3.3 NA
<40 <5ll "'20 -<0.311 <J.n NA
<4CI <50 <20 <II.JO <3.U NA
<40 •.50 <20 <0.30 <HI NA
<40 <'.10 <20 <0.30 <'.].D NA
<40 <50 <211 <O.Jtl <.1.U NA
<4(1 .c50 <20 "'11.30 <l O NA
.:40 .:50 <20 <0.30 <].0 NA
«40 <'.5D <20 <It.JO .c].11 NA
LAil LOSS OF Mf.TAL SAMPl.1: NA
,;40 <SO -<20 <D.30 <3.0 NA
<40 <50 <2(1 <11 .. lU <].0 NA
NA NA NA NA NA NA
<40• <50• 'J4• NA· :-:A, NA•
"" '" " ,.,
liilill
"'ill
<W
NA <5.U
NA II
NA <5.0
NA <5.U
NA <'.5.0
NA ~s.o
NA "'5.11
NA <Hl
NA <5.0
NA <5.n
NA <.1.0
NA <'.I.II
NA •SO
NA <5,0
NA <5.U r-A <5.0
NA <S.11
NA <5 II
NA <S.11
NA ~.rn
NA .:5,0
NA <5.0
NA ~s.o
NA K
NA· 5
'"
--
l'ppa M.,,;on
MWll
(DUP)
- -
2115119%
5/J/19%
5/J/1996
7/JOll'J96
Ll/f.11996
2J4Jl9'J7
:1112/l9'l7
M,tlW7
1111111'197
2/51)'>',I~
51)/l'l'l~
~16/l'J'J~
l 11411'!'1~
2Jlll/'l'Ml
51131]'}')9
l'.15/199')
LI/J/19'19
2/17/l!XID
51&/1000
ft/2/2!XID
111~12001
7/1112001
111.112002
7/]00!Xl2
112&/lOUJ
7110/'2(kJJ
llllllllU-1
f,f.!81200-1
<1.0
-'l.U
.:1.0
<1.U
<1.0
<1.0
<1.0
<J.O
<1.0
.:I_IJ
<1.0
<1.0
<LU
<-1.0
-..1.n
-.;J.O
<-1.0
<1.0
-cl.fl
<1.0
<l.O
<1.0
<1.0
<I.II
<:1.0
<1.0
<1.0
<I.O •
-
'' , .. , ..
'' 0 •• •• '' ,.,
<J.S
'" '·' " " " " " " " " "' ..
" " .. ,
,.2 ,.,
J.l.
'" <!.0
<1.0
<1.0
<1.0 ,.,
" ,.,
' 2., ,.,
<I.I)
'' u ,.,
<:J.0 ,.,
u ,.,
<1.0
<l.O
' <1.0
<I.O ,.,
<1.0'
5.1 <2 II <LO <1.0
].K <2,0 <1.U <l.0
4.~ <2.0 U -<1.0
6.J <2.0 ._i_o <l.O
4.9 <2.ll 1.2 <LO
~-2 <2.0 2.7 I
10 <2.11 J.8 <1.0
7.9 <211 2.J "1.0
8 I <2.U J.4 <1.0
11 <2.0 2.6 1.1
7.2 <2.1) ].4 1.8
6.1 <2.0 U I.I
5,4 <2.() l.4 1-4
7.5 <2.11 2.1 1.3
11 <2.0 2.1 2.l
6.9 <2.0 l.2 1.7
H, <l.O 1.6 1.4
5 7 <2,0 1.6 1.8
7.3 <2.0 ].'J 1.7
1.) <l.O 1.6 I.!
S.4 <2.11 U 1.1
)_,; <l.O U IA
4.4 <2.0 •sl.O <LO
5.i <2.0 U .: 1.0
Z.4 <1,0 <l.0 <1.0
1.<J <2.0 <1.0 <!.O
<2.0 <S.O <1.0 <I.O
<2.0 • <S.0 • <1.0 • <l.O •
HOO 70 200 RrnioJml<ID Pcrlorm.Jn,:e 51.u>d.lnl
NA~ Noi A11,1ly1al DL • Dihmnn "'-'f·..,....,.
!I!!! 1!!11 == Table 5
Groundwater Quality Summary
Macon/Dockery Site
Ricilmond County, Nortn Carolina
Page 10 of 12
24 .:1.0 <1.0 <1.0 <J.\) 20
11 <1.0 <l.U <1.0 <J.(l <IO
!1 <LO <1.0 <I.O <l.O <IU
20 <!.0 <l.O <1.0 <l.U <2U
12 <1.0 <1.0 I <l.U <10
16 <1.0 <1.0 <1.ll <l.U <ID
19 <.1.0 <1.0 <el.II -,J.o <IO
14 <l.U <1.0 <1.U <).U <IU
15 <l.0 <!.O <!.O <).O <10
!6 <LIi <l.O <l.O <J.IJ <JO
l2 ~1.0 <1.0 <:1.0 <.,.0 <10
1:> <1.0 <1.U <1.0 <l.O <10
1l <1.0 <1.0 <\.ll <J,O <IU
10 <1.0 <1.0 <1.0 .:J.O <lO
12 <:1.0 <!.0 <!.0 <J.O <!0
7.2 <!.0 <l.0 <:!_0 <l.O <!.0
7.2 <1.0 <l.O <l.O <l.O .:JO
6.J <1.0 <I.U <1.0 <J.O <10
7.l <1.0 <l.O <1.0 <JO <10
6.7 <LO <l.U <l.0 <).0 <IO
(,5 <Lil <1.0 : <LU <).U <10
7.9 <1.0 ,;1.0 <l.O <) 0 <lO
~-9 <l.O <I.O <1.0 <) () <11)
6.6 <1 0 <1.0 -cl.0 <],O <JO
2.9 <1.0 <1.0 .:LO <l.O <IO
~ ,cl_Q <el II <1.0 <l.0 <10
l.6 <1.0 NA NA NA NA
<I~• <IB' NA• NA•~• ~-
'"" "" HOO
" <IO
" ''" ''" NA
-c[O'
"
<l.0'
,ooo
llOO
""' <5.0
'" ..
" " "' 41.I
" " " '" "' "" 6Sll
'"' " "" 200
...
"
liiil tiil
~0.10 n on <10 140.l
<!I.JU 21 <OW <10 HU
<O.JO <J.0 <!I 10 •Ill <).O
<O.JO J.5 <0 lO NA ]~
<0.10 <3 0 <-0.20 NA 10
<O.JO <J.O <0,20 NA l.S
~11.lll <3.11 U.IIX NA 140
~.7 47(1 <-0 20 NA l'J
<1.0 <J.0 NA NA 12
-<0.JI) .cJ_() <()2() NA <HI
<0.10 <l.0 <U.2U NA 9
<II JO <J.O <-0 lU NA 9
<II.JO <:].O <0 111 NA 36
<-0.J!l <-JO <0,2U NA 15
<O 10 <l.0 <0 20 N,\ J I0
<U.JU 6.2 <0.20 NA 110
,.O.JO J.6 <U.20 NA 91
<-II.JO <3.0 <IUII NA Ii
<CU.JO <JU <0,20 NA 14
<U.JO 4.0 <0,10 NA !Jll
<-0.lO <J.U <(I 20 NA 27
<O.JO 5.1 «l.10 NA 110
<-0.JI) -<J.O <0 211 NA <5,0
•U.JU U <0.20 NA 110
.:o JO <].0 <U.20 NA 16
~11.Jll <3.ll <-ll 20 NA JI
NA NA <-0.20 NA 12
-<0.JO · <).O · <0.20 • NA -IX _
,oo '" " '"
I I I I I I
I
g
0
u
I
I
I
I
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''J.------------------l
~=~~=~~~~=~========== VVVVVVVVVV V VVVVVVVVVV
qq=q~qqq~q=oqqqqqqqoq vv,~~v~7"v~;vvvvvvvvv
o. < < yzz
- - - --
l.nwcr Maum
MW 2l 111411996
j12/l'l'J6
7/JWl9%
ll/6119%
2/411997
5112/l'J'/7
1((111997
11/] 111997
mll'19R
5161199i
&/61199~
1114/19')~
211nr1m
511111999
K/5/l'i'l'J
11/311999
Vlf>/2UOII
j/R/2U(K>
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lfl?nUOI
7nOJ2lll)I
11151211()2
7!30'2002 1ns121xn
7/l(l/ZllOl
l/1112004
6/2Y.!0!)4
R""""1l.11ioa Pcrformai,cc S1andan.l
<1.0 U
<L.O J.6
<l.ll 1.1
<Lo J.J
<!.O 4.1
-cl,O 4 4
-<1.0 5,5
<1.0 8.(,
<l.O <J 4
<1,0 ~.M
<l.O 7.1
<J.O 4,7
<l.0
<l.O J.M
<l.O 2.'J
,;J.0 4
<1.0 5.6
-<l.O !◄
<l.O ll
<1.0 14
<1.0 .1.7
<2.0 H
<2.0 50
-.2.0 47
<1.ll 21
<.1.0 5 6
<l.O , l.7.
""' llt'P, ,1up1,co,-
6.l 1.4 <2.0
5.l < 1.0 <l.O
4.4 1.5 <2.U
3.4 <1.0 "'20
S 6 ,cl_() <2_(1
6.5 <LO <2.U
42 I.I <2.0
6.2 2.5 .:2.0
4,2 2 <2.0
44 J.I .:2J1
U l.1 <2.0
< I.I) I.S <2.0
<1.0 l.7 -<2.0
< 1.0 2.4 <2.0
<IO 2.2 <2.0
<1.0 2.6 <2.0
-<t.O 2.6 <2.0
<!.0 2.6 <HI
<1.0 l.7 <2.0
l.O 1.2 <LO
<1.U <1.0 ,;1_0
<2,0 <1.0 <4,0
7.l 2.S <40
5.! <2.0 ,;40
l.! ! <2.ll
<.1.0 <l.O <5.0
<1.0, <2,0 -<5,0•
"
<LO J.2
! 4 1.7
<l.U I.X
<LO 1.9
<I.() 2.7
<1.0 2.9
<1.0 2.8
<1.0 J
< 1.0 2.6
l.7 2,4
<1.0 1.5
<1.11 <1.ll
<l.ll <1.0
<I.II <1.0
<1.0 <!JI
<1.0 <1.0
<l,D <1.0
<Uf U
<1.0 1.4
<1.0 2.0
<10 U
<2,0 ).7
<2.0 4.7
<2.0 4.J
<l.ll U
<1.0 <1.0
<l.O• <1.0,
,oo
!!!!!I
l.J <2.0
2,5 ,;2_0
2.l <l.O
J.4 <l.ll
4J <1.0
4.7 <;1.()
J.l <l.0
4.4 <l.O
U <l.O
4.l <l.O
J.9 <;].0
2.2 <l.O
2.4 <l.O
2.9 <1.0
2.J <LO
2.9 <LO
2.4 <1.0
U <1.0
2.2 <l.ll
l.6 <l.O
! <l.lJ
<2.0 <2 0
<2.U <2.0
<2.U <2.0
<1.0 <l.ll
<1.0 <'.1.0
-== == Table 5
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Page 12 of 12
<2.0 <2.0 <6.0 <20 41
<2.0 <2.11 -<6.0 <20 lJ
<LO <1.0 <J.O <Ill 11
<l.0 <1.0 <J.D <Ill <IO
<1.0 <1.0 ,;J.O <IO II
<1.U -cl,O <J.O <IO 17
,;t_Q <I.II <J.O -<lO <ID
<1.0 <LU <] H <IO <lO
<LO ,;l_O <JO <JO l I
<1.0 <1.0 <3.0 <lO l~
<;!_(t ,;l_l) <J.l\ <10 ll
<LO <LO <J.11 <10 <10
<LIi <I.U -<J.ll <10 II
<1.0 <I.O <J.O <10 11
<LO <l.O <J.U <JU <10
<t.O <I.O <J.n <IO II
<1.0 <l.O <J.O <10 <10
<1.0 <l.O <],O <IU 19
<1.0 <l.O <J,O <IU Jll
<1.0 <l.O <J.O <IU <IO
<l.O <J.O <J.O <10 10
<2.0 <2.0 <6.0 <20 II
<2.0 -<2.0 <6.0 <20 .;llJ
<2.0 <2.0 <6,0 <20 .;[(I
<1.0 <1.0 <l.O <;[O <!O
<:1.0 <1.(1 <2.0 <25 <IO
<UI • <l.0, <l.O, <I.U• -<2.0• <H • 12.
,ooo .. , ""' "
"' "" " <50
" " " <50
n ,.,
'""'
<S.U 22/IO
<eS.O 780
<'.1.0 6~(1
<S.O 270
<S.O 760
<Hl 480
<5.0 520
<5.0 24~
<.\.0 6]11
<S.O 770
-c.\_U MO
<5.IJ Jlll
<.1.0 6]0
<5.0 4611
<.1.0 48()
<5.0 520
-<.1.0 240
<.I.II 'JW
<5.0 17011
<5.0 410
<.I.U IJO
<S.O _1.1,0
<5.0 180
<5,0 21()
<1.0 -44
<1.0 11
<l.0 , Jl -
50 ""
liliiil liii
260 <0.10
96 <OJII
% <OJU
]9 <O.lll
'Jl -<0,JO
67 <O.lU
60 <0.30
17.7 <1.0
65 <0 J
82 <U.J
66 <0.]D
J7 <O.JO
6] <0.]0
48 -<O.JO
54 <O.JU
.17 <O.JO
<20 <O.lO
!!~J <IUD
IKO <O.JO
66 <O.JO
<20 <ll,JII
.II <O.JO
22 <O.JU
22 -<OJO
<20 <0.46
<20 SA
46 • NA•
'" ,..,
liiil
" '' '' •. ,
" " , ..
"-1 n
"' " '" <.10 ,,
"" ., ,.,
«J.O
n.u
2411 u
<J.n ,.,
<J.O
<:],0
<J,O
<],O
<'.] 0 -
" u
iiii iiil -
<IU MOO
< HI 210
NA 26()
NA 170
NA 261.1
NA )OU
NA 240
NA 1311
NA JJO
NA 2'JO
NA Wl
NA !211
NA l◄II
NA !KO
NA 2SO
NA JIO
NA 92
NA .IW
NA •Jgo
NA 260
NA SJ
NA 210
NA M8
NA 140
NA 22
NA 17
NA• C!:)
'"
I
I
I
I 1sample
:Location II
VE-01
I
I
I OW-!
I
I OW-3
I
I OW-5
I
g
SVE E.\hau~t
0
D
I
I
TABLE 6
Air Quality Summary
Macon/Dockery Site• Richmond County, North Carolina
Page 1
Date
I
Chloroform 1,2-Dkhloroctbcne Trichloroetheoe
mir/n1J mPimJ m"lmJ
21':!21\996 <IQ <IQ <IQ
6/)/1996 <10 <10 <10
711/\996 <10 <10 <10
1!/8/1996 <10 <10 <10
6/13/1997 <10 <10 <10
l l/1311997 <2.0 2.3 <!.O
6/l 9/1998 <1.0 <2.0 <2.0
11/4/1998 <2.0 <1.0 <1.0
5/1J/l<J99 <2.0 <2.0 <:.o
11/311999 <Z.O <2.0 <:!.O
5/8~000 <!.O <1.0 <1.0
Y.!1'1996 <10 <10 <10
6/5/1996 <10 <10 <10
7/1/1996 <10 <10 <10
111811996 <10 <10 <10
61'.!3/!997 <IQ <10 <10
I l/13/1997 <!.O <2.0 <2.0
6/191!998 <!.O <2.0 <2.0
1114/1998 <2.0 <!.O <1,0
5/13/1999 <!.O <2,0 <Z.O
1 l/J/1999 <2.0 <!.O <::.O
S/8/2000 <LO <1.0 <LO
2/22/1996 <10 80 <10
615/1996 <10 <10 <10
711/19% 230 <10 <10
1 l/8/1996 <10 <10 <10
6!.!3/1997 <10 ,10 <10
! l/13/l997 <2.0 <2.0 <2.0
6/19/1998 <2.0 <2.0 <2.0
l l/4/1998 <2.0 <2.0 <2.0
S/13/1999 <2.0 <2.0 <2.0.
I l/3/1999 <2.0 <2.0 <2.0
5/Sf2000 <1.0 <1.0 <1.0
Y:.2/1996 <10 380 <10
6/5/1996 <10 <IQ <10
1118/1996 <10 <10 <10
6r:23/1997 <10 <10 <10
l !1!311997 <2.0 <2.0 <2.0
6/]911998 <2.0 <2.0 <2.0
11/411998 <2.0 <!.O <'.!.O
S/13/1999 <2.0 <2.0 <2.0
11/311999 <2.0 <2.0 <2.0
s1Snooo <1.0 <LO <1.0
:!/!411996 <10 <10 <10
2/15/!996 <10 <10 <10
2116/1996 <10 <10 <10
4/3/1996 <10 <10 ,10
6/5/1996 <10 <10 <10
7/1/19% <10 <10 <10
8/I/J9% <10 <10 <10
21511997 <10 ,10 <10
612311997 <10 <10 <10
8i7/1997 <2.0 <2.0 <2.0
l l/1311997 <2.0 <'.!.0 <2.0
216/1998 <2.0 <2.0 <!.O
Sn/1998 <2.0 <2.0 <2.0
817/1998 <2.0 <'.!.O <'.!.O
11/4/1998 <2.0 <2.0 <2.0
:!/l 1/1999 <2.0 <2.0 <2.0
S/1311999 <2.0 <2.0 <2.0
815/1999 <2.0 <2.0 <2.0
11/311999 <!.O <'.!.O <2.0
518/2000 <l.O <l.O <1.0
813nooo <1.0 <!.O <1.0
Toluene
ffiP/mJ
<IQ
<10
<10
<10
<10
<2.0
<2.0
<1.0
<2.0
<2,0
<1.0
<IQ
<10
<10
<10
<10
<2.0
<2.0
<2.0
<.!.O
<2.0
<!.0
<10
<10
<10
<10
<10
<!.O
<2.0
<2.0
<2.0
<2.0
<1.0
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<!.O
45
4]
7]
<IQ
<10
<10
<IQ
<10
<IQ
<2.0
<!.O
<2.0
<2.0
<2.0
<?:.O
<'.!.O
<2,0
<2.0
<2.0
1.2
<1.0
I
I
I
I
I
I
I
I
I
I
I
I
a
n
0
D
I
Sample
Location
SVE Inlet Linc
Unncr Docker,· Air Stack
Lower Dockerv Air Stack
TABLE 6
Air QuaUty Summary
Macon/Dockery Sito• Richmond Counly, North Carolina
Page 2
Date Chloroform I ,Z-Dkbloroetbene Tricbloroctbeoe
me.Im] me./m3 melm3
6/5/1996 57 <10 <10
711/Pl96 <10 <10 <10
2/16/1996 <10 <10 <10
4/3/1996 <10 -::JO <10
615/1996 <10 <10 <10
7/1/!9% <10 <10 <10
8/!/!996 <10 <10 <10
11/8/1996 <10 <10 <10
2/5/l997 <10 <10 <10
5/12/1997 <10 <10 <10
Sn/1997 <?.O <!.O <2.0
l !/13/1997 <:!.0 <2.0 <2.0
2/6/1998 <2.0 <2.0 <2.0
Sn/1998 <2.0 <2.0 <!.O
Sn/1998 <2.0 <2.0 <2.0
11/4/1998 <2.0 · <2.0 <2.0
:!/1 l/!999 <2.0 <2.0 <2.0
S/lJ/1999 <:!.O <2.0 <2.0
8/5/1999 <2.0 <2.0 <!.O
I !/J/1999 <2.0 <?.0 <2.0
5!')/2000 <1.0 <1.0 <1.0
81312000 <1.0 <1.0 <1,0
1/18/200! <LO <1.0 <LO
7/1 !f.!001 <1.0 <l.O <!,O
1/161.!002 <LO <LO <LO
7/3(/2002 <]JI <LO <1.0
!/2812003 S\·Stem Down -Not Sampled
7/16/JOOJ Svstem Dov.n -~ot Samnlcd
l/lJ/2004 <1.0 <1.0 <1.0
6/:!8/2004 <1.0 <1.0 <1.0
413/1996 <10 <10 <10
811/1996 <10 <10 <10
l 1/8/1996 <10 <10 <10
5/12/1997 <10 <10 <10
11113/1997 <2.0 <2.0 <2.0
216/1998 <:!.0 <:!.O <2.0
Sn/!998 <2.0 <2.0 <2.0
8nll998 <2.0 <2.0 <:!.O
11/4/1998 <2.0 <2.0 <2.0
2/11/1999 <LO <2.0 <2.0
S/13/1999 <2.0 <2.0 <2.0
815/!999 <2.0 <2,0 <2.0
1113/1999 <2.0 <2.0 <2.0
S/9/2000 <LO <1.0 <1.0
813/2000 <!.O <1.0 <1.0
1100/01 Svmm Down -i\'ot Samokd
4/::412001 <1.0 I <!.O I <LO
7/11/2001 Svstem Dov.11. :-:01 Samn\ed
713112002 Svstem Do\\TT -i\'ot Sampled
112812003 Svstem Down -:-:01 Samnled
71161'.!003 <l.O I <1.0 I <1.0
1/1312004 <1.0 I <1.0 I <l.O
I
I
I
6128/2004• Remediation Svstem Susnended -Samnle :-:01 Collected
I I I
Lo""cr Dod~ Grnll001>IIG' Rcnalimon S)•l<'m Slllpn:hxl on 3119/04, Samplo nol u,lln1<ll Of a:,aiyro.l
Toluene
11111/mJ
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<?.O
<2.0
<?.0
<2.0
<2.0
<2.0
<2.0
<2.0
<LO
<l.0
<l.0
<LO
<l.0
<LO
<LO
<1.0
<10
<10
<10
<10
<2.0
<2,0
<2.0
<2,0
<2.0
<2.0
<?.O
<2.0
<2.0
<1.0
<1.0
<l.O
<1.0
<1.0
I
I
I
I
I
I
I
I Sam11le
Location
Macori'Cuurce Air Stack
I
I
I
I
I
I
g
g
0
D
TABLE 6
Air Quality Summary
Macon/Dockery Site• Richmond County, North Carolina
Page 3
II Dst, Chloroform 1.2-DkhloroetlH.-ne Trkbloroelhcne
mnlmJ m"'m3 ,nnlmJ
2/16/1996 <IO <IO <IO
413/1996 <10 <IO <10
513/1996 <10 <10 <10
615/1996 50 <IO <10
711/1996 <10 <10 <10
811/1996 <10 <10 <10
ll/8/19'l6 <10 <10 <10
215/1997 <10 <10 <10
5/1211997 <10 <10 <10
Sn/1997 <2.0 <2.0 <2.0
I l/!3/1997 <2.0 <2.0 <2.0
216/1998 <2.0 <2,0 <2.0
5n/1998 <2.0 <2.0 <2.0
8nl1998 <:!.O <!.O <!.O
11/41!998 <2.0 <2.0 <2.0
2/! 1/1999 <2.0 <!.O <2.0
5113/!999 <!.O <!.O <2.0
815/1999 <2.0 <2.0 <2.0
I 1/3/1999 <2.0 <2.0 <2.0
2/17/2000 <2.0 <2.0 <2.0
5/&r.!000 <LO <1.0 <1.0
812/2000 <LO <1.0 <1.0
1118/1001 <LO <1.0 <1.0
711 l/2001 <1.0 <1.0 <1.0
J/16{.2002 <LO <1.0 <1.0
7/31(.!002 <LO <1.0 <1.0
lf.!8/2003 s,;stem [)own -Not Sam"led
7/16/2003 <1.0 <LO <LO
!/13/2004 <!.O <LO <1.0
61.!8/2004 <LO l.2 <1.0
Toluene
1111!'/mJ
<10
<10
<10
<10
<10
<10
<10
<10
<10
<?.O
<2.0
<2.0
<!.O
<2.0
<!.O
<2.0
<2.0
<2.0
<2.0
<2.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<1.0 7
D
I
I
I
I
I
I Sampl,
Locatlon
U/L :-.tacon Air Stack
I
I
I
I
I
I Pro"ert" Linc
I
I
I
I
I
I
I
TABLE 6
Air Quality Summary
Macon/Dockery Site• Richmond County, North Carolina
Page4
Dale Chlorofonn 1,2-Dkhlorocthcne Trkbluroetbene
m11/m] m2/m3 mn/m3
2/16/1996 <IO <IO <IO
S/J/!996 <IO <10 <10
615/1996 <10 <10 <10
7/1/1996 850 <10 29
811/1996 <10 <10 <10
1 !/8/19% <10 <IO <IO
2/5/!997 <10 <10 <10
5/12/1997 <10 <10 <10
817/1997 <!.O <2.0 <!.O
l!/13/1997 <!.O <!.O <2.0
216/1998 <2,0 <2.0 <2.0
Sn/19118 <!.O <?.O <2.0
8nll998 <2.0 <2.0 <2.0
l l/411998 NS :--.'S 1'S
2/11/1999 <2.0 <2.0 <2.0
5/13/1999 <2.0 <2.0 <:!.0
815/1999 <1.0 <2.0 <2.0
l l/311999 <2.0 <2.0 <2.0
:!/!71'.!000 <!.O <?.0 <2.0
5/81'.!000 <1.0 <1.0 <1.0
8!.21'.!000 <LO <1.0 <1.0
1100/00 Svs1cm Down -Not Samnled
4/24f'.!001 <1.0 <LO <LO
7/1112001 <LO <1.0 <1.0
l/161'.!002 <1.0 <1.0 <l.O
7131/2002 !\OT SAMPLED SYSTEM
1/28/2003 <1.0 <1.0 <1.0
7/!6/2003 <1.0 <1.0 <1.0
1/13/2004 <:1.0 <LO <LO
6/28/'.?004 Svstem Down -Not Sam"lcd
2/16/1996 <10 <IO <10
4/3/1996 <10 <10 <10
5/311996 <10 <10 <10
6/511996 <10 <10 <10
7/1/1996 <10 <10 ,10
8/1/1996 <10 <10 <10
11/8/1996 <IO <10 <10
'.?/5/1997 <10 <10 <10
5/1'.?/1997 <10 <IO <10
81711997 <2,0 <2,0 <2.0
11/\3/\997 <2.0 <2.0 <2.0
'.?/611998 <:!.0 <2.0 <LO
Sn/1998 <!..0 <2.0 <2.0
Snt\998 <2.0 <2.0 <2.0
11/41199!\ <2.0 <2.0 <2.0
'.?/11/1999 <2.0 <2.0 <2.0
5113/1999 <2.0 <2.0 <2.0
8/5/1999 <2,0 <2.0 <2.0
11/3/1999 <2.0 <2.0 <2.0
2117f.!000 <2.0 <2.0 <2.0
5/Sf!OOO <1.0 <LO <1.0
8/3/2000 .. Xot analyzed, Ted!ar ba~ dcfla1cd durinu samnlc shi
1/lBf.!00! <1.0 <LO <1.0
7/11/200! <!.O <LO <l.O
l/16f.!OO:? <l.O <1.0 <LO
7131/200::? <1.0 <1.0 <LO
112!\C.003 <1.0 <1.0 <1.0
7116/2003 <1.0 <1.0 <1.0
l/1312004 <1.0 <1.0 <1.0
6/28/2004 <1.0 <l.O <1.0
Toh1e11e
m"lmJ
<IO
<10
<IO
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
NS
<2.0
<2.0
<2.0
<2.0
<?.0
<1.0
<1.0
<LO
<!.O
<1.0
DOW!\
I.]
<l.0
<l.O
<10
<10
<IO
<10
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<!.O
<2.0
<2.0
<l.O
ment ..
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 7
I Table 7
Groundwater Lc,,cl Data
I Macon/Dockery Site
Richmond CounlY, :"rriorth Carolina
Well Date Surn)'Cd Depth to Corrected
:"rriumbcr Casing Groundwater Groundwater
I Elc,·ation irt) (ft) [lc\'ation /fl)
Upper
Docken
IW 15• 2/12/1996 257.10 36.47 220.63
I 2/14/1996 36.96 220.14
2/15/1996 37.43 219.67
2123/1996 38.80 218.30
2/28/1996 37.07 220.03
I 5/2/1996 38.08 219.02
615/1996 37.04 220.06
7/1/1996 38.76 2 I 8.34
7/31/1996 40.25 216.85
I J \/8/1996 38.56 218.54
2/5/1997 37.45 219.65
5/12/1997 37.07 220.03
8/5/1997 38.66 218.44
I I !/12/1997 42.23 214.87
2/411998 33.45 223.65
5/5/1998 33.55 223.55
8/5/1998 40.74 216.36
I 11/3/!998 44.12 212.98
2/10/1999 43.16 213.94
5/12/1999 44.94 212.16
8/5/1999 45.57 211.53
I 11/2/1999 46.12 210.98
2/16/2000 40.91 216.19
5/8/2000 40.78 216.32
8/3/2000 42.85 214.25
I l/18/2001 43.28 213.82
7/11/2001 43.1 ! 2\J.99
l/!6/2002 46.56 210.54
7/3 l/2002 257.10 44.86 212.24
I 1/28/200] 38. 18 218.92
7/!0/2003 33.72 223.38
1/13/2004 42.20 214.90
6/28/2004 43.89 213.2 I
MW 15A 2/!2/1996 257.29 34.77 222.52
5/2/1996 36.02 221.27
6/5/1996 35.96 221.33
711/1996 36.89 220.40
I 7/31/1996 38.20 219.09
11/8/1996 36.!6 221.13
2/5/1997 35.53 221.76
5/12/1997 35.)3 221.96
815/1997 36.88 220.41
11/12/1997 40.04 217.25
2/4/1998 31.91 225.38
5/5/1998 3 !.97 225.32
815/1998 38.55 2l8.74
11/3/1998 41.61 215.68
2/10/1999 40.53 216.76
5/12/1999 42.32 214.97
I 8/5/1999 43.03 2!4.26
11/2/1999 43. I 5 214.14
2/! 6/2000 38.30 218.99
518/2000 38.6] 2 I 8.66 n 813/2000 40.85 216.44
1/181200 I 41.05 216.24
711 \/2001 41.00 216.29
1/16/2002 44.70 212.59
D 7/30/2002 257.29 43.22 214.07
l/28/2003 36.19 221. l 0
7/10/2003 33.66 223.63
1/13/2004 42.24 215.05
D 6/28/2004 43.80 213.49
I
I
I
I
I
I
I
g
u
0
D
I
I
I
I
I
I
Well
~umber
MW !8
MW20
Table 7
Groundwater LHcl Data
Mucon/Dockcry Site
Richmond Countv, ~orth Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elc\'alion fft) (rt) Elcl'ation (ft)
2/12/1996 242.54 30.99 211.55
2/14/l 996 32.80 209.74
2/151! 996 33.62 208.92
5/2/1996 34.40 208.14
6/5/1996 32.J0 210.24
7/1/1996 34.02 208.52
7/3 \fl 996 36.50 206.04
11/8/1996 37.96 204.58
2/5/l 997 35.13 207.41
5/12/1997 34.03 208.51
8/5/1997 33.90 208.64
I 1/12/1997 37.84 204.70
2/4/1998 30.26 2 !2.28
5/5/1998 36.90 205.64
8/5/1998 42.56 199.98
l l/3/1998 46.49 196.05
2/!0/1999 45.18 197.36
5/12/1999 46.27 !96.27
8/5/1999 43.52 199.02
11/2/1999 45.67 196.87
2/16/2000 37.65 204.89
5/8/2000 37.72 204.82
8/3/2000 40.21 202.33
!/I 8/2001 37.26 205.28
7/11/2001 39.40 203.14
1116/2002 40.73 201.81
7/30/2002 242.54 38.68 203.86
1/28/2003 32.55 209.99
7110/2003 24.95 217.59
1/13/2004 37.42 205.12
6/23/2004 38.91 203.63
2/12/1996 265.15 24.34 240.81
2/l 4/1996 25.34 239.81
2/15/1996 25.65 239.50
5/2/1996 22.47 242.68
6/5/1996 27 .25 237.90
7/1/1996 27.80 237.35
7/3!/1996 28.78 236.37
11/8/1996 20.12 245.03
2/5/1997 25.96 239.19
5/12/1997 24.95 240.20
8/5/1997 24.15 24!.00
11/12/1997 26.35 238.80
2/4/1998 16.95 248.20
5/5/1998 19.32 245.83
8/5/1998 27 .79 237.36
! 1/3/1998 26.43 238.72
2/\0/1999 23.68 24!.47
5/12/1999 27 .23 237.92
8/5/1999 28.00 237.15
! 1/2/1999 23.68 241.47
2116/2000 20.17 244.98
5/8/2000 24.32 240.83
8/312000 28.40 236.75
l/!8/2001 30.29 234.86
7/! l/2001 28.46 236.69
l/16/2002 33.49 231.66
7/30/2002 265.15 33.04 232.11
1/28/2003 23.53 241.62
7/10/2003 19.86 245.29
1/13/2004 24.14 241.01
6/28/2004 27 .84 237 .3 I
I
I
I
I
I
I
I
I
I
D
D
D
D
I
Well
~umber
MW 25*
UD-1
Table 7
Groundwater Lc\'CI Data
!\-facon/Dockcry Site
Richmond Countv, ~orth Carolinu
D:lle Surveyed Depth to Corrected
Casing Groundwater Groundwater
Elevation /fl) (ft) Elevation lftl
2/12/1996 227.33 26.90 200.43
2/!4/1996 26.79 200.54
2/15/1996 26.83 200.50
2/2311996 27 .80 199.5)
2/28/1996 26.09 201.24
5/2/1996 25.43 201.90
6/5/1996 25.55 201.78
7/\/1996 26.26 201.07
7/31/1996 27.38 199.95
! !/8/1996 26.29 201.04
2/5/1997 25.27 202.06
5/13/J 997 23.77 203.56
8/5/1997 26.30 201.03
11/12/1997 25.52 201.8 I
2/4/1998 25.46 201.87
5/5/1998 21.28 206.05
8/5/1998 28.37 198.96
I 1/3/1998 28.80 198.53
2/10/1999 28.82 198.51
5/12/1999 28.24 199.09
8/5/1999 30.77 196.56
11/2/1999 32.24 !95.09
2/16/2000 29.93 !97.40
5/8/2000 27.62 199.71
8/3/2000 3 1.85 195.48
1/18/2001 32.02 195.31
7/11/2001 NM
l/16/2002 34.24 193.09
7/31/2002 227.33 33.60 193.73
1/28/2003 28.90 198.43
7/10/2003 23.10 204.23
1/13/2004 28.13 199.20
6/28/2004 29.40 197.93
6/5/1996 251.50 81.78 169.72
7/1/1996 43.30 208.20
7/31/J 996 83.70 167.80
11/8/1996 79.02 172.48
2/5/1997 81.92 169.58
5/!3/1997 82.36 169.14
8/511997 38.02 213.48
11/12/1997 41.01 210.49
2/4/1998 33.76 2 I 7.74
5/511998 35.31 216.19
8/5/1998 78.03 173.47
11/3/1998 74.20 177.30
2/10/1999 74.22 177.28
5/12/1999 52.29 199.21
81511999 75.77 175.73
I 1/2/1999 73.43 178.07
2/16/2000 4 l.18 210.32
5/8/2000 72.93 178.57
8/3/2000 76.60 174.90
l/18/200! 78.24 I 73.26
7/1 ]/2001 43.02 208.48
!/16/2002 76.13 175.37
7/30/2002 251.50 44.08 207.42
]/28/2003 37.99 2 !3.51
7/10/2003 66.21 185.29
1/13/2004 65.60 185.90
6/28/2004 80.12 171.38
I
Table 7
I Groundwater Lc\'CI Data
l\lacon/Dockcry Site
Richmond Cnunh·, ~orth Carolina
Well Date Suneycd Depth to Corrcctrd
Number Casing Groundwater Groundwater
Elevation {fl) (ft) Elc\'ation (fl)
UD-2 6/5/)996 251.42 38.27 2 I 3. l 5
7/1/1996 38.91 212.51
I 7/31/1996 41.15 210.27
J l/8/1996 41.06 210.36
2/5/1997 75.03 176.39
5/\3/1997 78.95 172.47
I 815/1997 39.lJ 212.29
11/12/1997 42.18 209.24
2/4/1998 35.42 2!6.00
5/5/1998 37.41 214.01
I' 8/5/1998 43.50 207.92
11/3/J 998 78.08 173.34
2/10/1999 77.48 173.94
5/12/1999 76.76 174.66
8/5/1999 75.60 175.82
I ln/1999 75.57 175.85
2/16/2000 42.33 209.09
5/8/2000 78.49 172.93
8/3/2000 68.05 183.37
1/18/2001 74.64 I 76.78
7/\ 1/2001 68.91 182.51
1/16/2002 NM
I 7/30/2002 251.42 45.!3 206.29
1/28/2003 38.<JO 212.52
7/10/2003 79.83 171.59
1/13/2004 43.58 207.84
6/28/2004 45.05 206.37
UD-3 6/5/1996 249.66 86.42 163.24
7/1/1996 44.52 205.14
I 7/31/1996 86.69 162.97
11/8/1996 05.81 183.85
2/5/1997 40.12 209.54
5/13/1997 38.95 2 !0.71
8/5/1997 39.!6 210.50
l )/12/1997 42.42 207.24
2/4/1998 35.32 214.34
5/5/1998 84.67 164.99
8/5/1998 83.50 166.16
1113/1998 78.82 170.84
2/10/1999 88.09 16!.57
5/!2/1999 73.42 176.24
8/5/1999 72.37 177.29
11/2/1999 79.06 170.60
2/16/2000 42.50 207.16
51812000 68.86 180.80
8/3/2000 75.15 174.51
I 1/18/200 I 68.59 181.07
7111/2001 85.70 !63.96
1/16/2002 76.01 173.65
7/30/2002 249.66 84.95 164.71
D l/28/2003 38.49 211.17
7/10/2003 85.24 !64.42
l/l 3/2004 44.80 204.86
6/28/2004 68.91 180.75 u
0
I
I
I
I
I
I
I
I
D
I
I
Well
:--;umber
UD-4
UD-5
Tnhlc 7
Groundwater Level Data
i\lacon/Dockcry Site
Richmond Counh·, ~orth Carolina
Date SurVC}'Cd Depth to Corrected
Casing Groundwater Groundwater
Elevation (ft) lft) EIC\'lllion Ht)
6/5/1996 239.07 92.60 146.47
7/1/1996 J;.s2 203.25
7/31/1996 92.37 146.70
I l/8/1996 83.45 155.62
2/5/1997 93.40 145.67
5/13/1997 94.10 144.97
8/5/! 997 30.77 208.30
! 1/12/1997 34.04 205.03
2/4/1998 26.70 212.37
5/5/1998 88.35 150.72
8/5/1998 39.07 200.00
11/3/1998 62.72 176.35
2/10/1999 64.14 174.93
511211999 87.15 151.92
8/5/1999 78.81 160.26
11/2/1999 77.21 161.86
2/16/2000 33.86 205.21
5/8/2000 85.83 153.19
8/3/2000 88.62 150.45
1/18/2001 34.04 205.03
7/11/2001 36.41 202.66
1/16/2002 71.33 167.74
7/30/2002 239.07 54.50 184.57
1/28/2003 29.117 209.20
7/10/2003 17.20 22!.87
1/13/2004 72.30 166.77
6/28/2004 70.15 168.92
6151\ 996 239.02 28.01 211.01
7/1/1996 32.35 206.67
7/31/1996 35.00 204.02
11/8/1996 34.8 I 204.21
2/5/1997 32.15 206.87
5/13/1997 30.59 208.43
8/5/1997 30.20 208.82
I !/12/1997 33.83 205.19
2/4/1998 26.12 212.90
5151\ 998 70.09 168.93
8/5/1998 77 .23 161.79
11/3/1998 81.40 157.62
2/10/1999 45.97 193.05
5/12/1999 61.76 177 .26
8/5/1999 40.68 198.34
11/2/1999 42.35 196.67
2/16/2000 33.28 205.74
5/8/2000 35.83 203.19
8/3/2000 34.63 204.39
1/18/2001 33.55 205.47
7/1 JnOOI 36.42 202.60
1/16/2002 36.30 202.72
7/30/2002 239.02 35.43 203.59
1/28/2003 28.76 210.26
7/10/2003 16.62 222.40
1/13/2004 68.40 170.62
6/28/2004 35. ! I 203.91
I
I Table 7
Groundwater Level Data
I ;\lacon/Dockery Site
Richmond CountY. :'-iorth Carolina
Wl'II Date Sunep:d Depth to Corrected
'.'\umber Casing Groundwater Groundwater
I Elevation (ft) "" Ele\'alion (fl)
UD-6 6/5/1996 240.91 29.60 211.31
7/1/)()96 34.20 206.71
7/31/1996 32.79 208.12
I 11/8/1996 58.25 182.66
21511997 56.03 184.88
5/13/1997 30.04 210.87
8/5/1997 JI.OS 209.86
11/12/1997 34.55 206.36
2/4/1998 26.56 214.35
5/5/1998 57.83 183.08
8/5/1998 64.94 175.97
ft 11/3/1998 69.51 171.40
2/10/1999 68.86 172.05
5/12/1999 70.25 170.66
8/5/1999 68.63 172.28 u I 1/2/1999 72.92 167.99
2/16/2000 33.52 207.39
5/8/2000 63.83 177.08
8/3/2000 34.90 206.01
I 1/18/2001 34.21 206.70
7/1 l/2001 DRY DRY
!/\6/2002 37.95 202.96
7/30/2002 240.91 3S.95 204.96
I 1/28/2003 29.59 2 I 1.32
7/10/2003 19.36 221.55
l/lJ/2004 36.34 204.57
6/28/2004 36.92 203.99
UD-7 61511996 255.56 33.67 221.89
711/1996 26.35 229.21
7/31/1996 24.78 230.78
I 11/8/1996 16.21 239.35
2/5/1997 80.73 174.83
5/13/1997 60.14 195.42
8/5/1997 19.81 235.75
I 11/12/1997 22.68 232.88
2/4/1998 11.64 243.92
5/5/1998 26.06 229.50
8/5/1998 77.38 178.!8
11/3/!998 DRY DRY
2/10/1999 80.83 174.73
511211999 80.04 175.52
8/5/1999 24.23 231.33
I 11/2/1999 20. 10 235.46
2/16/2000 16.43 239.13
5/8/2000 19.71 235.85
8/3/2000 26.46 229.10
I 1/13/2001 74.37 181.19
7/11/2001 25.40 230.16
1/16/2002 30.73 224.83
7/30/2002 255.56 29.70 225.86
I 1/28/2003 19.51 236.05
7/10/2003 I 3.55 237.0 I
1/13/2004 19.60 235.96
, 6/28/2004 19.19 236.37
I
I
I
I
I
I
I
0
D
I
I
I
I
I
I
I
I
I
I
Well
Number
UD-8
" cken-
MW 16
Table 7
Ground\\ater Level Data
M11con/Dockcry Site
Richmond Countv, 1''orlh Carolina
Date Surnycd Depth to Corrected
Casing Groundwater Groundwater
Elcv11tion (ft) 1ft) Eln:alion ((t)
6/5/1996 259.43 34.43 225.00
7/1/!996 40.21 219.22
7/31/1996 37.50 221.93
11/8/1996 34.24 225.19
5/13/1997 33.61 225.82
8/5/1997 35.27 224.16
JJ/12/l997 39.24 220.19
2/4/J 998 29.12 230.31
5/5/1998 30.46 228.97
8/5/1998 39.37 220.06
11/3/1998 62.26 197.17
2/!0/1999 67 .61 191.82
5/! 2/1999 73.95 185.48
8/5/1999 42.15 217.28
11/2/1999 41.58 217 .85
2/16/2000 35.5 ! 223.92
5/8/2000 37.34 222.09
8/3/2000 40.00 219.43
1/18/2001 40.87 218.56
7/11/2001 40.72 218.7 l
\/16/2002 44.89 214.54
7/30/2002 259.43 43.!7 216.26
J/28/2003 34.85 224.58
7/10/2003 I 8.75 240.68
1/13/2004 70.90 188.53
6/28/2004 66.30 193. 13
2/14/1996 159.97 31.40 128.57
2/15/1996 3 1.72 128.25
2/23/1996 32.87 127. IO
5/2/1996 32.70 127 .27
6/5/1996 31.79 128.18
7/1/!996 31.89 128.08
7/31/1996 33.48 126.49
! 1/8/1996 33.45 126.52
2/5/1997 30.13 129.84
5/13/1997 33.01 126.96
8/5/1997 33.74 126.23
l 1/12/1997 33.23 126.74
2/4/1998 29.63 130.34
5/5/1998 32.22 127.75
8/5/1998 JJ.88 126.09
11/3/1998 33.43 126.54
2/10/1999 32.76 127.21
5/12/1999 JJ.35 126.62
8/5/1999 34. !2 125.85
l 1/2/1999 34.56 125.4 I
2/16/2000 30.21 129.76
5/8/2000 NIA N/A
8/3/2000 NIA NIA
1/18/2001 Not Measured -Obstruction
7/11/2001 32.62 127.35
1/16/2002 33.08 126.89
7/31/2002 159.97 34.26 125.71
1/28/2003 31.06 128.91
711012003 32.72 127.25
1/13/2004 32.58 127.39
6/28/2004 32.45 127.52
I
0
D
I
I
I
I
I
I
I
I
I
I
I
Well
:\umber
M\\'24•
LD-1
Table 7
Groundwater Level Data
~1acon/Dockcry Site
Richmond County, c°'iorth Carolina
Dute Surveyed Depth to Corrected
Casing Groundwater Groundwater
Ele,·ation (ft) 1ft) F.lcvration (fl)
2/!4/1996 132.99 5.75 127 .24
2/15/1996 5.95 127.04
2/2)/1996 6.90 126.09
2/28/1996 6.1 S 126.84
5/2/1996 6.56 126.43
61511996 6.35 126.64
7/l/1996 6.75 126.24
8/1/1996 6.91 126.08
11/8/1996 7.06 125.93
2/5/\ 997 5.44 127.55
5/13/1997 6.65 126.34
8/5/1997 7.61 125.38
11/12/1997 6.86 126.13
2/4/1998 4.98 128.0 !
5/5/] 998 6.37 126.62
8/5/] 998 7.76 125.23
1\/3/1998 7.35 125.64
2/10/1999 6.59 126.40
5/12/! 999 7.50 125.49
8/5/1999 8.31 124.68
11/2/1999 8.12 124.87
2116nooo 5.01 [27.98
5/8/2000 7.47 125.52
8/3/2000 9.15 123.84
l/l 8/2001 6.03 126.96
7/11.'2001 7.36 125.63
1/16/2002 7.01 125.98
7/31/2002 132.99 8.28 124.71
l/28/2003 6.00 126.99
7/10/2003 7.65 125.34
1/13/2004 6.67 126.32
6/28/2004 7.42 125.57
6/5/1996 161.14 32.71 128.43
7/1/1996 33.52 127.62
7/31/1996 46.27 114.87
11/8/1996 56.64 104.50
2/5/1997 31.IJ 130.0 I
5/13/1997 56.46 104.68
8/5/1997 56.45 104.69
11/12/1997 56.47 104.67
2/4/1998 30.48 130.66
5/5/1998 55.3 105.84
8/5/1998 56.45 104.69
11/3/1998 56.42 104.72
2/10/1999 56.40 104.74
5/12/1999 56.40 !04.74
8/5/! 999 56.43 104.71
I !/2/1999 56.43 104.71
2/16/2000 31.32 129.82
5/8/2000 56.38 104.76
8/3/2000 NIA NIA
1/18/200 I 32.59 128.55
7/11/2001 34.95 126.19
1/16/2002 34.00 127 .14
7/30/2002 161.14 35.12 126.02
1/28/2003 32.09 129.05
7/10/2003 31.99 129.15
1/l 3/2004 33.40 127.74
6/28/2004 Not Measured -System Susspcnded
I
I Table 7
Groundwater Lcnl Data
Macon/Dockery Site
Richmond Counn·, ~orth Cnrolina
Well Date Sur\'eycd Depth to Corrected
'.\'umber Casing Ground"atcr Groundwater
I Elevation 1ft) lfl) Elevation (ft)
LD-2 6/5/1996 154.80 26.93 127.87
7/1/1996 26.98 127.82
7/3 l/1996 35.50 119.30
I 11/8/!996 55.39 99.41
2/5/1997 25.28 129.52
5/13/1997 54.45 100.35
8/5/1997 55.49 99.3 I
I l l/12/1997 55.48 99.32
2/4/1998 25.12 129.68
5/5/1998 55.02 99.78
8/5/1998 55.45 99.35
I I \/3/1998 55.43 99.37
2/10/1999 55.40 99.40
5/12/1999 55.39 99.41
8/5/1999 55.43 99.37
I l !/2/1999 55.40 99.40
2/16/2000 25.42 129.38
5/8/2000 57.96 96.84
8/3/2000 NI/\ NI/\
I 1/18/200 l 26.66 128.14
7/11/200 I 28.13 126.67
1/16/2002 28.26 126.54
7/30/2002 154.80 29.32 125.48
I 1/28/2003 26.25 ! 28.55
7/10/2003 48.60 106.20
1/13/2004 47.95 106.85
6/28/2004 Not Measured• System Susspended
I LD-3 6/5/1996 150.02 22.64 127.38
7/1/1996 22.70 127.32
7/31/1996 27.75 122.27
I 11/8/1996 35.18 I I 4.84
2/5/1997 20.97 129.05
5/!3/1997 34.81 115.21
8/5/1997 36.92 113.10
I
1 \/12/1997 44,76 105.26
2/4/1998 20.64 129.38
5/5/1998 37.44 112.58
8/5/!998 39.58 110.44
I 11/3/1998 38.87 111.15
2/10/1999 40.25 109.77
5/12/1999 42.65 107.37
8/5/1999 43.35 106.67
I 1/2/1999 50.98 99.04
I 2/16/2000 20.93 129.09
5/8/2000 50.64 99.38
8/3/2000 51.00 99.02
1/18/200! 22.37 127.65 I 7/111200) 23.56 ! 26.46
\/!6/2002 23.85 126.17
7/30/2002 150.02 24.55 125.47
1/28/2003 22.05 127.97
I 7/10/2003 41.79 108.23
l/13/2004 24.86 125.16
6/28/2004 Not Measured -Sys1cm Susspcndcd
I
I
I
I Table 7
Groundwater Le\"CI Data
I ,\Jacon/Dockcry Site
H.ichmond CountY, !'iorth Carolina
Wrll Dute Sun·eycd Depth to Corrected
:\"umber Casing Groundwater Groundwater
I Elevation (ft) {ft) Elcn1tiun fftl
LD-4 6/5/1996 148.16 20.67 127.49
7/1/1996 20.83 127.33
7/31/1996 24.50 123.66
I 11/8/1996 29.59 l 18.57
2/5/!997 18.96 129.20
5/1 J/1997 29.08 ! 19.08
8/5/1997 30.04 118.12
I 11/12/1997 32.79 115.37
2/4/1998 18.50 !29.66
5/5/1998 29.36 I 18.80
8/5/1998 31.l I ! 17.05
11/3/1998 30.63 l 17.53
2/10/1999 31.09 117.07
5/12/1999 31.92 I 16.24
8/5/1999 32.77 ! 15.39
0 ! 1/2/1999 36.77 11 !.39
211612000 19.37 128.79
5/8/2000 35.3 I 112.85
8/3/2000 36.74 111.42
D 1/18/2001 20.40 127.76
7/11/2001 21.93 !26.23
l/16/2002 21.93 126,23
7/30/2002 148.16 22.78 125.38
0 1/28/2003 . 20.07 !28.09
7/10/2003 45.44 102.72
]/l]/2004 28.60 119.56
6/28/2004 Not Mc[lsurcd • System Susspcndcd
LD-5 6/5/1996 168.03 26.49 141.54
7/1/1996 34.66 133.37
7/31/1996 45.48 122.55
11/8/1996 45.86 122.17
2/5/1997 25.5 I 142.52
5/13/1997 50.26 117.77
8/5/1997 45.75 122.28
I ! 1/12/1997 45.75 122.28
2/4/1998 18.73 149.30
5/5/1998 45.39 122.64
8/5/1998 45.76 122.27
I l \/3/1998 45.78 122.25
2/10/1999 45.78 122.25
5/12/1999 45.74 122.29
8/5/1999 45.75 122.28
I 11/2/1999 45.74 122.29
2/ l 6/2000 25.06 142.97
5/8/2000 45.42 122.61
8/3/2000 45.77 122.26
I !/18/2001 29.85 138. I 8
7/11/2001 26.65 141.38
l/16/2002 )4.)5 133.68
7/30/2002 168.03 29.72 138.Jl
1/28/2003 29.48 138.55 I 7/ !0/2003 42.30 125.73
I/ !3/2004 35.95 132.08
6/28/2004 Not Measured• System Susspendcd
I Table 7
Groundwater Lc\'I'\ Data
I Macon/Dockery Site
Richmond Count,·, :".orth Carolina
Well Date Sun·e)'cd Deplh to Corrected
.',umber Casing Groundwater Groundwater
I Elcntion fft) Ht) Elcrntion tftl
;\I aeon Source Arca
MW2 2/12/1996 23 !.39 37.20 194.19
4/2/! 996 38.33 193.06
I 5/1/1996 38.78 192.61
6/5/1996 38.96 192.43
7/1/1996 40.52 190.87
8/1/1996 43.21 188.18
I 11/8/1996 41.32 190.07
2/4/1997 38.83 192.56
5/!2/1997 34.71 196.68
8/5/1997 35.36 !96.03
I 11/12/1997 4 1.54 ! 89.85
2/4/1998 37.43 193.96
5/5/1998 32.78 198.6!
8/611998 35.93 195.46
I J/3/\ 998 38.19 193.20
2/10/1999 38.80 192.59
5/12/1999 39.99 19!.40
8/S/! 999 40.49 190.90
D ! 1/2/1999 42.33 !89.06
2/16/2000 37.84 193.55
5/8/2000 38.14 193.25
8/3/2000 45.80 185.59
D Ill 8/200 I 41.19 190.20
7/10/2001 39.74 191.65
1/16/2002 43.16 188.23
7/30/2002 231.39 43.15 188.24
0 1/28/2003 39.50 191.89
7/10/2003 33.40 197.99
l/13/2004 37.86 193.53
6/28/2004 38.95 192.44-·
MW2A 2/12/1996 230.83 37.45 193.38
2/14/! 996 37.56 193.27
2/23/1996 39.78 191.05
ll 2/28/1996 39.00 191.83
511/1996 38.68 I 92.15
6/5/1996 39.18 191.65
7/1/1996 40.37 !90.46
I 7/30/1996 43.57 187 .26
! 1/8/1996 40.91 189.92
2/4/1997 38.70 192.13
5/12/1997 35.06 195.77
I 8/5/1997 35.73 195.10
11/12/1997 41.25 189.58
2/4/1998 37.22 193.61
5/5/! 998 32.66 I 98.17
I
8/6/J 998 35.76 195.07
! 1/311998 37.90 192.93
2/10/1999 38.45 !92.38
5/12/1999 39.71 191.12
I 8/5/1999 40.39 190.44
11/2/1999 42.07 188.76
2/16/2000 38.05 192. 78
5/8/2000 38.35 l 92.48
I
8/3/2000 42.39 188.44
l/18/2001 41.44 189.39
7/10/2001 40.65 190.18
1/16/2002 43.05 187.78
I
7/30/2002 230.83 43.76 187.07
1/28/2003 39.80 191.03
7/10/2003 34.10 196.73
!/l 3/2004 37.97 192.86
6/28/2004 39.11 !91.72 I
I
I Table 7
Groundwater Lcnl Data
;\1acun/Dockcry Site
Richmond Counh·. :\'orth Carolina
I Well Date Survc~·cd Depth to Corrected
:'iumbcr Casing Groundwater Groundw11tcr
F.lnation (ft) (ft) Elevation (ft)
MW) 2/12/1996 220.67 26.60 194.07
I ;/1/1996 28.35 )92.32
6/5/1996 28.16 I 92.51
7/1/19% 29.86 190.81
8/111996 30.01 190.66
I !\/8/1996 28.57 I 92.10
2/4/1997 26.03 194.64
5112/1997 27.50 193.17
8/5/1997 26.08 194.59
11/12/1997 28.51 192.16
2/4/1998 23.79 !96.SS
5/5/1998 21.44 199.23
8/6/1998 23.39 I 97.28
g J \/)/!998 24.26 196.41
2/10/1999 42.46 178.21
5/12/1999 25.26 195.41
8/5/\ 999 26.64 194.03
u 11/2/1999 28.92 191.75
2/16/2000 27.05 193.62
5/8/2000 27.58 19).09
8/3/2000 29.33 191.34
0 l/18/200! 31.82 188.85
7/l 1/2001 33.10 187.57
1/16/2002 35.98 184.69
7/30/2002 220.67 37.30 I 83.37
0 1/28/2003 33.34 187.))
7/10/2003 25.35 195.32
l/13/2004 28.80 191.87
6/28/2004 30.05 190.62
u MW5 2/12/1996 234.Sl 37.62 196.89
4/2/1996 37.94 196.57
51111996 38.02 I 96.49
6/5/1996 38.00 196.51
7/1/1996 39.69 194.82
8/1/1996 39.50 195.01
11/8/1996 37.17 197.34
2/4/1997 35.29 199.22
5/12/1997 33.60 200.91
8/5/1997 36.05 !98.46
11/12/1997 38.44 196.07
I 2/4/1998 32.77 201.74
5/5/1998 28.49 206.02
8/6/1998 31.72 202.79
I 1/3/1998 ll.02 201.49
I
2/!0/! 999 33.61 200.90
5/12/1999 34.64 199.87
8/5/1999 36.7! l 97 .80
11/2/1999 38.98 195.53
I
2/l 6/2000 37.11 197.40
5/8/2000 38.27 196.24
8/3/2000 39.92 194.59
II! 8/200 I 43.30 191.21
I 7/10/2001 44.69 189.82
J/16/2002 48.69 185.82
7/30/2002 234.51 50.85 183.66
1/28/2003 42.85 191.66
I
7/10/2003 26.17 208.34
1/13/2004 39.25 195.26
6/28/2004 41.70 192.81
I
I
I Table 7
Groundwater Lcn!l Data
;\!aeon/Dockery Site
Richmond Countv. ~orth Carolina
I Well Date Sun-'cyed Depth to Corrected
;\'umber Casing Groundwalcr Groundwater
EIHation (ftl lft) Elevation 1ft)
MW6 2/1211996 237.13 39.79 197.34
I 4/2/1996 41.6 I ! 95.52
5/l/1996 41.90 !95.23
6/5/1996 39.05 198.08
7/1/1996 41.72 195.41
I 7/30/1996 44.27 192.86
l l/8/1996 44.05 193.08
2/4/1997 39.08 198.05
5/12/1997 38.53 !98.60
8/5/1997 39.86 197.27
! !/!2/1997 43.73 193.40
2/4/1998 40.43 196.70
5/5/!998 33.82 203.31
8/6/1998 37.85 199.28
l l/3/1998 37.88 199.25
2/10/1999 38.77 198.36
5/12/1999 42.45 194.68
g 8/5/1999 43.18 !93.95
I I/2/1999 42.86 194.27
2/16/2000 40.74 196.39
5/8/2000 40. IJ 197.00
0 8/3/2000 43.55 193.58
1/18/2001 46.32 190.Sl
7/10/2001 43.03 !94.10
l/16/2002 44.88 192.25
0 7/30/2002 237.!3 47.30 189.83
1/28/2003 42.81 194.32
7/10/2003 35.56 201.57
1/13/2004 41.12 196.0!
D 6/28/2004 43.16 193.97
MW7 2/\2/1996 228.4 l 35.57 192.84
4/2/1996 36.23 192.18
D 5/!/1996 36.63 191.78
6/5/1996 37.05 !91.36
7/1/1996 38.32 190.09
8/1/1996 38.26 190.15
11/8/1996 38.69 189.72
2/4/1997 36.60 191.81
5/12/1997 33.34 195.07
8/5/1997 33.96 194.45
I 11/12/!997 39.10 I 89.3 I
2/4/1998 34.80 193.61
5/5/1998 30.41 198.00
8/6/1998 33.66 I 94.75
I l l/4/1998 35.84 192.57
2/10/1999 36.31 192.10
5/12/1999 37.67 190.74
8/5/1999 38.34 !90.07
11/2/1999 40.04 188.37
I 2/16/2000 36.30 I 92.11
5/8/2000 37.01 191.40
813/2000 46.40 182.01
J/18/200 I 39.82 188.59 I 7/10/2001 44.33 184.08
!/!6/2002 40.76 187.65
7/30/2002 228.4 ! 4 l.55 186.86
1/28/2003 38.02 190.39 I 7/10/2003 32.38 !96.03
1/13/2004 36.25 !92.16
6/28/2004 38.12 190.19
I
I
I Table 7
Groundwater Len! Data
i\lacon/Dockcry Site
I Richmond Count,·, ;'l;orlh Carolina
Well Date Survclcd Depth to Corrected
1\'umbcr Casing Groundwater Groundwater
Elevation tft) (fl) Elevation 1ft)
I MWS 2/!2/1996 234.54 39.93 194.56
4/2/1996 40.07 194.47
5/1/1996 41.01 193.53
6/5/1996 41.51 193.03
I 7/1/1996 43.26 I 9 !.28
8/1/1996 43.88 190.66
2/4/1997 42.76 191.78
5/12/1997 37. 15 197.39
8/5/1997 38.69 195.85
I 1/12/1997 42.24 192.30
2/4/1998 36.18 198.36
5/5/1998 32.60 201.94
I 8/6/1998 35.02 199.52
11/3/1998 36.66 197 .88
2/10/1999 36.69 197.85
5/12/1999 37.91 196.63
8/5/1999 40.24 194.30
I I 1/2/1999 42.64 I 91.90
2/16/2000 38.90 195.64
5/8/2000 41.58 192.96
8/3/2000 44.28 190.26
0 !/18/2001 45.25 189.29
7/10/2001 44.94 189.60
1/16/2002 45.79 188.75
7/30/2002 234.54 47.15 187.39
0 1/28/2003 43.17. 191.37
7/10/2003 38.05 196.49
1/13/2004 42.41 192.13
6/28/2004 44.51 190.03
I MW SA 2/12/1996 234.44 44.83 189.61
4/2/1996 45.53 188.91
5/1/1996 45.81 188.63
6/5/1996 45.73 188.7 I
7/1/1996 49.12 185.32
8/!/1996 46.92 187.52
2/4/! 997 44.27 190.17
I 5/12/1997 44.93 I 89.51
8/5/1997 45.82 188.62
I !/12/1997 47.68 186.76
2/4/1998 33.47 200.97
I 5/5/1998 39.18 195.26
8/5/1998 43.38 191.06
I J/3/1998 44.02 190.42
2/10/1999 42.2! 192.23
I 5/12/1999 43.30 ]9J.14
8/5/1999 44.93 I 89.5 !
11/2/1999 47.10 187.34
2/16/2000 44.11 190.33
I 5/8/2000 48.41 186.03
8/3/2000 48.10 186.34
1/18/2001 51.71 182.73
7/l0/200! 52.70 18!.74
I 1/16/2002 53.33 181.l I
7/30/2002 234.44 56.13 178.31
1/28/2003 48.96 185.48
7/10/2003 42.65 191.79
I l/13/2004 42.70 191.74
6/28/2004 44.85 189.59
I
I Tahlc 7
Groundwater Level Datu
I '.\lacon/Dockery Site
Richmond Counh·, Sorth Carolina
Well Date SurvC)'Cd Depth to Corrected
:-,;'umber Casing Groundwater Groundwater
EIC\'lllion (fl) Ut) EleYation (ft)
I ~!W 9"' 2/12/1996 254.08 46.60 207.48
2/14/1996 46.70 207.JS
2/15/1996 47.68 206.40
I 2/23/1996 44.03 210.05
2/28/1996 46.04 208.04
51111996 43.55 210.53
6/5/1996 42.89 2 l 1.19
7/1/1996 42.84 2 l 1.24
I 7/30/1996 42.30 211.78
I J/8/1996 40.65 213.43
2/4/J 997 41.68 212.40
5/12/1997 41.57 212.5 I
I 8/5/1997 43.38 210.70
! 1/12/1997 43.24 210.84
2/4/1998 38.80 215.28
5/5/1998 35.43 218.65
I 8/6/1 ()98 39.84 214.24
11/3/1998 40.46 213.62
2/10/1999 40.98 213. JO
5/12/1999 41.36 212.72
I 8/5/1999 43.25 210.83
J l/2/1999 43.89 210.19
2/16/2000 48.36 205.72
5/8/2000 42.87 211.2 !
I 8/3/2000 44.45 209.63
Ill 8/2001 46.97 207.11
7/10/2001 47.85 206.23
1/16/2002 DRY
7/30/2002 254.08 DRY
1/28/2003 48.93 205.15
7/10/2003 40.77 213.31
1/13/2004 42.66 211.42
I 6/28/2004 44.45 209.63
MW 10 2/12/1996 265.51 41.03 224.48
2/15/1996 40.88 224.63 • 4/2/1996 36.98 228.53
5/1/1996 35.76 229.75
6/5/1996 35.90 229.61
7/1/1996 35.96 229.55
7/30/1996 35.98 229.53
11/8/1996 33.31 232.20
2/4/1997 34.13 231.38
5/12/1997 33.64 231.87
8/5/1997 36.87 228.64
11/12/1997 38.41 227.10
2/4/1998 27.34 238. l 7
5/5/1998 26.19 239.32
8/6/1998 33.07 232.44
11/3/1998 33.78 231.73
2/10/1999 33.85 231.66
5/12/1999 34.86 230.65
g 8/5/1999 38.09 227.42
11/2/1999 40.02 225.49
2/16/2000 37. I 7 228.34
5/8/2000 37.95 227.56 a 8/3/2000 39.65 225.86
1/18/2001 44.16 221.35
7/10/2001 44.57 220.94
1/16/2002 48.92 216.59
I 7/30/2002 265.5 I 50.18 215.33
1/28/2003 49.02 216.49
7/!0/2003 34.01 231.50
J/13/2004 38.55 226.96
0 6/28/2004 45.45 220.06
I
T11hle 7
I Groundwnter Lc"·el Data
;\-1acon/Dockery Site
H.ichmond Countv, :'forth Carolina
Well Date Surnyed Depth to Corrected
I l'iumbcr Casing Ground\\atcr Groundwater
Ele\'afion Cftl {ft) [lcvatlon (ft)
MW\\" 2/12/1996 271.92 30.72 241.20
2/23/1996 Ji.00 240.92
I 2/28/1996 30.00 241.92
5/1/1996 30.31 241.6 I
6/5/1996 31.41 240.51
7/1/1996 32.92 239.00
I 7/30/1996 34.42 237.50
11/8/1996 27.60 244,)2
2/4/1997 27 .26 244.66
5/!2/!997 25.72 246.20
I 8/5/1997 30.63 241.29
11/12/1997 34.08 237.84
2/4/! 998 19.95 251.97
5/5/!998 20.88 251.04
I 8/6/] 998 29.66 242.26
I \/3/1998 29.72 242.20
2/10/1999 26.02 245.90
5/12/1999 30.16 24 l.76
I 8/5/1999 35.27 236.65
I !/2/l 999 34.61 237.31
2/16/2000 27.39 244.53
5/8/2000 30.73 241.19
I 8/3/2000 36.60 235.32
l/!8/2001 38.79 233.13
7/10/2001 36.66 235.26
1/16/2002 43.89 228.03
I 7/30/2002 271.92 42.63 229.29
1/28/2003 30.34 241.58
7/10/2003 24.90 247.02
1/13/2004 · 32.79 239.13
I 6/28/2004 35.01 236.91
MWllA 2/12/1996 270.28 30.22 240.06
4/2/1996 27.05 243.23
I 5/1/1996 28.0S 242.23
6/5/1996 30.62 239.66
7/1/1996 32.1 S 238. 13
7/30/1996 33.11 237 .17
I 11/8/1996 27.15 243. 13
2/4/1997 26.94 243.34
S/12/1997 25.35 244.93
8/5/1997 29.60 240.68
I 11/12/1997 33.25 237.03
2/4/1998 19.90 250.38
5/5/1998 20.35 249.93
8/6/1998 29.12 241.16
I 11/3/1998 28.98 241.30
2/10/1999 25.82 244.46
5/! 2/1999 29.68 240.60
81511999 34.48 235.80
I 1 l/2/1999 33.72 236.56
2/16/2000 27.30 242.98
5/8/2000 30.13 240. I 5
8/312000 35.15 235. I 3
I 1/18/2001 37.88 232.40
7/10/2001 36.06 234.22
1/16/2002 42.85 227.43
7/30/2002 270.28 42.75 227.53
I 1/28/2003 30.02 240.26
7/10/2003 24.20 246.08
1/13/2004 31.96 238.32
6/28/2004 34.18 236.10
I
I Table 7
Ground\\Uter Lc,·cl Data
~lncon/Dockcry Site
Richmond Counl\', '°urth Carolinu
I Well Date Suncycd Depth to Corrected
~umber Casing Groundwater Groundw:itcr
Ele\'ation Cft) 'ft) Elc\'ation (ft)
MW 19• 2/12/1996 236.89 38.49 ! 98.40
I 2/!4/1996 38.82 !98.07
2/23/1996 40.90 195.99
2/28/1996 40.50 196.39
5/1/1996 38.44 198.45
I 6/5/1996 37.9! 198,98
7/1/1996 39.23 197.66
7/30/1996 39.65 197.24
J l/8/1996 37.10 199.79
I 2/4/1997 35.33 201.56
5/12/1997 33.37 203.52
8/5/1997 36.45 200.44
I J/12/1997 38.38 ! 98.51
I 2/4/1998 33.02 203.87
51511998 27.69 209.20
8/6/1998 31.30 205.59
! 1/3/1998 32.47 204.42
I 2/10/1999 33.08 203.81
5/12/1999 34.26 202.63
8/5/1999 36.45 200.44
11/2/1999 )9.06 197.83
I 2/16/2000 37.92 198.97
5/8/2000 38. 13 }98.76
8/3/2000 39.75 197.14
l/18/2001 43.00 193.89
I 7/10/2001 47. l 8 189.71
1/16/2002 DRY
7/30/2002 236.89 DRY
1/28/2003 44.55 192.34
I 7/10/2003 34.!5 202.83
1/13/2004 38.80 198.09
6/28/2004 42.03 194.86
I UMS-1 6/5/1996 238.96 44.15 194.81
7/1/1996 44.70 !94.26
7/30/1996 58.60 J 80.36
11/8/1996 58.88 180.08
I 2/4/1997 39.85 199.11
5/12/1997 40.80 198.16
8/5/1997 49,19 189.77
I \/12/1997 54.30 184.66
I 2/4/1998 40.65 198.] 1
5/5/1998 43.38 195.58
8/6/1998 50.18 188.78
11/3/1998 38.80 200.16
I 2/!0/1999 39.54 199.42
5/12/1999 56.66 182.30
8/5/l 999 58.78 I 80.18
! 1/2/1999 43.79 I 95.17
I 2/16/2000 41.71 197.25
5/8/2000 40.27 198.69
S/3/2000 44.60 194.36
]/18/2001 56.37 182.59
I 7/10/2001 44.23 194.73
1/16/2002 47.90 191.06
7/30/2002 238.96 48.59 190.37
1/28/2003 42.91 196.05
I 7/10/2003 36.73 202.23
l/!3/2004 49.00 !89.96
6/28/2004 49.40 189.56
I
I
I
Table 7
I Groundwater I.en[ Data
;\facon/Dockery Site
Richmond Count,·. ~orth Carolina
Well Date Sun-eyed Depth to Corrected
I ~umber Casing Groundwater Groundwater
Elevation (fl\ 1ft) Ele\·atlon Ht)
UMS-2 6/5/1996 236.31 64.75 171.56
7/1/1996 57.60 178.71
I 7/30/19% 64.58 I 71.73
11/8/1996 65.40 170.91
2/4/1997 62,15 174.!6
5/!2/1997 37.95 198.36
I
8/5/1997 38.56 197.75
11/12/1997 63.59 172.72
2/4/1998 56.75 179.56
5/5/1998 49.99 186.32
8/6/1998 53.66 182.65
11/3/1998 57.28 179.03
2/10/1999 62.24 174.07
5/12/1999 64.71 171.60
8/5/1999 65.lS 171.16
! 1/2/1999 65.07 I 71.24
2/16/2000 41.08 195.23
5/8/2000 40.72 195.59
8/3/2000 64.83 17!.48
D 1/18/2001 44.22 192.09
7/10/2001 43.36 I 92.95
l/16/2002 46.!8 190.IJ
7/30/2002 236.3 I 46.76 189.55
D l/28/2003 42.80 193.5 I
7/!0/2003 37.01 199.30
1/13/2004 40.58 195.73
6/28/2004 41.55 194.76
D UMS-J 6/5/1996 235.75 43.46 192.29
7/1/1996 72.78 162.97
7/30/1996 72.87 162.88
I 11/8/1996 73.13 162.62
2/4/1997 42.68 193.07
5/12/1997 7!.80 !63.95
8/5/1997 72.88 162.87
I 11/12/1997 62.98 172.77
2/4/1998 72.50 163.25
5/5/l 998 38.95 196.80
8/6/1998 49.98 185.77
I 11/3/1998 67.65 168.!0
2/10/!999 39.13 196.62
5/12/1999 39.95 195.80
8/5/1999 42.06 ! 93.69
I I 1/2/1999 44.31 191.44
2/16/2000 41.75 194.00
518/2000 68.22 167 .53
8/3/2000 46.22 l 89.53
I ]/18/200! 71.61 164.14
7/10/2001 58.56 177.!9
1/16/2002 69.10 166.65
7/30/2002 235.75 71.73 164.02
I !/28/2003 47.02 188.73
7/10/2003 40.00 I 95.75
1/1312004 60.90 174.85
6/28/2004 56.50 179.25
I
I
I
I Table 7
Groundwater Le\·e\ Data
I .\facon/Dockcry Site
Richmond Cnu111v, .'\'orth Carolina
Well Date Suncycd Depth to Corrected
.'\'umber Casing Groundwater Ground":llcr
I Elerntion (ft) (ft) Elevation HO
UMS-4 6/5/1996 236.53 75.66 160.87
7/1/1996 76.58 159.95
7/30/J 996 76.98 ! 59.55
I I \/8/\ 996 76.44 160.09
2/4/1997 36.60 199.93
5/12/1997 33.55 202.98
8/5/i 997 77.68 158.85
I I !/!2/1997 38.40 198.13
2/4/1998 77.88 158.65
5/5/1998 58.44 178.09
8/6/1998 78.04 158.49
I 11/3/1998 78.05 158.48
2/10/1999 78.04 158.49
5/12/1999 53.82 I 82.71
8/5/1999 36.70 199.83
11/2/1999 49.62 186.91
2/16/2000 46.4 l 190.12
s1snooo 39.50 197.03
8/3/2000 39.30 197.23
I !/\ 8/200 ! 42.02 l 94.5 !
7/10/200! 43.34 193.19
l/16/2002 46.19 190.34
7/30/2002 236.SJ 48.00 188.53
l/28/2003 45.38 !91.15
7/10/2003 34.70 201.83
1/13/2004 63.30 173.23
6/28/2004 65.10 l 71.43
I UMS-5 6/5/1996 257.62 82.55 ! 75.07
7/1/1996 81.00 176.62
7/30/1996 82.87 174,75
I 11/8/1996 79.92 177.70
2/4/1997 82.95 174.67
5/12/1997 41.49 216.\J
8/5/1997 82.62 ! 75.00
D 11112/\997 81.89 175.73
2/4/1998 81.93 175.69
5/5/l 998 39.22 218.40
8/6/1998 57.57 200.05
0 11/3/1998 76.82 !80.80
2/10/1999 80.76 176.86
5/12/1999 82.12 ! 75.50
8/5/1999 83.24 174.38
D 11/2/1999 82.85 174.77
2/16/2000 82.45 175.17
5/8/2000 81.19 I 76.43
8/3/2000 83.55 174.07
0 Ill 8/200 ! 77.49 180.13
7110/200! 66.30 191.32
1/16/2002 79.00 178.62
7/30/2002 257.62 76.65 180.97
D 1/28/2003 50.29 207.33
7/10/2003 77.51 180.11
1/1312004 43.45 214.17
6/28/2004 45.61 212.01
I
D
I Table 7
I
Ground\\atcr Level Data
Maconffiockery Site
Richmond Count\', North Carolina
Well Date Surwyed Depth to Corrected
I
Number Casing Groundwater Groundwater
Elerntion (ft) (fl) Elevation (ft)
Upper
Macon
I MW 21• 2/1411996 155.52 14.52 I 41.00
2/23/1996 15.60 139.92
2/28/1996 14.65 140.87
512/1996 14.38 141.14
I
6/5/1996 15.47 140.05
7/30/1996 7.02 148.50
11/7/1996 14.62 140.90
2/4/1997 !4.48 141.04
I
5112/1997 14.44 14l.08
8/5/1997 15.25 140.27
I 1/12/!997 15.79 139.73
2/4/1998 13.98 141.54
5/5/! 998 12.27 143.25
8/6/1998 14.33 141. I 9
Jl/3/1998 14.80 140.72
2/J 0/1999 13.74 141.78
5/12/1999 14.44 141.08
I 8/5/1999 16.71 138.8 I
I !/2/1999 15.85 139.67
2/16/2000 14.25 141.27
5/8/2000 ! 5. 14 140.38
8/3/2000 17.85 137.67
1/18/2001 17.75 137.77
7/10/2001 17.86 137.66
1116noo2 19.95 135.57
I 7/31/2002 I 55.52 19.20 136.32
1/28/2003 15.18 140.34
7/IOn003 14.57 140.95
1/13/2004 16.08 !39.44
a 6/28/2004 17.21 138.3 I
MW23• 2/14/1996 l 55.54 4.45 !51.09
2/23/1996 5.73 149.81
g 2/28/1996 4.07 151.47
5/3/! 996 5.19 150.35
6/5/1996 5.59 l49.95
7/1/1996 7.56 147.98
0 7/30/1996 7.72 147.82
11/6/1996 6.19 149.35
2/4/1997 4.99 150.55
5/12/19()7 5.88 149.66
D 8/5/1997 5.32 !50.22
I \/12/1997 6.47 149.07
2/4/1998 J.67 151.87
5/5/1998 4.11 !51.43
R S/6/1998 6.45 149.09
11/3/! 998 6.47 149.07
2/10/!999 6.55 148.99
5/12/1999 7.06 148.48
8/5/1999 8.46 147.08
1 l/2/l999 8.98 !46.56
2/16/2000 6.13 149.4 I
518/2000 6.78 148.76
I 813/2000 9.03 146.51
1/18/2001 24.62 130.92
7/10/2001 8.77 146.77
1/16/2002 10.47 145.07
7/30/2002 155.54 10.15 145.39
1128/2003 4.77 150.77
7/10/2003 4.65 150.89
1/13/2004 6.69 148.85
I 6128/2004 7.62 147.92
I
Table 7
Groundwater Level Data
'.\lacon/Dockcr} Site
Richmond Count"', ;".orth Carolina
Well Date Sun:cycd Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation lft) 1ft) Elevntion 1ft)
UM-1 6/5/1996 183.68 37.01 146.67
7/l/1996 36.47 147.21
7/30/1996 41.10 142.58
11/8/1996 39.44 144.24
2/4/1997 39.36 144,)2
5/121!997 40.46 143.22
8/5/!997 42.03 !4!.65
11/12/1997 30.86 152.82
2/4/1998 45.99 137.69
5/5/1998 44.93 138.75
8/6/1998 46.32 137.36
0 11/3/1998 36.00 147.68
2/10/!999 46.23 137.45
5112/1999 46.16 137.52
8/5/1999 47.19 136.49
D ! 1/2/1999 48.01 135.67
2/16/2000 37.34 146.34
5/8/2000 40.45 143.23
8/3/2000 Dry Dry
0 1/1 8/200 I 31.40 I 52.28
7/101200 I 45.00 \38.68
1/16/2002 35.87 147.8 I
7/30/2002 183.68 34.75 148.93
0 1/28/2003 47.88 135.80
7/10/2003 JO.DO 153.68
1/13/2004 39.95 143.73
6/28/2004 31.47 152.21
H UM-2 61511996 194.13 43.02 I 5 l.1 l
7/1/1996 47.95 146.18
7/30/1996 47.33 146.80
I 11/8/1996 45.41 148.72
2/4/1997 45.5 ! 148.62
5/l 2/1997 46.24 147 .89
8/5/1997 45.72 148.41
! 1/12/1997 40.01 154.12
2/411998 49.57 144.56
5/5/1998 48.14 145.99
8/6/1998 50.59 143.54
I I !/3/1998 39.20 154.93
2/10/1999 48. l I 146.02
5/! 2/1999 51.91 142.22
8/5/1999 52.68 141.45
I 11/2/1999 55.91 138.22
2/16/2000 44.84 149.29
5/812000 46.30 147.83
8/312000 30.10 164.03
I 1/18/200 I 40.50 153.63
7/10/2001 5 !.53 142.60
\/\ 6/2002 46.02 148.11
7/30/2002 I 94.13 44.46 149.67
I 1/28/2003 60.01 134.12
7/!0/2003 37.03 157.10
1/13/2004 46.35 147.78
6/28/2004 40.05 154.08
I
I
I
I Table 7
Groundwater Len~I Data
I ~lacon!Dockcry Site
Richmond County, :"\orth Carolinn
Well Date Surveyed Depth to Corrected
1\'umher Casing Groundwater Ground\.\:llcr
I Elevation tft) (ft) Elevution Ht)
UM-3 6/5/1996 180.35 32.17 !48.18
7/1/1996 32.18 l 48.17
7/30/1996 32.36 147.99
I I 1/8/1996 32.J I 148.04
2/4/1997 32.27 148.08
5/12/1997 32.25 148.10
8/5/1997 32.27 148.08
11/12/1997 I 9.8 I 160.54
2/4/1998 72.50 107.85
5/5/1998 32.24 148.11
8/6/1998 32.25 148.10
I J/3/1998 19.69 160.66
2/10/1999 32.21 148.14
5/12/1999 32.21 148.14
8/5/1999 32.24 148.11 g 11/2/!999 32.24 148.11
2/16/2000 32.22 148.13
5/8/2000 32.05 148.30
8/3/2000 32.09 148.26
0 1/18/2001 18.39 161.96
7/10/2001 32.33 148.02
l/!6/2002 22.75 157.60
7/30/2002 180.35 2\.16 159.19
D 1/28/2003 33.77 146.58
7/10/2003 32.48 I 47.87
1/13/2004 I 9.40 160.95
6/28/2004 20.06 160.29
0 UM-4 6/5/! 996 171.9 l 21.85 l 50.06
7/1/1996 21.10 I 50.81
7/30/1996 27.55 144.36
D I 1/8/1996 24.52 147.39
2/4/1997 25.62 146.29
5/12/1997 3 1.98 I 39.93
8/511997 30.54 141.37
I I l/12/1997 9.4 I 162.50
2/4/1998 38. I 9 133.72
5/5/1998 45.78 126.13
8/6/1998 4 \.81 130.10
11/3/1998 9.30 162.61
2/10/1999 47.70 124.21
5/12/1999 49.25 122.66
815/1999 40.13 131.78
I 11/2/1999 42.80 129.1 I
2/16/2000 13.00 158.9 l
5/8/2000 18.23 ! 53.68
8/3/2000 29.10 142.81
I 1/18/2001 8.18 163.73
7/10/2001 22.53 149.38
1/16/2002 12.40 159.51
7/30/2002 171.9! 11.08 160.83
I !/28/2003 6.99 !64.92
7/10/2003 7.45 164.46
1/13/2004 !2.83 159.08
6/28/2004 10.12 16!.79
I
I
Table 7
Groundwater Level Data
I ;\lacon/Dockcr)· Site
Richmond Countv, :'\orth Carolina
Well Date Surveyed Depth to Corrected
'.\'umber Casing Groundwn1cr Groundwater
Elcrn1ion fft) (ft) EIHation fft)
UM-5 6/5/1996 168.32 1 l.77 156.55
7/1/1996 12.13 156.19
7/30/1996 16.92 I 51.40
11/8/1996 l 3.85 154.47
2/4/1997 14.92 153.40
5/12/1997 16.15 152.17
8/5/1997 JJ.65 154.67
11/12/1997 6.09 162.23
2/4/1998 14.03 !54.29
5/5/1998 17.38 150.94
8/6/1998 I 7.57 150.75
I I J/3/1998 6.09 162.23
2/10/1999 16.71 151.61
5/12/1999 19.45 148.87
8/5/1999 19.21 149.11
I 1/2/1999 26.98 141.34
2116/2000 7.51 160.81
5/8/2000 11.03 157.29
8/3/2000 20.30 148.02
I 1/18/200 I 4.74 !63.58
7/I0/2001 16.72 151.60
J/16/2002 9.18 159.14
7/30/2002 168.32 7.44 160.88
I .\/28/2003 3.45 164.87
7/10/2003 3.85 164.47
J/13/2004 8.00 160.32
6/28/2004 6.49 161.83
UM-6 6/5/1996 173.05 I l.72 161.33
7/1/1996 13.23 159.82
7/30/1996 17.58 155.47
11/8/1996 14.40 158.65
2/4/1997 14.79 158.26
5/12/1997 15.26 I 57.79
8/5/1997 14.45 158.60
D l l/!2/1997 9.84 163.21
2/4/1998 10.51 162.54
5/511998 11.30 161.75
8/6/1998 16.40 156.65 n 11/3/1998 9.64 163.4!
2/l0/1999 16.32 156.73
5/12/1999 18.90 154.15
8/5/1999 18.90 154.15
n I In/1999 21.22 151.83
2/16/2000 10.08 162.97
5/8/2000 13.17 159.88
8/3/2000 20.90 152.15
D 1/18/200 I 8.62 164.43
7/10/2001 18.75 154.30
1/16/2002 12.65 160.40
7/30/2002 173.05 11. 14 !61.91
D 1/28/2003 7.59 165.46
7/10/2003 8.80 164.25
I /13/2004 10.25 162.80
6/28/2004 12.71 160.34
I
I
I
Table 7
Groundwater Lcnl Data
;\tacun/Dockcry Site
Richmond Count,·, '.'i'orth Carolina
I Well Date SuP'C)'Cd Depth to Corrected
i\umhcr Casing Groundwnlcr Groundwater
ElcYation (ft) (ft) Elevation (ft)
UM-7 6/5/1996 l 87.29 54.45 132.84
I 7/1/1996 54.58 132.71
7/3011996 54.59 132.70
I 1/8/1996 55.00 132.29
2/4/1997 54.73 132.56
I 5/12/1997 55.34 131.95
8/5/1997 54.78 132.5 I
11/12/1997 19.96 167.33
2/4/1998 54.75 l 32.54
I 5/5/1998 54.73 132.56
8/6/1998 54.98 132.31
11/)/1998 22.57 164.72
2/10/1999 54.72 132.57
I 5/12/1999 54.53 132.76
8/5/1999 54.79 132.50
I J/2/1999 54.75 132.54
2/16/2000 48.91 138.38
I 5/8/2000 19.30 167.99
81312000 54.57 132.72
1/18/2001 19.32 167.97
7/10/200 I 54.87 132.42
I 1/16/2002 21.79 165.50
7/30/2002 187.29 21.02 166.27
1/2812003 17.76 169.53
7/10/2003 17.72 169.57
I 1/13/2004 45.25 142.04
6/28/2004 20.40 166.89
Lower
I Macon
MW4 2/14/1996 184.21 40.79 143.42
4/2/1996 46.08 138. \J
5/2/1996 45.72 I 38.49
I 6/5/1996 43.29 140.92
7/1/1996 42.09 142.12
7/30/1996 45.71 138.50
11/8/1996 46.35 137.86
2/411997 40.86 143.35
5/12/1997 44.15 140.06
8/5/!997 44,08 !40.13
I 1/12/1997 41.79 !42.42
I 2/4/1998 42.77 141.44
5/5/1998 40.60 143.61
8/6/1998 4 1.77 142.44
11/3/1998 40.12 144.09
2/10/1999 43.22 140.99
5/12/1999 43.16 141.05
8/5/19g9 26.48 157.73
111211999 42.56 141.65
I
2/\6/2000 39.70 144.51
518/2000 40.35 143.86
8/3/2000 41. l 5 143.06
!/l 8/2001 42.24 141.97
7/10/2001 43.17 141.04
1/1612002 45.26 138.95
7/30/2002 184.21 44.73 139.48
1/28/2003 34.52 149.69
7/10/2003 39.22 144.99
1/13/2004 39.35 144.86
6/28/2004 40.75 143.46
I
I
T11blc 7
Groundwulcr Lc"'cl Data
I .'\lacon/Dockcr~· Site
Richmond Countv ~nrlh C:irolinn
Well Dat,· SurVC)'t•d Depth to Corrcclcd
I
Number Casing Groundwater Groundwater
Elevation {ft) {fl) Elevation (ft)
MW 12 2/14/1996 I 7 l.98 24.87 147.! I
4/2/1996 26.18 145.80
I 5/2/1996 26.09 !45.89
6/5/1996 25.97 146.01
7/1/] 996 27.37 144.61
7/J0/! 996 27 .55 144.43
I 11/8/1996 26.24 145.74
2/4/1997 24.38 147.60
5/12/1997 25.27 146.71
8/5/1997 25.66 146.32
11/12/1997 25.74 146.24
I 2/4/1998 22.58 149.40
5/5/1998 23.02 148.96
8/6/1998 24.35 147.63
11/3/1998 24.30 147.68
I 2/10/1999 24.12 147.86
5/12/1999 24.87 147 .11
8/5/1999 26.48 145.50
11/2/1999 23.31 !48.67
I 2/16/2000 22.54 149.44
51812000 23.38 148.60
8/3/2000 25.05 146.93
]/!8/2001 27.96 144.02
I 7/10/2001 26.31 145.67
1/16/2002 30.82 141.16
7/30/2002 171.98 30.26 141.72
1/28/2003 25.04 146.94
I 7/10/2003 30.95 141.03
1/13/2004 24.86 147.12
6/28/2004 26.28 145.70
I MW 13• 2/14/1996 188.67 49.22 139.45
2/23/1996 50.20 138.47
2/28/1996 49.25 139.42
4/2/1996 SO.RS 137.82
I 5/2/1996 51.38 137.29
6/5/1996 49.88 138.79
7/1/1996 50.55 138.12
7/30/1996 51.59 137.08
I 11/8/1996 52.15 136.52
2/4/1997 49.40 139.27
5/12/1997 49.42 139.25
8/5/1997 49.32 139.35
I 11/11/1997 50.29 138.38
2/4/1998 48.25 140.42
5/5/1998 42.56 146.11
8/6/1998 45.70 142.97
I 11/3/1998 47.33 141.34
2/10/1999 49.14 139.53
5/12/1999 49.11 139.56
8/5/1999 50.19 138.48
I I J/2/l999 49.41 139.26
2/16/2000 48.23 140.44
5/8/2000 48.05 140.62
8/3/2000 50.40 138.27
I !/18/2001 50.52 I 38.15
7/10/2001 DRY DRY
1/16/2002 DRY
7/30/2002 ! 88.67 53.10 135.57
I 1/2812003 48.61 140.06
7/10/2003 40.01 148.66
1/! 3/2004 46.50 !42.17
6/2S/2004 48.46 !40.21
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
MW 14
MW 14R
Table 7
Groundwater Level Data
l\lacon/Dockcry Site
Richmond CountY, :"l,'orth Carolina
Date Surw)"l'd Depth to
Casing Groundwntcr
Elc\'ation tft) 1ft)
2/14/1996 177.34 34.24
4/2/1996 dry
5/2/1996 dry
6/5/1996 35.19
7/1/1996 dry
7/30/1996 dry
l l/8/1996 dry
2/4/1997 34.63
5/12/1997 dry
8/5/1997 dry
1 l/1 \/1997 dry
2/4/1998 34.09
5/5/1998 33.80
8/6/1998 35.22
11/311998 34.76
2/10/1999 dry
5/12/1999 dry
8/5/1999 dry
11/2/1999 33.50
2/16/2000 32.32
5/8/2000 32. I 8
8/3/2000 41.70
1/18/200 I dry
7/10/2001 35.27
1/16/2002 DRY
7/30/2002 177.35 35.65
1/28/2003 34.!6
7/10/2003 30.03
!/13/2004 33.96
6/28/2004 34.53
2/!4/1996 175.95 34.50
4/2/!996 38.8 l
5/2/1996 39.27
6/5/1996 38.85
7/1/1996 37.98
7/30/1996 40.03
11/8/1996 40.39
2/4/1997 35.60
5/12/1997 38.74
8/5/1997 37.61
11/11/1997 37.09
2/4/1998 35.81
5/5/1998 35.65
8/6/1998 37.32
I J/3/1998 36. l 8
2/10/1999 37.37
5/12/1999 37.50
8/S/l 999 37 .67
11/2/1999 34.22
2/16/2000 32.68
5/8/2000 32.18
8/3/2000 Dry
1/18/2001 36.75
7/10/200 l 35.80
l/16!2002 39.44
7/30/2002 175.95 38.74
1/28/2003 34.48
7/10/2003 30.07
\/13/2004 34.57
6/28/2004 35.02
Corrected
Grou11d-.n1tcr
Elcnition 1ft)
143.10
dry
dry
142.15
dry
dry
dry
142.71
dry
dry
dry
143.25
143.54
142.12
142.58
dry
dry
dry
143.84
145.02
145.16
135.64
dry
142.07
14 J.69
143.18
147 .32
143.39
142.82
14 l .45
137.14
136.68
137.10
137 .97
135.92
135.56
140.35
137.21
138.34
138.86
140.14
140.30
l 38.63
139.77
138.58
138.45
138.28
!41.73
143.27
143.77
Dry
!39.20
140.15
136.5 !
137.21
14 l .47
145.88
\4l.J8
140.93
I
I
I
I
I
I
I
I
I
I
0
u
D
0
I
D
I
Well
~umber
MW 22'"
LM-l
Table 7
Groundwater Lc\·el Data
Macon/Dockery Site
Richmond Co11nh·. ~orth Carolina
Date Surveyed Depth to Corrected
Casing Groundwater Croundwntcr
Elc,'ation 1ft) (ft) Elevation (ft)
2/14/\996 128.25 5.73 122.52
2/23/\ 996 6.76 12!.49
2/28/\ 996 5.59 122.66
5/2/1996 6.87 !21.38
6/5/1996 7.05 121.20
7/1/\996 6.78 121.47
7/30/1996 2.31 125.94
l l/8/1996 6.96 121.29
2/4/l 997 6.03 122.22
5/12/1997 6.80 121.45
8/S/l 997 6.56 l 21.69
\ l/11/1997 6.24 122.01
2/4/! 998 5.64 122.61
5/5/1998 5.92 122.33
8/6/J 998 6.46 121.79
11/3/\ 998 6.10 122.15
2/10/1999 6.24 122.01
5/12/\999 6.59 121.66
8/5/1999 6.94 121.31
11/2/\ 999 5.98 122.27
2/!6/2000 5.42 122.83
5/8/2000 6.12 122.13
8/3/2000 7.25 l 21.00
l/18/2001 9.48 I 18.77
7/10/2001 NM
!/}6/2002 6.80 121.45
7130/2002 128.25 7.42 120.83
1128do03 6.97 121.28
7/10/2003 5.36 122.89
l/!3/2004 6.05 122,20
6/28/2004 6.61 121.64
6/5/1996 175.68 69.79 !05.89
7/l/1996 38.61 137.07
7/30/1996 69.78 105.90
11/8/1996 70.04 !05.64
2/4/\ 997 36.12 139.56
5/12/1997 68.90 106,78
8/5/1997 69.94 105.74
I !/1 l/l997 38.31 137.37
2/4/1998 69.65 106.03
5/5/\ 998 69.87 105.81
8/6/1998 69.86 105,82
I \/3/1998 37.57 138.11
2/10/1999 61.89 113.79
5112/199() 57.69 117.99
8/5/J 999 60.57 115.11
11/2/1999 35.04 !40.64
2/16/2000 33.00 142,68
5/8/2000 35.72 139,96
8/3/2000 36.30 139.38
ill 8/2001 37.41 138.27
7/10/2001 37. 73 137.95
1/16/2002 40.4 I 135.27
7/30/2002 175.68 39.40 136.28
1/28/2003 62.00 113.68
7/\0/2003 30.79 144.89
1/13/2004 36.70 138.98
6128/2004 35.79 139.89
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
LM-2
LM-3
Tahlc 7
Groundwater LC\'cl Data
'.\I aeon/Dockery Site
Richmond Countv, North Carolina
Dale Surn•ycd Drpth to Corrected
Casing Groundwater Groundwater
Elevation {ft) 1ft) Elevation /fl)
6/5/1996 157.20 62.06 95. 14
7/1/1996 25.08 132.12
7/30/\ 996 58.36 98.84
11/8/1996 62.16 95.04
2/4/1997 25.98 131.22
5/12/1997 63.50 93.70
8/5/1997 56.96 100,24
l l/11/1997 26.86 130.34
2/4/1998 53.JJ 103.87
5/5/1998 43.23 113.97
8/6/1998 40.85 116.35
11/311998 26.30 130.90
2/10/1999 37.86 I 19.34
5/\2/1999 33.61 123.59
8/5/1999 30.68 126.52
\ l/2/1999 24.80 132.40
2/16/2000 23.85 133.35
5/8/2000 24.30 132.90
8/)/2000 JI.OD 126.20
1/18/200 I 26.37 I 30.83
7/10/2001 28.78 l28.42
1/16/2002 28.72 128.48
7/30/2002 157.20 28.08 129.12
1/28/2003 24.99 132.2!
7/10/2003 21.22 135.98
1/13/2004 25.60 131.60
6/28/2004 25.40 131.80
6/5/1996 157.09 61.16 95.93
7/1/1996 27.78 129.31
7/30/1996 49.40 !07.69
l 1/8/J 996 67.24 89.85
2/4/1997 27.11 129.98
5/12/1997 57.52 99.57
8/5/1997 42.42 I !4.67
I 1/1 Ill 997 27.78 129.31
2/4/1998 43.27 113.82
5/5/1998 33.48 I 23.61
8/6/1998 33.48 123.61
11/3/1998 26.75 130.34
2/10/1999 34.02 123.07
5/12/1999 33.78 123.31
8/5/1999 34.08 123.0 I
I 1/2/1999 26.24 130.85
2/16/2000 24.50 132.59
5/8/2000 25.44 13 1.65
8/3/2000 36.07 121.02
1/18/2001 26.93 130.16
7/l0/2001 36.42 120.67
1/16/2002 29.00 128.09
7/30/2002 !57.09 28.80 128.29
1/28/2003 25.78 131.31
7/10/2003 22.49 134.60
1/13/2004 32.25 124.84
6/28/2004 33. ! 5 123.94
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Well
Number
U•,1-4
LM-5
Tahle 7
Groundwater LeH:I Data
Macon/Dockery Site
Richmond Count\', ~orth Carolina
Date Surnycd Depth to Corrected
Casing Groundwater Groundwater
Elnation (fl) (ft) Elevation fft)
6/5/1996 166.84 68.60 98.24
7/1/1996 37.72 129.12
7/30/1996 56.91 109.93
I 1/8/1996 74.36 91.98
2/4/1997 36.82 130.02
5/12/! 997 67.80 99.04
8/5/1997 55.14 111.70
11/11/1997 37.29 129.55
2/4/1998 56.01 l 10.83
5/5/1998 46.03 120.81
8/6/1998 45.00 ! 21.84
11/3/1998 36.29 l 30.55
2/10/1999 46.40 120.44
5/12/1999 46.35 I 20.49
8/5/1999 47.23 I 19.61
! 1/2/1999 36.75 130.09
2/16/2000 35.35 131.49
5/8/2000 40.15 126.69
8/3/2000 49.50 I! 7.34
1/18/2001 37.51 129.33
7/10/2001 7.20 159.64
\/16/2002 39.4 I 127.43
7/30/2002 166.84 39.87 126.97
lflS/2003 3 1.25 135.59
7/10/2003 21.35 145.49
l/13/2004 35.60 !31.24
6/28/2004 35.60 131.24
6/5/l 996 186.59 66.50 120.09
7/1/!996 43.91 142.68
7/30/1996 66.80 119.79
11/8/1996 66.86 119.73
2/4/1997 42.85 143.74
5/12/\ 997 66.90 119.69
8/5/1997 66.84 l 19.75
11/11/1997 43.84 142.75
2/4/1998 66.88 I 19.71
5/5/\ 998 67.99 118.60
8/6/1998 68.04 I l 8.55
I 1/3/1998 42.!0 144.49
2/10/1999 68.12 I I 8.47
5/12/1999 67.73 I !8.86
8/5/1999 68.12 118.47
11/2/1999 42.45 144.14
2/16/2000 41.35 145.24
5/8/2000 75.54 I! 1.05
8/3/2000 54.57 132.02
1/18/200 I 44.20 142.39
7/10/2001 45.00 141.59
]/16/2002 47.00 139.59
7/30/2002 186.59 46.35 140.24
1/28/2003 42.32 144.27
7/10/2003 37.06 149.53
\/\ 312004 41.45 145. 14
6/28/2004 42.08 144.51
I
I
I
0 System
Upp,,, Dockery
u
I
I
I
I
I
I 12-1-IIB 10 12-31·98
12-31-11810 \-27-119
1-21-11910 2-23-119
2-23-11910 3-30-99
I 3-J0.119 to 4-W-99
4.2g..111110 5-27-1111
5-27-91110 6-24-911
6-24-119 lo 7-20-1111
7-211-99 lo 8--27-911
I 8-21-99 to g..27.gg
11-21-119!0 10.211-1111
10-211-99 10 11-24-119
11-24-99 10 12-30-09
12·JO.Oll1o 1-21-00 I 1·21-119 to 2-25-00
3-1·00 to 3-31-00
3-31-00 10 4-27-00
4-27-00 to 5-28--00
I
5-26-00 to 6-30-00
6-30-00 to 7-26-00
7-26-00 to 8--211-00
6-29-00 10 11-25-00
11-25-00 to 10-26-00
I 10-26-0010 1-26-01
1-26-01 to4-20-01
4-20-0110 7-111-01
7-111-01 to 10-16-01
11-6-0110 02-06-02
I 5--1-02107·31-02
B/1/02to 1001/02
I 111/02 lo 1/31/03
211/03 to 4130/03
511/0310 7131/0J
I 811/0310 10/31103
111110310 1131/04
211/04 to 4/30/04
511/04 to 7131/04
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE10F4
Average Total
Flow Volume for voe Pounds of VOC
Month p.,,iod Conc11ntrabon Rem:ived Fo, Period Cumulauve VO Cs R"moved
(gallc""') I••' I {Pour<!~) (Pounds)
Mar-96 400,155 "' '"' '" Apr-116 286,151 '" 050 1.15
May-96 66.826 m 0" "' Jun-96 07,350 "' 0 ,0 D5
J1Ml6 183,426 "' "' 1.50
Aug-98 21B,330 "' '" 2.02
Scp-QO 149,420 '" "' 2.37
""·" 140,191 '" 0" VO
Nov·ll6 438,013 '" '"' "' Dec-96 161,903 '" '" 4,17
Jan.97 204,071 "' on '"' fat,.07 267.596 "' 020 5.18
Mar-W 250,068 '" '" "' Apr-97 276,556 '" '·"' "' M•y-97 289,1136 " "' 5.113
Jun-97 135,575 " 0.00 "' Jul-97 911,806 " "' "' Aug-97 10,007 " 00, 6.11
Sep-97 ~fl.256 " 0.03 6.14
OcHl7 277,505 " 0.12 "' Nov-117 143,166 IM 0" "" Dec+97 78,332 "' "' 6.46
.Jan-ll8 103,968 "' 000 055
Fet,.08 296,SaB "' 0.25 '" Mar-118 329.525 "' "' 1,07
Apr-llil 4111,475 "' O.S, 7.42
May,118 440,446 '" 0.00 . " Jun-118 200,11,2 '" "' 8.73
Jul-118 337,048 '" 000 0'2
Aug-08 432.719 14~4 0" 00,
Sep-116 411.677 146 4 0.50 1045
Oct-116 4311,378 146 4 0" 101111
Nov•llil 362,588 '"' O<O 11.46
Doc-118 500,450 '" "" 12.15
Jar,.119 552,7116 "' 0.74 12.611
Feb-911 524,380 " 0.42 13 31
Mar-119 614,641 05 0.49 13.60 ,.,,..,, 571,146 " '" 14 25
May-119 524,341, 139 4 0.61 14.88
Jun-119 431,742 13114 O.SI 15,36
Ju~IIII 392.518 13114 "' 15 62
Aug-1111 1110,407 "' 0" 16.04
Sep-1111 303,1110 "' °" 18.311
Oci-1111 364,213 "' "' 1881
Nov-1111 217,055 '" 0" 17 23
Oi,c-99 3811,1143 '" 050 17.82
Jan-00 238,733 '" "' 18.16
Feb-00 0 '" 000 1818
Mar-00 176.00II "' "' 1645 ..,,..oo 164,1114 "' 0.25 16.70
May-00 4\ll,400 72.9 "' 18.115
Ju.-..1)() 104.658 72.11 000 11101
JuHlO 60,000 72.11 0.05 "00
"'o-00 133,575 72.0 008 19 14
Se;>-00 1211,206 72.0 0.00 11122
Oct-00 148,404 72.0 000 11131
Jan-01 815,761 80.0 "" 11176
Aj:,r-01 526,427 80 0 °" 20,\5
Jul-01 560,547 101.1, "' '"" Oci-01 764,060 101.11 "' ""' Jan-02 5211,867 111.0 0" 21.70
Ju1•02 78,1122 1500 0,10 21 80
OCl-02 101.740 150 0 0.13 21,113
Ja.-..03 53,345 2 150.0 0.07 "00
Apr-OJ 127.873 0 1500 0, 111 22.18
Ju~03 60.5160 1797 000 22 25
Ocl•03 1.0117,205 4 179 7 "' 23811
Jan-04 681,1090 133 3 "' 24,85
Apr-04 521.1145 O 1333 050 25.23
Jun•04 565,341.11 • 153 5. IJ.72 25.95
/
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Sys1em
Lower Dockery
12•1•11Bto 12-31-118
12·31-IIBto 1-27-911
1-27-99 to 1-23-99
2-Zl-Q{I to 3-3().{IG
3-l0-99 to 4-2Q..OQ
4-2{1-99 to 5-27-0Q
5.27.gg to 11-24-0Q
6-14-1111107-29-0II
7-2Q..1Xlto8-27·1/9
8-27-99 to g..27.g11
Q..27-IXl to !0-2Q..IIII
10-2Q..119 !O 11-24-1111
11-24-1111 to 12•30-1111
12-30-911 to 1·21-00
1-2 1-00 to 02-25-00
3-1-00 lo 3-31-00
~31-00 to 4•27•00
4-27-00 to 5-26-00
5-211-00 to 6-30-00
6-30-00 lo 7-26-00
7-26-00 lo 8-29-00
6-211-00 to S-25-00
Q..25-00 to 10-26-00
10-26-00to 1-26-01
1-26-01104-20-01
4-10-01 to 7-lS-01
7-1S-01 to 10-18-01
11-011-01 to 02-oe.-02
5-1-02 IO 7-31-02
611102 lo 10/31102
1111102 to \/31103
1111102 to 3114103
211103 IO 4130/03
511103 IO 7131/03
611/0310 10/31/03
1111/0310 1131/04
·211/04 to 3119/04
-~1104 to 7131/04
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE20F4
Av11rng& Total
Flow Volume for voe Pounds of voe
I
Month '''"' Concentration Romcv<td l"or Ponod Cumulabv11 VOCs Removed
(gallons) '""" !Pounds) (Pounds)
Ma,·96 328,448 '" 0.55 0.55
Apr,96 1111,0QO "' '" 0,79
May·Ga 245,715 "' 0.30 1.09
Jun-1/8 8,619 "' '" 1.10
Jul-96 151.827 "' "' 1.29
Aug-98 126,232 "' "' 1.47
Sep-96 63.833 '" "'' "' Oct-96 460,379 "' "' "' Nov-96 183,210 140 6 022 2.43
Oe<:-08 137,594 140 8 "' "' Jan-97 266,202 1406 "' 2.113
Fet>.97 g(),11\2 140 6 0.11 "" Mar-Ill 277,823 '" "' "' Apr-97 180,560 '" 0.17 ,.,,
M~y-97 68-4,855 "' "' 4.12
Juo-97 501,987 "' "' "' Ju~1l7 581,027 "' "' 5.17
Aug-97 414,199 .. 0.29 "' Sep-117 401,0411 .. ,,., 5.80
Oct-117 457,604 .. "' "' Nov-97 308,483 " 0.16 '" O..C-97 272.0711 " 0.14 "' Jan-118 780,548 " ,.,, • 83 ,..,_,. 123,0\3 57.11 '" 6.811
Ma,-98 267.027 57.11 0,14 7" ,,,,.,, 452,535 57.11 '" "' M•y-118 141.1136 "' '" 7.32
Jun-98 453,014 "' 0.21 7.53
Ju~G8 504,860 '" ,,., 7.71
Aug-GB 453.131 '" "" "" Sep-118 5111,-181 62.2 0~1 '" · Oct-118 471,7211 62,2 ,,., '" Nov-98 842,213 52.8 "" '" Dec-118 415,550 52.6 "" '" Jan-119 361,051 52.6 0.16 11.17
Feb-1111 522,107 "' 0.15 Q.32
Mar-1111 822,1(14 "' 0.18 "" Ap,-1111 704,2112 "' "" 11.71
May-119 581,888 .,, "" ,.,
Jun-99 427,005 " '" 10.11
J .. oo 473,998 .,, 0.111 "'"' Aug-1111 228.628 36.11 "'' 1037
Sep-119 4511,303 38.11 ",., 105\
Oci-119 5111,217 "'' "' 10 611
Nov-119 464,502 " "'' 10 78
Oec-1111 447,1151 " '"' 10 86
Jan-00 503.520 " "" 10.115
Feb-00 {15,167 " 0.02 10.97
Mar-00 235,556 " "" 11.01
Apr-00 212,338 " "" 11.05
May-00 485,7811 '"' "' 11.17
Jun-00 382,11117 30.J '" 11.27
Ju~OO 500.849 "'' '" 11.40 ,.,,.oo 284,722 "' "" 11.411
Sep-00 587,633 37,5 0.18 11.67
Oci-00 512.427 "' 0,\11 11 83
Jar,-01 76G.1126 "' ,,., 12 07
Apr-01 \25.IIBII 37.5 "" 11.11
Ju~Ol 1127,723 37,5 "" 12 40
Oci-0! 162,133 "' "" 12 45
Jan-02 1,705 "' '00 12 45
Ju~02 517,048 37,5 0.16 12 63
Oci-02 160.412 37,5 '·"' 12 68
Jan-OJ 7.031 37.5 ,oo 12 68
Mar-03 10,624 "' '00 12 68
A+,r-03 513.265 26.7 0.12 12 60
Jul-OJ 1,042,11354 " "" 12 811
OCl-03 218,037.103 "' "'' 12,11\
Jar,-04 6511.833 5 " " .. 12.Q5
A.)r-04 553,1113290 " "" 12.118
J="' "'. "'' ,oo. 12.116 ,
Used October 2000 innu.,..,t analybcal data to calcutate mass removal as11rn,uas Jor per,:,d gf 10-26-00 to 1-26-01
llue 10 systam ope,at,oru,I probiems. Table WIii be upda1ed a'1d or,c;fulled ,n addendum report when fe$U/ts are r11<:eJVed
"Lowar Doc•ary groun;Jwa1e, remedial"'" system suspen;Jad on 311G/04
NA· Nc1 Anaty,ed I
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System
Macon Source Area
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g
D
0 12·1·98 to 12-31-118
12·31-IIB!o 1-27-911
1-21-1111 lc 2-23--1111
2,23--1111 lo 3--30-gg
:J.-30-119 to ◄·29-911
0 4-W-llllto5-27-IXI
5-27-W to 1)..24-1111
6-24-1111 to 7•29-1111
7-29-1111 to 8-27-IXI
8-27-1111 lc 9-27-1111
11-27-llllto 10-29-911
10-29-1111 to 11-24-IIQ
11-24-911to 12-30-1111
12-30-9010 1-21-00
I
1-21-00 to 2•25-00
3--1-00 to 3--31-00
3--31•00 10 •-27-00
4·27-00 10 5-28-00
5-26-00 to 6-30-00
I 6-30-00 kl 7-26-00
7-211-00 kl 6-29-00
8-29-00 to 9-25-00
ll-25-00to 10-26-00
10-21)..00lo 1-26-01
I 1-26-01 to 4-20-01
4-20-01 lo 7-111-01
7-19-01 !o 10-18-01
11-06-01 to 02-08-02
5-1·02 to 7-31-02
I 1111/02 to 10/31/02
1111/02 lo 1131103
1111/02 tc 3114/03
2/1103 to 4/30/03
511/03 lo 7/31/03
I 811/03 to 10/31/03
1111/031o 1/3\/04
2/1/04 10 4/30/04
5/1/04 !o 7/31/04
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTI-f CAROLINA
PAGEJOF4
Ave,ege lotal
Flow Volume for voe Pounds ofVOC
Month Penod Concent,at-,n Re1n0ved Fo, Period Cum.,lat,ve voes Rem:>ved
(11allons) (Ug,t) (Pounds] (Pounda)
Mar-116 426.083 " 0" 0,0
Apr-96 364,772 " 0.HI 0.39
M:iy-116 257,720 " 0"' "' Jun-06 114,046 ., 0"' "' Jul-06 202,477 " 00, "' Aug-116 207,503 " 0.11 0.72
Sep-116 200,6411 " 0.11 0'3
Oci-06 101.512 " 0.05 oe,
Nov-110 116.354 "" "'" 0.92
Oec-98 137,045 42.8 "" 00,
Jan-07 148,036 "" 005 "' Feb-97 215,730 "" 0.11 \.13
Mar,97 223,222 "" 0.12 1.25
Apr-117 253,11!7 63.9 0,13 u,
May-97 223,177 "' 0.15 rn
Jon-117 234,6811 " 0.16 1.69
Jul-117 117,736 " 0.08 1.77
Aog-07 50.248 124,9 005 '" Sep-07 36,204 124 9 0"' '"' Oct-97 70.207 124 11 00, 1.93
Nov-97 102,326 122.5 0" 2.03
Dec·G7 114,452 122.5 0.12 2.15
Jar,-98 178,387 122 5 0.18 2.33
Feb-QB 178.387 20\ 8 030 2"
Mar-118 145,528 201 8 0" '"' Ap,.[18 600,075 201 8 1.01 '"' May·118 410,005 13118 "" "' Jun•118 431.:mo 13118 050 '"' Jul•118 32>1,835 13118 "'" 5"
Aug,G8 473.0113 '" "' 5.80
Sei,-118 513.888 "' 00, "" OcHl8 403.8411 "' 0.58 ""' Nov-118 4118.870 203 0"' '" Oec-118 371,824 '03 003 "" Ja11-IIII 337,877 203 "" 003
Fel>-1111 384,124 "' 1.60 1063
Mar-1111 5311.1125 "' 2.25 "" Apr·IIII 431,7211 "' '"' 14 88
May-1111 388,443 '" 1.43 16 11
Ju11-0ll 409.066 '" 1.50 H.61
Jul-llQ 502.412 '" 1,85 11146
""9·1111 228.824 "" "" 20.54
Sei,-119 820,215 5"" 3"" 2442
Qd.o, 530.478 5"" 2.51 28113
Ncv-1111 300,353 "' 1.87 2880
De.:-1111 543.545 "' "' 31 41
Jan-00 170,316 "' 0"' 32.23 ,..,_,, 357,840 '"'5 055 32.76
Ma,.oo 335,782 184 5 0 52 33 30 .,._,, 331,270 '"' 5 0.51 3381
May-00 151,212 "' 0'" ,. 00
Ju11-00 3()().123 "' "'' 300
Jul-00 231.11111 "' 0.30 ,. ..
Aug-OD 186.404 ,03 "'" "" Sep-00 84,760 503 "'" 35 83
Oct-00 160,071 503 "'" 365Q
Jar,-01 528,024 "' "" 36116
Apr-01 261.860 "' 0.111 37.15
Ju~01 228.200 "' 0,0 38 14
Oci-01 208.250 "' 09' ""' Ja11-02 120,002 '"' o .. 31174
Ju~02 168.455 "' 052 4026
Od-02 282.381 "' '"' ""' Ja11-0J 109,118 "' 03' 41 42
Mar-03 18,1177 "'3 0.00 41 51
Apr-03 111:1,452 '" 0.53 ""' Jul-03 24,733 "' oo, ""' Oct-OJ 66,440 3 '"' 0"' ""' ''""' 1.001,001 '"' 0 1.81 '300
Apr-04 784,057, 1 '"' 0 1.30 4520
'="' 1,0JQ.626,0 ~ 2150 ' 1.68 47,08
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System
UI\. Macon
12-1-IIBto 12·31-116
12-JHIO to 1-27-1111
1-27-1111 to 2-23-1111
2-23-110 lo :J..W.1111
3-30-QII 10 4-W-110
4-29-1111 to 5-27-1111
5-27-1111 lo 6-24-1111
6-24-111110 7-29-1111
7-29-00 to 6-27-00
6-27,0Q 10 9-2Mlll
9-27-8'110 10-29-00
10.29-0G to 11-24-00
11.24.09 to 12-30-"51
12-30.IXI to 1•2M)O
1·21·00 !O 2•25•00
J..HXl!03·31·00
3.31-()0 to 4.27.00
4,27-00to5•26·00
5-26.00 to 6.30-00
6.30-0010 7•26.00
7·26.00 lo S.20.00
a.2g.oo 10 g.2s-oo
0.25·00 1D 10-26·00
10-26-00to 1,26.01
1·26.01 to 4-20-01
4•20-01 !O 7·19·01
7-10.01 to 10-111-01
11-00.01 lo 02-06-02
5-1-02107-31-02
811/0210 10/31/02
1111102 to 1/31/03
211/03 to 4/30i03
511/03 to 7131/03
8/1I03to 10/31/03
11/1/0310 1131/M
2/1/04 (D 4/JQ/O<I
"511/04 to 7/31/04
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE40F4
Avorage Total
Flow Volume tor voe Pounds of voe
Month '""' Conc,.ntration RemovDd For Ponod Cumulat1va VOCs Removed
(galloM) (<.nil) (Pounds) (Pounds)
Mar-08 375.318 "0 0" 0.08
Apr-00 7011,726 "0 0.14 022
May-96 482,220 "' 0.00 0.31
Jun-06 48,305 "0 O.Q1 '" Jul-116 759,1120 220 0" "" Aug-96 638,400 31,0 0.16 oa2
Sop-00 302,505 "0 0.00 0 70
Oct·OO 640,760 "0 0.17 '"' Nov-116 871,155 253 0.18 '" Dec:-00 725,5411 25.3 0" \.20
Ja,,-117 598,131 253 0,13 '" Fat>-117 7115,239 2 .. 0.16 1.49
M■r-117 11311,710 "' 0.111 "" Ap,-117 910,080 ,. . 0.111 1.87
May-117 9911,040 ,. 0 020 2.07
Jun-117 605,7112 "' 0.12 2.111
Jul-97 223,8511 ,., "" 2.23
Aug-97 1111,879 "' 0.17 2.40
$qp-Q7 1117,831 no 0.18 "" Oct-117 821,135 no 0.16 2.74
Nov-117 140,7118 '"' 002 2.J!l
Oec-117 844,21111 '"' 0.11 2.87
Jon-118 531,692 '"' 0" 2 ...
Ft1b.ll8 1,051.002 220 020 3.14
Mar-08 {132.26(1 22.9 0.18 J,32 ,,,,_,, 862.272 22.11 0.13 "' May-06 876,945 22.3 0.18 '"' '=" 448,058 22.3 0 00 30,
Jul-96 776,195 "' 0,14 3"3
Aug-118 857,122 22.5 "" "' Sep-96 821,424 m 0,15 . " ""·" 718,543 m 0.13 "' Nov-98 251,141 "' 003 "" Doc-98 713,232 16.5 0.10 "' Jan-1111 835,206 "' 0.11 "' Feb-011 588,5711 203 0,10 '"' Mar-1111 1,035.8113 203 0,10 4,711
Apr-llll 811<1,71!3 203 0" '" May-1111 828,0411 "0 0" "" Jur,..00 8011,334 21.0 0" ,,,
Ju!-1111 582.110 "' 0.10 rn
Aug-99 635.226 "0 oo, '" Sep-00 768,831 HO 0.11 5.52
Od-0, 804,735 HO "' '"' NoY•OO 046,405 "' '" 5.72 ,-.. 575,3117 "' 000 "" Jan-00 261,&>8 "' 003 5.81
fet,.00 161,156 '" 0.01 '"' Ma,-00 308,952 '" 0.02 , ..
,,,,.oo 416,369 '" 0.oJ rn
May•OO 127,597 "" 0.02 rn
Jun•OO 607,951 "" oo, "" Jul•OO 4?5,691 "" 005 "" Aug•OO 380,931 332 0.11 "" Sep-00 EIHl,139 3'2 0.25 "" Oc1.oo 242,900 33 2 oo, ...
Jan-01 200,354 332 000 "" Ap,-01 145,019 332 '·"' "" Jul-01 454,1B1 '"' "" '" OCC-01 t,9!l6,749 46.5 0,76 7.46
J■r>-02 7,215,481 .. 020 7.74
Ju~02 1,300,738 '·' 00, 7.79
OCl-02 572,440 .. oo, 7.81
Jan-03 300,408 12,4 '"' '"' """" 2.545,412 ". "" "' Jul-03 1,018,735 00 0.00 "' Oct-03 432,785 00 0.00 e.11
Jan-04 2,375,008 "" 0" "" Apr-04 4,041,045 "' "" '"' Jun-04 1.e04.ee, o • ". 0.00 • 9.80 •
"Upper Macon syslom no! oporahonal Tabl" w.11 be updated and ,nciuded ,n addendum or>eo sys1ftm ,s operat10nal
NA-Nol Analyzed
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APPENDIX A
Laboratory Analytical Results
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Client
Report to:
STL Log# Client Project #
Project Description Report Date
STL Savannah 5102 LaRoche Ave Savannah, Ga 31404
Mr. James Gamertsfelder Applied Earth Sciences 434 Copperfield Blvd. NE Suite B
Concord, NC 2B02S
S445B49
Macon Dockeryy
07-23-04
Page 1 of 33
iiiiiti§i +irii§iii STL
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I ltlllil~I STL illill~IIJ
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockeryy
Laboratory ID S445849*1 • sample ID UMS-INF
Matrix LI Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Paraneter Mctrod Batch Prep Analysis An.a 1 yst Rcsu l t Qual Units OF RL IOL
Oat,:, Data
• Acetone 8021 1B0706 07-06-04 07-06-04 BH 250 < ug/1 10 250 76
Benzene 8021 160706 07-06-04 07-06-04 8H 10 < ug/1 10 10 1.4
Toluene 8021 180706 07-06-04 07-06-04 BH 10 < ug/1 10 10 1.5
m
Total Xylcnes 8021 180706 07-06-04 07-06-04 BH 20 < ug/1 10 20 4.4
Surrog,1te -
a,a,a-Trif1uoroto1uene " 8021 180706 07-06-04 07-06-04 BH 100 •' 10 ,.
0,lorofonn 8021 180706 07-06-04 07-06-04 BH 10 < ug/1 10 10 1.2
I 1,1-Dichloroethane 8021 180706 07-06-04 07-06-04 8H 10 < ug/1 10 10 1,9
1.1-Didilorocthene 8021 1B0706 07-06-04 07-06-04 Bil 180 ug/1 10 10 2.3
1.2-Didlloroethene (total) 8021 1B0706 07-06-04 07-06-04 Bil 22 ug/1 10 20 4 .1
Methylene chloride
I (Dichloromethane) 8021 180706 07-06-04 07-06-04 BH so < ug/1 10 so 1.0
1, 1, 1-Tdchloroethane 8021 180706 07-06-04 · 07-06-04 BH 10 < ug/1 10 10 2 .. 4
Trich1oroethene 8021 IB0706 07-06-04 07-06-04 BH 10 < ug/1 10 10 1.4
D Tetrachloroethcne 8021 160706 07-06-04 07-06-04 Bil 13 ug/I 10 10 1.7
Vinyl chloride 8021 1B0706 07-06-04 07-06-04 BH 10 < ug/1 10 10 3.0
Surrogate -
8rom::,ch1orometh.:ine 11 8021 180706 07-06-04 07-06-04 BH 110 ?; 10
I Lead 7421 0715M 07-15-04 07-21-04 Nl-0 l.O < ug/1 1 3.0 0.68
CaOTlium 7131 0715M 07-15-04 07-21-04 Nl-0 0.30 < ug/1 1 0.30 0.21
Antimony 7041 0715L 07-15-04 07-22-04 Nl-0 10 < ug/1 1 10 3.0
Suspended Solids 160.2 07020 07-02-04 07-02-04 HP s.o < mg/1 1 5.0
I Bariun 6010 071SL 07-15-04 07-16-04 BR 180 ug/1 50 1.0
Beryllium 6010 0715L 07-15-04 07-16-04 BR 1.0 < ug/1 1 1.0 0.40
Chromium 6010 0715L 07-15-04 07-16-04 BR 10 < ug/1 1 10 Ll
I Manganese 6010 071SL 07-15-04 07-16-04 BR s.o < ug/1 1 5 .. 0 1.0
Nickel 6010 071SL 07-15-04 07-16-04 BR 40 < ugn 1 40 2.2
Vanadium 6010 071SL 07-15-04 07-16-04 BR so < ug/1 1 50 0.70
Zinc 6010 071SL 07-15-04 07-16-04 BR 20 < ug/1 1 20 1.l
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0 Page 2 of 33
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I ltDlrl811 STL &Jill§III
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Docketyy
Laboratory ID S445849*2
Sample ;to UMS-EFF
I Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Parameter Met:Md Batch Prep Analysis Analyst Result ~al Unit.s DF RL !l)L
Date Date
Acetone 8021 1£0706 07-06-D4 07-06-04 BH 25 < ug/1 l 15 7.6
I Benzene 8021 IB0706 07-06-04 07-06-04 BH LO < ug/1 l 1.0 0.14
Toluene 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/1 l 1.0 0.15
Total Xylenes 8021 180706 07-06-04 07-06-04 BH 2.0 < Ug/1 l 2.0 0.44
m
Surrogate -
a,a,a-Trif1uoroto1uene " 8021 180706 07-0G-04 07-06-04 BH 113 ,O l
Oiloroform 8021 IB0706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.12
1,1-Dichloroethane 8021 180706 07-06-04 07-06-04 BH 1.0 < ug/1 l 1.0 0.19
I 1,1-Dichloroethene 8021 180706 07-06-04 07-06-04 BH 1.0 < ug/1 l 1.0 0.23
1,2-0ich1oroethene (total) 8021 180706 07-06-04 07-06-04 BH 2.0 < ug/1 1 2.0 0.41
Methylene chloride
D (Di chloronethane) 8021 IB0706 07-06-04 07-06-04 BH S .0 < ug/1 1 s.o 0.10
1,1,1-Trichloroethane 8021 IB0706 07-06-04 07-06-04 BH LO < ug/1 1 1.0 0.24
Trichloroethene 8021 180706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.14
Tetrachloroethcne 8021 IB0706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.17
0 Vinyl chloride 8021 180706 07-06-04 07-06-().1 BH 1.0 < ug/1 1 1.0 0.30
Surrogate -
Bromoch1oroorethane .,. 8021 180705 07-06-04 07-06-04 BH 100 ,, .. l
Lead 7421 0715M 07-15-04 07-21-04 WO 3.0 < ug/1 1 3.0 0 68 g Cadmium 7131 0715M 07-15-04 07-21-04 WO 0.30 < ug/1 1 0 .. 30 0.21
Antimony 7041 071SL 07-15-04 07-22-04 WO 10 < ug/1 1 10 3.0
Suspended Solids 160.2 07020 07-02-04 07-02-04 HP s.o < ,rg/1 1 s.o
a Bariun 6010 0715L 07-15-04 07-17-04 BR 160 ug/1 1 50 1.0
Beryllium 6010 071SL 07-15-04 07-17-04 BR 1.0 < ug/1 1 1.0 0.40
Oiromium 6010 071SL 07-15-04 07-17-04 BR 10 < ug/1 1 10 1.1
Mangareso 6010 0715l 07-15-04 07-17-04 BR 6.2 ug/1 1 5.0 1.0 • Nickel 6010 071SL 07-15-04 07-17-04 BR 40 < ug/1 1 40 u
Vanadium 6010 0715L 07-1S-04 07-17-04 BR so < ug/1 1 so 0.70
Zinc 6010 071SL 07-15-04 07-17-04 BR 20 < ug/1 1 20 1.3
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I Page 3 of 33
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I 11111,1~1 STL Blill~N
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Docker}'Y
Laboratory ID S445B49*3
I Sample ID UD-lNF
Matrix LI Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Parameter -Batch Prep Analysis Analyst Rc:sult Qual lhits DF RL l,IJL
Date Date
I Acetone 8021 1B0706 07-06-04 07-06-04 BH uo < ug/1 uo 38
Benzene 8021 IB0706 07-06-04 07-06-04 8H 5.0 < ug/1 5.0 0.70
Toluene 8021 1B0706 07-06-04 07-06-04 8H 5.0 < ug/1 5.0 0.75
Total Xylenes 8021 1B0706 07-06-04 07-06-04 8H 10 < ug/1 10 2.2
I Surrogate -
a, a, a-Tri fJuororo 1uene 8021 1B0706 07-06-04 07-06-04 SH JO? . 5 ,.
Chloroform 8021 IB0706 07-06-04 07-06-04 8H 5 .o < ug/1 s.o 0.60
I 1.1-Dichloroethanc 8021 1B0706 07--06-04 07-06-04 8ll 6.6 ug/I 5 5 0 0.95
1, 1-Dichloroethcne 8021 1B0706 07-06-04 07-06-04 8ll 120 ug/I 5 5.0 1.2
1,2-Dichloroethe.ne (total) 8021 180706 07--06-04 07-06-04 8H 10 < ug/1 5 10 2.0
Methylene chloride
I (Di ch loromethane) 8021 1B0706 07--06-04 07-06-04 8H 25 < ug/1 25 o.so
1,1, 1-Trichlorocthane 8021 180706 07-06-04 07-06-04 Bit 7.9 ug/I 5 5.0 1 .2
Tri ch I oroct.hcne 8021 1B0706 07-06-04 07-06-04 8ll 19 ug/I 5 ,_o 0.70
Tetrachloroethene 8021 1B0706 07-06-04 07-06-04 8H 5.0 < ug/1 ·. 5 5.0 0.85
I Vinyl chloride 8021 1B0706 07-06-04 07-06-04 8H S.D < ug/1 5.0 LS
Surrogate -
Bromoch1oromerhane .t-8021 180706 07-06-04 07-06-04 BH 100 .. 5 ..
I Lead 7421 0715M 07-15-04 07-21-04 Nl'D 3 .0 < ug/1 1 3.0 0.68
Oidmium 7l31 0715M 07-15-04 07-21-04 Nl'D 0 .. 30 < ug/1 1 0.30 0.,21
Antimony 7041 071SL 07-15-04 07-22-04 N1'1l 10 < ug/1 1 10 3.0
Suspended Solids 160.2 0702D 07-02-04 07-02-04 HP s .. o < mg/1 1 5.0
I B.ilrillll 6010 0715L 07-15-04 07-"17-04 Bil 54 ug/I 1 50 1 .o
Beryllium 6010 07lSL 07-15-04 07-17-04 8R 1.0 < ug/1 1 LO 0.40
Chraniun 6010 0715L 07-15-04 07-"17-04 Bil 10 ug/I 10 1.'
I
Manganese 6010 0715L 07-15-04 07-17-04 8R s.o < ug/1 1 5.0 1.0
Nickel 6010 0715L 07-15-04 07-17-04 BR 40 < ug/1 1 40 2.2
Vanadium 6010 071SL 07-15-04 07-17-04 BR 50 < ug/1 1 so 0.70
Zinc 6010 0715L 07-15-04 07-17-04 BR 20 < ug/1 1 20 1.3
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• Page 4 of 33
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I 11111,1~1 STL lllili~li'I
I STL savannah
Client Applied Earth Sciences
work Order ID Macon Dockeryy
Laboratory ID S445849*4
I Sample ID UD-EFF
Matrix LI Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Parameter Mothxl Batth Prep Analysis Analyst Result (lual lklits OF RL IDL
Date Date
I Acetone 8021 1B0706 07-06-04 07-06-04 BH 25 < ug/l 1 25 7.6
Benzene 8021 1B0706 07-06-04 07-06-04 BH 10 < ug/7 1 LO 0.14
Toluene 8021 1B0706 07-06-04 07-06-04 BH LO < ug/l 1 LO 0.15
Total Xylenes 8021 1B0706 07-06-04 07-06-04 BH 2.0 < ug/1 1 2.0 0.44
I Surrogate -
a,a,a-Tn'f1uoroto1uene,.. 8021 1B0706 07-06-04 07-06-04 BH 113 .. 1
Oilorofonn 8021 ]B0706 07-06-04 07-06-04 BH LO < ug/l 1 LO 0.12
1,1-0ichloroethane 8021 1B0706 07-06-04 07-06-04 Bil 1.0 < ug/l 1 1.0 0.19
I 1,1-Dichloroethene 8021 1B0706 07-06-04 07-06-04 Bil 1.0 < ug/l 1 LO 0.23
1,2-Dichloroethene (total) 8021 1B0706 07-06-04 07-06-04 OH 2.0 < ug/l 1 2.0 0.41
Methylene chloride
I (Dichlorometh.ine) 8021 1B0706 07-06-04 07-06-04 BH s .. o < ug/l 1 s.o 0.10
1,1,1-Trichloroethane 8021 1B0706 07-06-04 07-06-04 BIi LO < . ·ug/l 1 LO 0.24
Trichloroethene 8021 1B0706 07-06-04 07-06-04 BH LO < ug/l 1 LO 0.14
· Tetrachloroethene 8021 100706 07-06-04 07-06-04 BH LO < ug/1 1 LO 0.17
I Vinyl chloride 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/l 1 LO O.JO
Surrogate -
Bron10ch1or·omethane '1 8021 180706 07-05-04 07-06-04 GIi 99 .. .. 1
Lead 7421 0715M 07-15-04 07-21-04 NMD J.O < ug/l 1 J.O 0.68
I cadmium 7131 0715M 07-15-04 07-21-04 NMD 0.30 < ug/1 1 O.JO 0.21
Antimony 7041 071SL 07-15-04 07-22-04 NMJ 10 < ug/l 1 10 3.0
Suspended Solids 160.2 07020 07-02-04 07-02-04 HP 5.0 < mg/l 1 5.0
I Baril.Ill 6010 0715L 07-15-04 07-17-04 BR 54 ug/1 1 50 1 .o
Beryllium 6010 071SL 07-15-04 07-17-04 BR LO < ug/1 1 LO 0.40
Oiromium 6010 071SL 07-lS-04 07-17-04 BR 10 < ug/1 1 10 1.1
Manganese 6010 0715L 07-lS-04 07-17-04 BR s.o < ug/l 1 s.o 1.0
I Nickel 6010 0715L 07-15-04 07-17-04 BR 40 < ug/l 1 40 2.2
Vanadium 6010 071SL 07-15-04 07-17-04 BR so < ug/l 1 so 0.70
Zinc 6010 0715L 07-15-04 07-17-04 BR 20 < ug/l 1 20 L3
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I 111111~1 STL illill§III
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockery9'
Laboratory ID S445849+5
I Sample ID MW-9
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Paranrter Metrod Batch Prep Analysis Ana I yst Resu It Qual Units OF RL IIJL
Date Date
I Acetone 8021 1B0706 07-06-04 07-06-04 BH so < ug/7 2 50 15
Benzene 8021 180706 07-06-04 07-06-04 BIi 2.0 < ug/7 2.0 0.28
Toluene 8021 180706 07-06-04 07-06-04 8H 2.0 < ug/1 2 2.0 0.30
Total Xylenes 8021 JB0706 07-06-04 07-06-04 8H 4.0 < ug/1 2 4.0 0.88
I Surrogate -
a,a,a-Tflf1uoroto1uene" BOZl 180706 07-06-04 07-06-04 8H 103 ·• 2
Oiloroform 8021 180706 07-06-04 07-06-04 8H 2.0 < ug/7 2 2.0 0.24
I
1,1-Dichloroothanc 8021 180706 07-06-04 07-06-04 BIi 35 u!)/1 2 2.0 0.38
1, 1-Dlchloroct.hene 8021 180706 07-06-04 07-D6-04 BIi 23 u!)/1 2 2.0 0.46
l,2-Dich1oroethene (total) 8021 1B0706 07-06-04 07-06-04 BIi 4.0 < ug/1 2 4.0 0.82
Methylene chloride
R (Oichloromethane) 8021 180706 07-06-04 07-06-04 8H 10 < ug/1 2 10 0.20
1, 1, 1-Trichloroethane 8021 1B0706 07-06-04 07-06-04 BH 2.0 < ug/1 2 2.0 0.48
Trichloroethenc 8021 1B0706 07-06-04 07-06-04 Bil 2 .. 0 < ug/1 2 2-0 0.28
Tctrachloroethcne 8021 1B0706 07-06-04 07-06-04 Bil 5. 1 u!)/1 2 2.0 0.34
D Vinyl chloride 8021 180706 07-06-04 07-06-04 BH 2.0 < ug/1 2 2.0 0.60
Surrogate -
Bromoch1oromethilne IT 8021 180706 07-06-04 07-06-04 BH JOO .. 2 ..
D Lead 7421 0715M 07-15-04 07-21-04 N"° 3.0 < ug/7 l 3.Q 0 .. 68
Caanium 7131 0715M 07-15-04 07-21-04 Nl-0 O.JO < ug/1 1 O.JO 0.21
Antil!'(lny 7041 0715L 07-15-04 07-22-04 "'° 10 < ug/1 1 10 3.0
Suspended So I i ds 160 .2 07020 07-02-01 07-02-04 HP 570 ,WI 5.Q
D Bariut1 6010 0715l 07-15-04 07-17-04 Bil 1700 ug/1 50 1.0
Beryllium 6010 071SL 07-15-04 07-17-04 BR 1-0 < ug/1 1 LO 0.40
Chrtrnillll 6010 0715L 07-15-04 07-'17-04 Bil 79 ug/1 10 1.1
Manganese 6010 D715L 07-15-04 07-17-04 Bil 3600 u!)/1 5 0 1.0
D Nickel 6010 0715L 07-15-04 07-17-04 Bil 150 ug/1 , 40 2.2
Vanadium 6010 0715L 07-15-04 07-17-04 BR 50 < ug/1 1 so 0 .. 70
Zinc 6010 0715L 07-15-04 07-17-04 Bil 63 ug/1 20 1.3
D
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• Page 6 of 33
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I ltDll~I STL llilill~III
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon DockerYY
Laboratory ID $445849*6
I Sample ID MW-16
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result ~al lklits DF RL !Ill
Date Date
I Acetone 8021 1BD706 07-D6-0< 07-D6-0< BIi 25 < ug/1 1 25 7.6
Benzene 8021 1B0706 07-D6-0< 07-06-0< BH 1.0 < ug(l 1 1.0 0.14
Toluene 8021 1B0706 07-06-0< 07-06-0< BH 1.0 < ug/1 1 1.0 0.15
Total Xylenes 8021 180706 07-06-0< 07-06-0< BH 2.0 < ug/l 1 2 .0 0.44
I Surrogate -
a,a,a-Trif'Juorora1uene .. 8021 180706 07-06-04 07-06-04 SH 103 . 1 ·"
0,.loroform 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/l 1 1.0 0.12
• 1, 1-Dichloroethanc 8021 1B0706 07-06-04 07-06-04 8H 16 ug/1 1.0 0 .19
1, 1-Dichloroethcnc 8021 180706 07-06-04 07-06-04 811 1.2 ug/1 1 1.0 0.23
1,2-Dichloroethene (total) 8021 1B0706 07-06-0< 07-06-04 BH 2.0 < ug/l 1 2.0 0.41
Methylene chloride
I (Di ch lormethane) 8021 1B0706 07-06-0< 07-06-04 BH s.o < ug/1 1 s.o 0.10
1,1,1-Trichloroethanc 8021 1B0706 07-06-04 07-06-04 8H 3.9 ug/1 1 1.0 o. 24
Trichloroethene 8021 JB0706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.14
Te.trach lor1Jethene 8021 JB0706 07-06-0< 07-06-0< BH LO < ug/1 1 1.0 0.17
I Viny1 chloride 8021 1B0706 07-06-0< 07-06-0< BH 1.0 < ug/l 1 1.0 0.30
Surrogute -
Broooch1oromethane ot 8021 1B0705 07-05-04 07-05-04 811 110 1
D Lead 7421 0715M 07-15-0< 07-21-04 ""' 3.0 < ug/l 1 3.0 0.68
cactniun 7131 071511 07-15-04 07-21-04 rm 1 .1 ug/1 1 0.30 Q, 21
Antirrony 70<1 071SL 07-15-04 07-22-04 Nl'D 10 < ug/l 1 10 3.0
Suspended Sol ids 160,2 07020 07-02-04 07-02-04 HP 190 eyl 5.0
D Bariun 8010 0715L 07-15-04 07-17-04 BR 73 ug/1 1 50 1.0
Beryllium 6010 071SL 07-15-0< 07-17-0< BR 1.0 < ug/l 1 LO 0.40
Chnrniuu 6010 0715L 07-15-04 07-17-04 BR 28 ug/1 10 1. 1
n Manganese 8010 0715l 07-15-04 07-17-04 BR 280 ug/1 1 5.0 1. 0
Nickel 6010 071SL 07-15-0< 07-17-0< BR 40 < ug/l 1 40 2.2
Vanadium 6010 0715L 07-15-04 07-17-0< BR 50 < ug/l 1 so 0.70
Zinc 6010 0715l 07-15-04 07-17-04 BR 46 ug/1 20 1 .3
0
g
u
m
I Page 7 of 33
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Paraneter
Ch1orofonn
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
Me thy 1 ene ch lor·i de
(Di ch 1 oromethane)
1,1,1-Trichloroethane
Trichloroethene
Tetrachloroethene
Vinyl chloride
Surrogate -
Bromoch1orcxnerhane ,t
Suspended Sol ids
Antirrony
Bariun
Beryllium
Olromium
Marganese
Nickel
Vanadium
Zinc
Applied Earth
Macon DockerYY
S445849*7
MW-24
LI
Method Batch
6021 1B0706
8021 1B0706
8021 180706
8021 180706
B021 180706
8021 180706
B021 180706
8021 180706
B021 1B0706
8021 180706
16(L2 070W
7041 0715L
6010 0715L
6010 0715L
6010 0715L
6010 0715L
6010 0715L
6010 0715L
6010 0715L
ltl!llil~I STL lilill~lil
STL Savannah
Sciences
Sampled ' 06-28-2004
Received: 06-30-2004
RESULTS SUMMARY REPORT
Prop Analysis Analyst Result Qual Units DF RL !Ill
Date Date
07-D6-04 07-06-04 BH LO < ug/1 1 1.0 0.12
07-06-04 07-06-04 BH 15 ug/1 1 1 .0 0.19
07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.2)
07-06-04 07-06-04 BH 2.0 < ug/1 1 2.0 0.41
07-06-04 07-06-04 BH s.o < ug/1 1 s.o 0.10
07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.24
07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.14
07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.17
07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.30
07-06-04 07-06-04 SH 100 .. l
07-02-04 07-02-04 HP 6.0 "lJfl 1 5.0
07-15-04 07-22-04 Nm 10 < ug/1 1 10 3 .. 0
07-15-04 07-17-04 BR 88 ug/1 50 1.0
07-15-04 07-17-04 BR 1.0 < ug/1 1 1.0 0.40
07-1S-04 07-17-04 BR 10 < ug/1 1 10 1.1
07-1S-04 07-17-04 BR 2100 ug/1 1 5.0 1 .0
07-15-04 07-17-04 BR 40 < ug/1 1 40 2.2
07-15-04 07-17-04 BR 50 < ug/1 1 so 0.70
07-15-04 07-17-04 BR 20 < ug/1 1 20 1.3
Page 8 of 33
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Pararretcr
Chlorofonn
1, 1-Dichloroethanc
1,1-Dichloroethene
1,2-Dichloroethene (total)
Methylene chloride
(Di ch loromethane)
1,1, 1-Trlchloroethane
Trichloroethene
Tetrachloroethene
Vinyl chloride
Surrogate -
Bronoch1orooiethane '1
Suspended So I ids
Antiroony
Bari um
Beryllium
Chromium
Marganesc
Nickel
Vanadium
Zin::
111111~1 STL lilill§III
STL Savannah
Applied Earth Sciences
Macon DockerYY
S445849*8
MW-21
LI Sampled : 06-28-2004
Received: 06-30-2004
RESULTS SUMMARY REPORT
Mct/-od Batth Prep Analysis Ana I yst Rcsu It Qual Units OF RL llll
Date Date
8021 IB0706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.12
8021 180706 07-06-04 07-06-04 SH 1 .3 ug/1 1 1 .0 0.19
8021 JJ30706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.23
8021 JJ30706 07-06-04 07-0G-04 BH 2. 0 < ug/1 1 2.0 0.111
8021 180706 07-06-04 07-06-04 BH 5.0 < ug/1 1 5.0 0.10
8021 180706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.24
8021 180706 07-06-04 07-06-M Bil 7. 1 ug/1 1 1.0 O.M
8021 JJ30706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.17
B021 JJ30706 07-06-04 07-05-04 BH 1.0 < ug/1 1 1.0 0.30
8021 180706 07-06-04 07-06-04 BIi 110 .. 1 ..
160.2 07020 07-02-04 07-02-04 HP 10 og/1 1 5.0
7041 0715l 07-15-04 07-22--04 N>1l 10 < ug/1 1 10 3 .o
6010 0715l 07-15-04 07-°17-04 BR 50 < ug/1 1 50 1.0
6010 0715L 07-15-04 07-17-04 BR 1.0 < ug/1 1 LO 0.40
6010 0715l 07-15-04 07-17-04 BR 10 < ug/1 1 10 1.1
8010 0715L 07-15-04 07-17-04 BR 14 ug/1 5.0 1.0
6010 0715l 07-15-04 07-17-04 BR 40 < ug/1 1 40 2.2
6010 071Sl 07-15-04 07-17-04 BR 50 < ug/1 1 50 0.70
6010 071SL 07-15-04 07-17-04 BR 94 ug/1 20 1 .3
Page 9 of 33
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Parameter
Ollorofonn
1,1-0ichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
Methylene chloride
(Di ch lorooethane)
1,1,1-Trichloroethane
Trichloroethene
Tetrachloroethene
Vinyl chloride
Surrogate -
BrDlloch1oromethane "
Lead
Cadmium
Antim::iny
suspended Sol ids
Bariun
Beryllium
Chromium
Manganese
Nickel
Vanadium
Zinc
lillltl~I STL llliil~lill
STL Savannah
Applied Earth Sciences
Macon Dockeryy
S445849*9
MW-25
L1 Sampled : 06-28-2004
Received: 06-30-2004
RESULTS SUMMARY REPORT
,.,trod Batch Prep Analysis Analyst Result Qual Units DF RL >Ill
Date Date
8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/7 1 1.0 0.12
8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/7 1 1.0 D.19
8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/7 1 1.0 0.23
8021 1B0706 07-06-04 07-06-04 BH 2.0 < ug/7 1 2.0 0.41
8021 IB0706 07-06-04 07-06-04 BH s.o < ug/7 1 s.o 0.10
8021 IB0706 07-06-04 07-06-04 BH 1.0 < ug/7 1 1.0 0.24
8021 180706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.14
8021 1B0706 07-06-04 07-06-04 8H LO < ug/7 1 1.0 0.17
8021 180706 07-06-04 07-06-04 BH LO < ug/7 1 1.0 0.30
8021 180706 07-00-04 07-06-04 BH 100 . 1 ..
7421 0715M 07-15-04 07-21-04 Nl'iJ 3.0 < ug/1 ·1 3.0 0.68
7131 0715M 07-15-04 07-21-04 N>ID 0.30 < ug/7 1 0.30 0.21
7041 0715l 07-15-04 07-22-04 IMl 10 < ug/7 1 10 3.0
160.2 07020 07-02-04 07-02-04 HP 5.0 ,g/1 5.0
6010 0715L 07-15-04 07-17-04 BR 120 ug/1 1 50 1 .0
6010 0715l 07-15-04 07-17-04 BR 1.0 < ug/7 1 LO 0.40
6010 071Sl 07-15-04 07-17-04 BR 10 < ug/7 1 10 1.1
6010 0715L 07-15-04 07-17-04 BR 5.7 ug/1 5 .o 1.0
6010 071Sl 07-15-04 07-17-04 BR 40 < ug/7 1 40 2 .2
6010 071SL 07-15-04 07-17-04 BR so < ug/7 1 so 0.70
6010 071Sl 07-15-04 07-17-04 BR 20 < ug/1 1 20 1.3
Page 10 of 33
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Client ,
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Parameter
Acetone
Benzene
Toluene
Total Xylcnes
Surrogate -
a,a,a-Trif1uororo111ene ,.
Ollorofonn
1,1-Dichloroethane
1, 1-Dichlorocthene
1,2-Dichloraethene (total)
Methylene chloride
{Dichloromethane)
1, 1, 1-Tridtloroethane
Trichloroethene
Tetrachloroethene
Vinyl chloride
Surrogate -
Bromoch 7oromethane
suspended Sol ids
Antimony
Bariun
Beryllium
Chromium
Manganese
Nickel
Vanadium
Zinc
111111~1 STL lllill~lil
STL Savannah
Applied Earth Sciences
Macon Dockery)'
S445849*10
MW-2A
LI Sampled ' 06-28-2004
Received: 06-30-2004
RESULTS SUMMARY REPORT
Method Batch Prep Analysis Ana I yst Resu I t Qual Units OF RL !IJL
Bate Bate
8021 1B0707 07-07-04 07-07-04 8H 120 < ug/l 5 120 38
8021 180707 07-07-04 07-07-04 BH 5.0 < ug/7 5 5.0 0.70
8021 1B0707 07-07-04 07-07-04 BH 5.0 < ug/1 5 5.0 0.75
8021 180707 07-07-04 07-07-04 BH 10 < ug/l 5 10 2.2
80.?l l£30707 07-07-04 07-07-04 8H 103 % s
8021 180707 07-07-04 07-07-04 BH 5.0 < ug/1 5 5.0 0.60
8021 1B0707 07-07-04 07-07-04 BH 5.0 < ug/l 5 5.0 0.95
8021 1B0707 07-07-04 07-07-04 Bil 98 ug/1 5 5 .. 0 1. 2
8021 180707 07-07-04 07-07-04 BH 10 < ug/1 5 10 2.0
8021 180707 07-07-04 07-07-04 BH 25 < ug/l 25 0.50
8021 1B0707 07-07-04 07-07-04 Bil 8.0 ug/1 5 5.0 1..2
8021 1B0707 07-07-04 07-07-04 BH 5.0 < ug/l 5 5.0 0.70
8021 180707 07-07-04 07-07-04 BH · 5.0 < ug/l 5.0 0.85
8021 1£0707 07-07-04 07-07-04 BH 5.0 < ug/1 5.0 1.5
8021 1B070i 07-07-04 07-07-04 SH 96 '" s ..
160.2 07020 07-02-04 07-02-04 HP 6.0 "911 5.0
7041 071SL 07-15-04 07-22-04 ffl) 10 < ug/1 1 10 l.O
6010 0715L 07-15-04 07-17-04 BR 160 ug/1 50 , 0
6010 071SL 07-15-04 07-17-04 BR 1.0 < ug/1 1 1.0 0.40
6010 071SL 07-15-04 07-17-04 BR 10 < ug/l 1 10 1.1
6010 071SL 07-15-04 07-17-04 BR s.o < ug/l 1 5.0 1.0
6010 071SL 07-15-04 07-17-04 BR 40 < ug/l 1 40 2.2
6010 071SL 07-15-04 07-17-04 BR 50 < ug/l 1 50 0.70
6010 0715L 07-15-04 07-17-04 BR 41 ug/1 20 1.3
Page 11 of 33
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B
fl
D
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Client
Wox:k Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Par.meter
Acetone
Benzene
Toluene
Total Xylenes
Surrogare -
a,a,a-Trif'Juororo1uene ,t
Chlorofonn
1,1-Dichloroethane
1, 1-0ichloroothene
1,2-Dichloroethene (total)
Methylene chloride
(Dichloromethane)
1, 1, 1-Tridlloroethane
Trlchloroe.thene
Tetrachloroethene
Vinyl chloride?
Surrogate -
Bromoch 1oroo1ethane ,t
Suspended Solids
Antirrony
Barillll
Beryllium
O,romium
Manganese
Nickel
Vanadium
Zin::
ltl!llil~I STL lilill~lil
STL Savannah
Applied Earth Sciences
Macon Dockeryy
S445849*11
DUP-2
LI 'Sampled : 06-28-2004
Received: 06-30-2004
RESULTS SUMMARY REPORT
Method Batch Prep Analysis Analyst Result (;,al Units OF RL 11'.ll
Date Date
8021 1£0707 07-07-04 07-07-04 SH uo < ug/l ]10 38
8021 1B0707 07-07-04 07-07-04 SH 5.0 < ug/l s.o 0.70
8021 180707 07-07-04 07-07-04 BH s.o < ug/l s.o 0.7S
8021 1BD707 07-07-04 07-07-04 BH 10 < ug/l 10 2. 2
8021 1B0707 07-07-04 07-07-04 ae 103 . s ..
8021 180707 07-07-04 07-07-04 BH s.o < ug/l s.o 0.60
8021 180707 07-07-04 07-07-04 BH 5.0 < ug/l 5 5.0 0.9S
B021 180107 07-07-04 07-07-04 "" 90 '-911 5 5 .. 0 1. 2
8021 1B0707 07-07-04 07-07-04 BH 10 < ug/l 5 10 2.0
8021 180707 07-07-04 07-07-04 BH 2S < ug/l 25 0.50
B021 160707 07-07-04 07-07-04 "" 8.0 ug/1 5 5.0 1 2
B0ll 180707 07-07-04 07-07-04 BH 5.0 < ug/1 5 5.0 0.70
8021 180707 07-07-04 07-07-04 BH 5.0 < ug/l 5 s.o 0.85
8021 l.B0707 07-07-04 07-07-04 BH 5.0 < ug/l 5 s.o 1.S
8021 1B0707 07-07-04 07-07-04 BH 100 .• 5
160-2 0702□ 07-02-04 07-02-04 HP s.o < mg/l 1 5.0
7041 071SL 07-1S-04 07-22-04 WV 10 < ug/1 1 10 3.0
6010 0715l 07-15-04 07-17-04 BR 160 Ug/1 1 50 1.0
6010 0715L 07-15-04 07-17-04 BR 1.0 < ug/l 1 1..0 0.40
6010 071Sl 07-1S-04 07-17-04 BR 10 < ugfl 1 10 1.1
6010 0715L 07-15-04 07-17-04 BR 5.0 < ug(l 1 5 .0 1.0
6010 0715L 07-15-04 07-17-04 BR 40 < ug/1 1 40 2.2
6010 0715l 07-15-04 07-17-04 BR 50 < ug/l 1 so 0.70
6010 0715L 07-15-04 07-17-04 BR 57 '-911 20 1. 3
Page 12 of 33
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llllli~II STL lfi~l~lil
STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockeaj
Laboratory ID S445849"'12
I Sample ID MW-13
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
I
RESULTS SUMMA.RY REPORT
Parillreter l!etJ,od Batch Prep Analysis Ana I yst Resu It Qual Units OF RL llll
Date Date
I Ch1orofonn 8021 1£0706 07-06-04 07-06-04 BH 1.0 < ugn 1 1.0 0.12
1,1-Dichloroothanc 8021 160706 07-06-04 07-06-04 BH , .0 u!JII , 1.0 0.19
l, 1-Di chloroethene 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ugn 1 1.0 0.23
I 1,2-Dichloroethene (total) 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ugn 1 2.0 0.41
Me.thylene chloride
(Dichloromethane) 8021 1B0706 07-06-04 07-06-04 8H 5.0 < ug/7 1 s.o 0.10
1, 1, 1-Trichloroet.hane 8021 180706 07-06-04 07-06-04 BH , s ug/1 1 .0 0.24
I Trichloroethene 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ugn 1 1.0 0,14
Tetrachloroethene 8021 1B0706 07-06-04 07-06-04 BH 1.0 ' ug/7 1 1.0 0.17
Vinyl chloride 8021 180706 07-06-04 07-06-04 BH LO ' ugn 1 1.0 0.30
Surrogate -
Bron,och 1oromerlwne 8021 180706 07-06-04 07-06-0-1 BIi 92 ,., 1
Suspended Sol ids 160.2 07020 07-02-04 07-02-04 HP BBC ,w'I 1 5 .. 0
Lead 7421 0715M 07-15-04 07-22-04 WI) 20 •F< ugn 1 3.0 0.68
I Antimony 7041 0715L 07-1S-04 07-22-04 t.1-'D 10 ' ugn 1 10 · 3.0
Mercury 7470 0706R 07-06-04 07-06-04 SHN 0.20 < ugn 1 0.20 0.078
Bariun 6010 0715L 07-15-04 07-17-04 BR 560 u!JII 50 1.0
Beryl I iun 8010 0715L 07-15-04 07-17-04 BR 3.4 u!JII 1.0 0 ,'10
Chrt111iun 8010 0715L 07-15-04 07-'17-04 BR 47 ug/1 10 1 .1 .. _ 6010 0715L 07-15-04 07-17-04 BR 780 ug/1 1 5.0 1.0
Nickel 6010 0715L 07-15-04 07-17-04 BR 40 < ugn 1 40 2.2
I
Vanadiun 6010 071SL 07-15-04 07-17-04 BR 67 ug/1 1 50 Q.70
Zinc 6010 071SL 07-15-04 07-"17-04 BR 150 u!JII 1 20 1.3
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11111,1~11 STL lllill§lil
STL Savannah
Client Applied Earth Sciences
Work Order ID Macon DockerYY
I Laboratory ID S445849*13
Sample ID MW-22
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
I
RESULTS SUMMARY REPORT
Pararrcter Ycth:>d Batch Prep Analysis Analyst. Result Qual Units OF RL IIJL
Date Date
I Acetone 6021 1B0707 07-07-04 07-07-04 BH 25 < ug/1 1 25 7.6
Benzene 8021 1B0707 07-07-04 07-07-04 Bil LO < ug/1 1 1.0 0.14
Toluene 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ug/1 l 1.0 0.15
I Total Xylenes 8021 1B0707 07-07-04 07-07-04 BH 2.0 < ug/1 1 2.0 0.44
Surrogate -
a,a,a-Trif1uororo1uene " 8021 1B0707 07-07-04 07-07-04 BH 103 ., 1 .,
Ollorofonn 8021 1B0707 07-07-04 07-07-04 Bil 1.0 < ug/1 1 1.0 o.u
I l, 1-0 i ch I oroethane 8021 180707 07-07-04 07-07-04 BH 3 7 ug/1 1 1 .o 0.19
1,1-0ichloroethene 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ug/1 l 1.0 0.23
1,2-0ichloroethene (total) 8021 1B0707 07-07-04 07-07-04 BH 2.0 < ug/1 1 2.0 0.41
I Methylene chloride
(Dichloromethane) 8021 180707 07-07-04 07-07-04 BH 5 .. 0 < ug/1 1 s.o o. 10
1,1,1-Trichloroethane 8021 1B0707 01-01..:04 07-07-04 BH LO < ug/1 l 1.0 Q.24
Tri ch 7 oroethene 8021 1£0707 07-07-04 07-07-04 BH 1.0 < ug/7 l 1.0 0.14
u Tetrachloroethene 8021 1£0707 07-07-04 07-07-04 BH . ·1. 0 < ug/1 l LO Q.17
Vinyl chloride 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 LO 0.30
Surrogate -
Brcxooch 1orrn1ethane " 80/1 180107 07-07-04 07-07-04 BH 97 .. 1 ·•
0 Sospendcd So I ids 160.2 07020 07-02-04 07-02-04 HP 14 mg/I 5.0
Lead 7421 0715M 07-15-04 07-21-04 WO 3.0 < ug/1 l 3.0 Q.68
Antimony 7041 0715L 07-15-04 07-22-04 WO 10 < ug/1 l 10 3.0
D Barium 6010 0715L 07-15-04 07-17-04 BR so < ug/1 l so LO
Beryllium 6010 071SL 07-15-04 07-17-04 BR 1.0 < ug/1 l 1.0 Q.40
Chroniun 6010 0715L 07-15-04 07-17-04 Ill! 12 ug/1 10 ,. 1
Manganese 6010 0715L 07-15-04 07-17-04 Ill! 13 ug/1 1 5 .. 0 1. D
I Nickel 6010 0715L 07-15-04 07-17-04 BR 40 < ug(l 1 40 2.2
Vanadium 6010 07l5L 07-15-04 07-17-04 BR 50 < ug/1 1 so 0.70
Zioc 6010 0715L 07-15-04 07-17-04 Ill! 46 ug/1 20 1.3
D
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0
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Page 14 of 33
11111;1~1 STL lllrll~III
I STL Savannah
client Applied Earth Sciences
Work Order ID Macon Dockery}'
Laboratory ID S445849*14
B Sample ID MW-23
Matrix LI Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
I Paraireter Method Batdl Prep J\nalysis Analyst Result Qual Units DF RL !Ill
Date Date
Chloroform 8021 180707 07-07-04 07-07-04 BH 1.0 < ug/1 1 1.0 0.12
1,1-Dichloroethane 8021 1B0707 07-07-04 07-07-04 8H 3. 1 ug/I 1 1.0 o. 19
1, 1-Di chloroethene 8D21 JB0707 07-07-04 07-07-04 BH 1.0 < ug/1 1 1.0 0.23
D
1, 2-Di ch1oroethene (total) 8021 IB0707 07-07-04 07-07-04 BH 2.0 < ug/1 1 2.0 0.41
Methylene chloride
(Di ch lor-omethane) B021 1B0707 07-07-04 07-07-04 BH 5.0 < ug/1 1 s.o 0.10
1,1,1-Trichloroethane 8021 JB0707 07-07-04 07-07-04 BH 1.0 < Ug/1 1 LO 0.24
0 Trichloroethene 8021 JB0707 07-07-04 07-07-04 BH LO < ug/1 1 LO 0.14
Tetrachloroethene 8021 1£0707 07-07-04 07-07-04 BH LO < ug/1 1 1.0 0.17
Vinyl chloride 8021 1B0707 07-07-04 07-07-04 BH LO < ug/1 1 LO 0.30
Surrogate -
0 Bromoch 1oromerhane 8021 180707 07-07-04 07-07-0•1 BH 100 o• l
Antimony 7041 0715l 07-15-04 07-22-04 N>il 10 < ug/1 1 10 l.O
Mer·cury 7470 0706R 07-06-04 07-06-04 SHN 0.20 < ug/1 1 0,20 0.078
0 Suspended Sol ids 160.2 07020 07-02-04 07-02-04 HP 18 mg/I 1 5.0
Barium 6010 071SL 07-15-04 07-17-04 BR 50 < ug/1 1 so 1.0
Beryllium 6010 0715l 07-15-04 07-17-04 BR 1.0 < ug/1 1 1.0 0.40
0,romium 6010 0715l 07-15-04 07-17-04 BR 10 < ug/1 1 10 1.1
R Manganese 6010 0715L 07-15-04 07-'17-04 BR 44 ug/I , 5 .o , 0
Nicl<el 6010 071SL 07-15-04 07-17-04 BR 40 < ug/1 1 40 2 .2
Vanadium 6010 071SL 07-15-04 07-17-04 BR so < ug/1 1 so 0.70
Zinc 6010 0715L 07-15-04 07-17-04 BR 20 < ug/1 1 20 Ll
D
a
g
I
Page 15 of 33
D
u
D 111111~1 STL lllill5111
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockery}'
Laboratory ID S445649*15
Sample ID MW-11
Matrix LI Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
Pararrctcr ..,thxl Batch Prep Analysis Analyst Result ~al Units DF RL Wll
Date Date
a Chlorofonn 8021 IB0707 07-07-04 07-07-04 SH 1.0 < ug/l 1 1.0 0.12
1, 1-Di ch1 orneth;me 8021 180707 07-07-04 07-07-04 SH 1.0 < ug/7 1 1.0 0.19
1, 1-Di chloroethene 8021 1B0707 07-07-04 07-07-04 SH 1.0 < ug/l 1 1.0 0.23
1,2-Dichlcroethene (total) 8021 180707 07-07-04 07-07-04 BH 2.0 < ug/l 1 2.0 0.41
I Methylene chloride
(Di ch loromethane) 8021 180707 07-07-04 07-07-04 BH s.□ < ug/l 1 s.o 0.10
1,1,1-Trichloroethane B021 180707 07-07-04 07-07-04 BH 1.0 < ug/l 1 l.D 0.24
I Trichloroethene 8021 180707 07-07-04 07-07-04 BH 1.0 < ug/l 1 1.0 0.14
Tetrachloroethene 8021 180707 07-07-04 07-07-04 BH 1.0 < ug/l 1 1.□ 0.17
Vinyl chloride 8D21 180707 07-07-04 07-07-04 BH 1.0 < ug/l 1 1.0 0.30
Surrogate -
I Bromch 1or·oneth.:ine 8021 180707 07-0i-04 07-07-04 8H 90 V l '"
lead 7421 071SM 07-15-04 07-21-04 N],I) J.O < ug/1 1 3.0 0.68
Cadnium 7131 0715M 07-15-04 07-21-04 N>O 0.30 < ug/1 l 0.30 0.21
Antiroony 7041 071SL 07-15-04 07-22-04 N],I) -10 < ug/l .1 10 J.O
I SUspended Sol ids 16CL2 07020 07-02-04 07-02-04 IP 330 mg/I 1 5.0
Bariut1 6010 0715L 07-15-04 07-17-04 BR 260 ug/1 1 so 1 .0
Beryl I fun 6010 0715L 07-15-04 07-17-04 BR 1 .s ug/1 1 0 OAO
I Olromiun 6010 0715L 07-15-04 07-17-04 BR 47 ug/1 10 1.1
Macgancsc 6010 0715L 07-15-04 07-17-04 BR 91 ug/1 1 5 0 1.0
Nicke1 6010 0715L 07-15-04 07-17-04 BR 40 < ug/l 1 ,a 2.2
Vanadium 6010 071SL 07-15-04 07-17-04 BR so < ug/l 1 so 0.70
I Zirc 6010 0715L 07-15-04 07-17-04 BR 39 ug/1 20 1.3
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D
D ltlllil~I STL lllili~lil
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon DockerYY
Laboratory ID $445849*16
I Sample ID MW-15
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
I
RESULTS SUMMARY REPORT
Parameter Metro<! Batch Prep Analysis Analyst. Result Qual Units Of RL lllL
Date Date
I Acetone 8021 1B07D7 07-07-04 07-07-04 BH 500 < ug/l 2D 500 150
Benzene 8021 1£0707 07-07-04 07-07-04 BH 20 < ug/1 20 20 2.8
Toluene 8021 J.B0707 07-07-04 07-07-04 BH 20 < ug/l 20 20 3 .o
I Total Xylenes 8021 180707 07-07-04 07-07-04 BH 40 < ug/l 2D 40 8.B
Surrogate -
a, a, a-Trif1uoroto1uene 8021 1BD707 07-07-04 07-07-04 BIi 110 . 20 ..
Oilorofonn 6021 1B0707 07-07-04 07-07-04 BH 20 < ug/l 20 20 2.4
I 1,1-Dichloroethane B021 1B0707 07-07-04 07-07-04 Bil 20 < ug/l 2D 20 3 .8
1.1-Dichlorocthene 8021 1B0707 07-07-04 07-07-04 Bil 280 ug/1 20 20 4.6
1,2-Dichloroethene (total) 8021 1B0707 07-07-04 07-07-04 BH 40 < ug/l 20 40 B.2
I
Methylene chloride
(Di ch loromethane) 8021 1B0707 07-07-04 07-07-04 BH 100 < ug/l 20 100 2.0
1,1,1-Trichloroethane 8021 180707 07-07-04 07-07-04 Bil 37 ug/1 20 20 4.8
Tri.ch loroethene 6021 1B0707 07-07-04 07-07-04 BH 20 < ug/1 20 20 2 B
I Tetrachloroethene 8021 1B0707 07-07-04 07-07-04 BH 20 < ug/l 20 20 J.4
Vinyl chloride 8021 JD0707 07-07-04 07-07-04 BH 20 < ug/l 20 20 6.0
Surrogate -
Bromoch1oromethane 11 8021 180707 07-07-04 07-07-04 BH 100 ., 20 ..
I lead 7421 0715M 07-15-04 07-22-04 NMO 830 *f4 ug/l 10 30 6 .. 8
Cadmium 7131 0715M 07-15-04 07-21-04 WI) 0.30 < ug/l 1 0.30 0.21
Antirrony 7041 071SL 07-15-04 07-22-04 NM!) 10 < ug/l 1 10 3.0
I
Mercury 7470 0706R 07-06-04 07-12-04 SIIN 1.2 •F4 ug/l 1 0 .. 20 0.07B
Suspended Sol ids 160.2 07020 07-02-04 07-02-0<1 HP 1100 "911 5 0
Bari Lill 6010 0715L 07-15-04 07-17-04 BR 190 ug/1 50 1 .o
Beryl I h.m 6010 0715L 07-15-04 07-17-04 BR 2.4 ug/1 1 .. 0 0.40
I Chn:rniun 6010 0715L 07-15-04 07-17-04 BR 130 ug/1 10 1 1
Manganese 6010 0715L 07-15-04 07-17-04 BR 230 ug/1 5.0 1 0
Nickel 6010 0715l 07-1S-04 07-17-04 BR 40 < ug/l 1 40 2.2
Vanadium 6010 071SL 07-1S-04 07-17-04 BR so < ug/l 1 so 0.10
I Zirc 8010 0715L 07-15-04 07-17-04 BR 67 ug/1 20 1 .3
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I Page 17 of 33
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I ltlllrl~I STL Miili§iii
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockeryy
Laboratory ID S44584 9* 17
I Sample ID DUP-1
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
I
RESULTS SUMMARY REPORT
Parameter Mctrod Batch Prep .Analysis Analyst Result Qual Units OF RL 1,1'.JL
Date Date
I Acetone 8011 1B0707 07-07-04 07-07-04 BH 500 < ug/1 20 500 150
Benzene 8021 1B0707 07-07-04 07-07-04 SH 20 < ug/1 20 20 2. 8
Toluene 8021 1B0707 07-07-04 07-07-04 BH 20 < ug/l 20 20 3.0
I Total Xylenes 8021 180707 07-07-04 07-07-04 SH 40 < ug/1 20 40 8.8
Surrogate -
a,a,a-Trif1uoroto1uene * 8021 180707 07-07-04 07-07-04 BH 103 .. 20
Ollorofonn 8011 1£0707 07-07-04 07-07-04 SH 20 < ug/1 20 20 2. 4
I 1, 1.-Dichloroethane 8011 1B0707 07-07-04 07-07-04 BH 20 < ug/l 20 20 3.8
,. 1-Didlloroethcne 0021 100707 07-07-04 07-07-04 Bil 170 ug/1 20 20 4.6
1,2-Dichloroethene (total) 8011 1B0707 07-07-04 07-07-04 BH 40 < ug/1 20 40 8. 2
I
Methylene chloride
(Dichloromethane) 8011 1B0707 07-07-04 07-07-04 BH 100 < ug/l 20 100 2.0
1 ."1, 1-Tridlloroothane 0021 180707 07-07-04 07-07-04 Bil 23 ug/1 20 20 4.8
Tri ch 1 oroethene 8011 1B0707 07-07-04 07-07-04 SH 20 < ug/l 20 20 2.8
I Tetrachloroet.hene 8021 1B0707 07-07-04 07-07-04 SH 20 < ug/l 20 20 3.4
Vinyl chloride 8021 1B0707 07-07-04 07-07-04 SH 20 < ug/1 20 20 6.0
Surrogate -
Bromoch1oro:11ethane "' 8021 180707 07-07-04 07-07-04 BH 98 ., 20 ·•
I Lead 7421 0715M 07-15-04 07-22-04 ,..., BGO 'F4 ug/1 10 30 6.8
cacrnium 7131 0715M 07-15-04 07-21-04 NMO 0.30 < ug/l 1 0 .. 30 0.21
Antiroony 7041 0715L 07-15-04 07-22-04 '"° 10 < ug/l 1 10 3.0
I Mercury 7470 0706R 07-06-04 07-12-04 SHN 0.97 'F4 ug/l 1 0.20 0.078
Suspended So Ii ds 160.2 07020 07-02-04 07-02-04 HP 730 ,-g/1 5 0
Bariun 0010 0715L 07-15-04 07-17-04 BR Z20 ug/1 50 1.0
Bcrylliun 6010 071SL 07-15-04 07-17-04 BR 3.6 ug/1 1. 0 0.40
I Chraniun 6010 0715L 07-15-04 07-17-04 BR 170 ug/1 10 1 1
Margancse 6010 0715L 07-15-04 07-17-04 BR 300 ug/1 1 5.0 1 0
Nickel 6010 0715L 07-15-04 07-17-04 BR 40 < ug/l 1 40 2.2
Vanadiun 6010 0715L 07-15-04 07-17-04 BR 52 ug/1 50 o. 70
I Zinc 6010 0715l 07-15-04 07-17-04 BR 89 ug/1 20 1. J
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I Page 18 of 33
0
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I 11111,1~1 STL Mii◄l§iii
STL Savannah
Client Applied Earth Sciences
Work Order ID Macon DockerY'f
Laboratory ID S445849*18
Sample ID MW-19
Matrix Ll Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
I RESULTS SUMMARY REPORT
Parameter lletl-<>d Batch Prep Analysis Ana I yst Rcsu I t Qual Units OF RL mL
Date Date
Acetone 8021 lll0707 07-07-04 07-07-04 BH 120 < ug/l 120 38
Benzene 8021 1£0707 07-07-04 07-07-04 BH 5-0 < ug/l 5 5.0 0.70
Toluene 8021 lll0707 07-07-04 07-07-04 BH 5-0 < ug/l 5.0 0.75
Total Xylenes 8021 ll:!0707 07-07-04 07-07-04 8H 10 < ug/1 10 2 .2
Surrogate -
a,a,a-Tr1f1vororo1uene ~ 8021 180707 07-07-04 07-07-04 BH 100 . 5 -·
I Chloroform 8021 lll0707 07-07-04 07-07-04 BH 5.0 < ug/l 5 5 0 0-60
1,1-Dichloroethanc 8021 1B0707 07-07-04 07-07-04 BH 9.8 ug/1 5 s.o 0.95
1, 1-Dichloroethene 8021 180707 07-07-04 07 -07-04 BH 180 ug/1 5 5.0 1.2
I
1,2-Dichlorocthenc (total) 8021 1B0707 07-07-04 07-07-04 BH 12 ug/1 5 10 2.0
Methylene chloride
(Di ch loromethane) 8021 lll0707 07-07-04 07-07-04 8H 25 < ug/l 25 0. 50
1,1.1-Trichlorocthanc 8021 180707 07-07-04 07-07-04 BH 20 Lg/I 5 5.0 1.2
I Trich1oroethene 8021 lll0707 07-07-04 07-07-04 8H 5.0 < ug/1 5 5.0 o. 70
Tctrachloroethene 8021 180707 07-07-04 07-07-04 BH 33 ug/1 5 50 0.B5
Vinyl chloride 8021 lll0707 07-07-04 07-07-04 8H s .. o < ug/l 5 5.0 LS
Surrogare -
I BrO(OCJch1aroo1ethane '' 8021 180707 07-07-04 07-0i-04 6H 110 .. 5 -·
Suspended SO I ids 160.2 07020 07-02-04 07-02-()11 ,., 190 "'iV I 1 5.0
Antiroony 7041 0715L 07-15-04 07-22-04 WI) 10 < ug/1 1 10 l .0
I Mercury 71\70 0706R 07-06-04 07-06-04 SHN 0.20 < ug/1 1 0.20 0.078
Bariun 6010 0715L 07-15-04 07-17-04 BR 160 ug/1 50 1.0
Berylliun 6010 0715L 07-l5-04 07-17-04 BR 1.0 < ug/l 1 LO 0.40
Chraniun 6010 0715L 07-15-04 07-17-04 BR 130 ug/1 10 1.1
I Marganese 8010 071SL 07-15-04 07-17-04 BR 1300 ug/1 5.0 1.0
Nickel 6010 0715L 07-15-o,1 07-17-04 BR 65 ug/1 1 40 2.2
Vanadium 6010 071SL 07-15-04 07-17-04 BR 50 < ug/l 1 50 0.70
Zinc 6010 0715L 07-15-04 07-17-04 BR 21 ug/1 20 1. 3
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D STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockeryy
Laboratory ID S445949*19
D
Sample ID Trip Blank 1
Matrix LI Sampled : 06-28-2004
Percent Solids Received: 06-30-2004
REStJLTS SUMMARY REPORT
0 Par.ureter Meth:xl Batch Prep Analysis Ana I yst Resu It Qual Units DF RL '1lL
Date Date
I Acetone 8021 IB0707 07-07-04 07-07-04 SH 25 < ug/7 1 25 7.6
Benzene 8021 IB0707 07-07-04 07-07-04 SH 1.0 < ug/7 1 1.0 0.14
Toluene 8021 IB0707 07-07-04 07-07-04 SH 1.0 < ug/7 1 1.0 0.15
Total Xylenes 8021 IB0707 07-07-04 07-07-04 BH 2.0 < ug/7 1 2.0 0.44
g Surrogate -
,1, a, a-Trif1uoroto1uene • 8021 180707 07-07-04 07-07-04 BH 113 ~ 1 ,,
Chloroform 8021 IB0707 07-07-04 07-07-04 SH 1.0 < ug/7 1 1.0 0.12
1, 1-Dichloroethane B021 !B0707 07-07-04 07-07-04 BH 1.0 < ug/7 1 1.0 0.19
l,1-0ich1oroethene B021 !B0707 07-07-04 07-07-04 BH 1.0 < ug/7 1 1.0 0.23
1, 2-Di ch loroethene (total) 8021 IB0707 07-07-04 07-07-04 BH 2,0 < ug/1 1 2.0 0,41
Methylene chloride
(Di ch lorornethane.) 8021 IB0707 07-07-04 07-07-04 SH 5.0 < ug/7 1 5.0 0.10
1,1;1-Trichloroethane 8021 IB0707 07-07-04 07-07-04 BH 1.0 < ug/7 1 1.0 0,.24
Trichloroethene B021 IB0707 07-07-04 07-07-04 Bil LO < ug/1 1 1.0 0 .. 14
Tetrachloroethene B021 !B0707 07-07-04 07-07-04 BH LO < ug/1 1 1.0 o .. 17
I Vinyl chloride B021 IB0707 07-07-04 07~07-04 OH 1.0 < ug/7 1 LO 0.30
Surrogate -
Bromoch1orcxuethane " 8021 IB0701 07-07-04 07-01-04 BH 96 .. 1 ..
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I Page 20 of 33
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0 llllihl~I STL llilill~lil
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon DockerYY
Laboratory ID S445849*20
g Sample ID Trip Blank 2
Matrix LI Sampled ' 06-28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT n Parameter Method Batch Prep Analysis Ana I yst Rcsu It ~I Uni ts OF RL !Ill
Date Date
g Acetone 8021 1B0707 07-07-04 07-07-04 BH 25 < ,g/1 1 25 7.6
Benzene 8021 180707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 LO 0.14
Toluene 8021 180707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 LO 0.15
Total Xylenes: 8021 180707 07-07-04 07-07-04 BH 2.0 < ,g/1 1 2.0 0.44
Surrogate -
a,a, a-Tr-if1uororo1uene 8021 1B0707 07-07-0-1 07-07-04 BH 113 . 1 ..
Oiloroform B021 1BD707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 1.0 0.12
I
1,1-0ichloroethane 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 1.0 0.19
1,1-Dichloroethene 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 1.0 0.23
l, 2-Di ch l oroethene (total) 8021 1B0707 07-07-04 07-07-04 BH 2.0 < ,g/1 1 2.0 0.41
Methylene chloride
I (Di ch loromethane) 8021 1B0707 07-07-04 07-07-04 SH 5.0 < ,g/1 1 5.0 0.10
1,1,1-Trichloroethane 8021 1B0707 07-07-04 07-07-04 SH 1.0 < ug/7 l 1.0 0.24
Tri ch loroethene 8021 180707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 1.0 0.14
Tetrachloroethene 8021 IB0707 07-07-04 07-07-04 SH 1.0 < .ug/1 1 1.0 0.17
I Vinyl chloride 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ,g/1 1 LO 0.30
Surrogate -
Bromoch1orcmethane ,. 8021 180707 07-07-04 07-07-04 BH 98 :~ 1
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0 ltillil~I STL lllrli~III
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockeryy
Laboratory ID S445849•21
g Sample ID Trip Blank 3
Matrix LI Sampled: 06<28-2004
Percent Solids Received: 06-30-2004
RESULTS SUMMARY REPORT
D Parameter Mctrod Batch Peep Analysis Analyst Result Qual Units OF RL IOL
Date Date
u Acetone 8021 1B0708 07-08-04 07-08-04 BH 25 < ug/1 1 25 7.6
Benzene 8021 1B0708 07-08-04 07-08-04 BH 1.0 < ug/l 1 1.0 0.14
Toluene 8021 1B0708 07-08-04 07-08-04 BH 1.0 < ug/l l 1.0 0.15
Total Xylenes 8021 180708 07-08-04 07-08-04 8H 2.0 < ug/1 1 2 .0 Q.44
Surrogate -
a,a,a-Trif1uorotoJuene ,. 8021 180708 07-08-04 07-08-04 8H 93 % 1
O,lorofonn 8021 180708 07-08-04 07-08-04 8H 1.0 < ugfl 1 1.0 0.12
I 1,1-Dichloroethane 8021 180708 07-08-04 07-08-04 8H 1.0 < ug/l 1 1.0 0.19
1,1-Dichloroethene 8021 1£0708 07-08-04 07-08-04 BH 1.0 < ugfl 1 1.0 0.23
1,2-Dichloroethene (total) 8021 1B0708 07-08-04 07-08-04 BH 2.0 < ug/l l 20 0.41
Methylene chloride
I (Dichloromethane) 8021 180708 07-08-04 07-08-04 BH 5.0 < ug(l 1 5.0 0.10
1,1,1-Trichloroethane 8021 180708 07-08-04 07-08-04 BH 1.0 < ug/l 1 1.0 0.24
Trichloroethene 8021 180708 07-08-04 07-08-04 BH 1.0 < ugfl 1 1.0 0.14
I Tetrachloroethene 8021 1B0708 07-08-04 07-08-04 8H 1..0 < ug/1 1 1.0 0.17
Vinyl chloride 8021 1B0708 07-08-04 07-08-04 BH LO < ug/1 1 1.0 0.30
Surrogate -
Brcxnoch 1orcmethane 8021 180708 07-05-04 07-08-0~ 611 75 .. 1
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0 STL Savannah
Client Applied Earth Sciences
Work order ID Macon DockerYY
Laboratory ID S445849*22
D Sample ID Method Blank
Matrix LI Sampled :
Percent Solids Received:
RESULTS SUMMARY REPORT
D Paranctnr Metrod Batch Prep Analysis Analyst Result Quol Units DF RL !Ill
Dote Dote
0 Acetone 8021 1ll0706 07-06-04 07-06-04 BH 25 < ug/1 l 25 7.6
Benzene 8021 1ll0706 07-06-04 07-06-04 BH 1.0 < ug/1 l LO 0.14
Toluene 8021 IB0706 07-06-04 07-06-04 SH 1.0 < ug/1 1 1.0 0.15
D Total Xylenes 8021 1ll0706 07-06-04 07-06-04 BH 2 .0 < ug/1 l 2.0 0.44
Surrogate -
a,a,a-Trif1uoroco1uene ,!-8021 180706 07-06-04 07-06-04 8H 113 ., 1
Chloroform 8021 1B0706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.12
g 1,1-Dichloroethane 8021 1ll0706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.19
1,1-Dichloroethene 8021 180706 07-06-04 07-06-04 BH 1.0 < ug/1 1 1.0 0.23
1,2-Dichloroethene (total) 8021 100706 07-06-04 07-06-04 BH 2.0 < ug/7 1 2.0 0.41
g Methylene chloride
(Dichloromethane) B021 IB0706 07-06-04 07-06-04 BH 5.0 < ug/1 1 5.0 0.10
1,1,1-Trichloroethane 8021 IB0706 07-06-04 07-06-04 BH LO < ug/1 1 LO 0.24
Trichloroethene B021 180706 07-06-04 07-06-04 SH LO < ug/1 1 1.0 0.14
I Tetrachloroethene 8021 180706 07-06-04 07-06-04 BH LO < ug/1 1 1.0 o'.17
Vinyl chloride B021 IB0706 07-06-04 07-06-04 SH LO < ug/1 1 1.0 0.30
Surrogate -
Bromoch /orcmethane 8021 180706 07-06-04 07-06--04 BH 100 ., 1 • Lead 7421 0715M 07-15-04 07-21-04 NMO J.O < ug/1 1 J.O 0.68
C:idmium 7131 0715M 07-15-04 07-21-04 NMO 0.30 < ug/1 1 0.30 0 .. 21
Antiroony 7041 071SL 07-15-04 07-22-04 NMIJ 10 < ug/1 1 10 3 0
• Suspended Solids 160.2 07020 07-02-04 07-02-04 HP 5.0 < mg/1 l 5.0
Barium 6010 0715L 07-15-04 07-16-04 BR 50 < ug/1 1 50 1.0
Beryllium 6010 0715L 07-15-04 07-16-04 BR 1.0 < ug/1 1 LO 0.40
0,romium 6010 0715L 07-15-04 07-16-04 BR 10 < ug/1 l 10 1.1
m
Manganese 6010 071SL 07-15-04 07-16-04 BR 5.0 < ug/1 1 5.0 1.0
Nickel 6010 071SL 07-15-04 07-16-04 BR 40 < ug/1 l 40 2.2
Vanadium 6010 071SL 07-15-04 07-16-04 BR so < ug/1 1 so 0.70
Zinc 6010 071SL 07-lS-04 07-16-04 BR 20 < ug/1 1 20 1.3 •
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g STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockerf)'
Laboratory ID S445849"'45
Sample ID Method Blank
Matrix LI Sampled ' Percent Solids Received:
RESULTS SUMMARY REPORT
0 Para:retcr "'trod Batch Prep Analysis Ana I yst Resu It ()Jal Units OF RL WL
Date Date
I Acetone 8021 180707 07-07-04 07-07-04 BH 25 < ug/1 1 25 7.6
Benzene 8021 1B0707 07-07-04 07-07-04 BIi 1.0 < ug/1 1 1.0 0.14
Toluene 8021 1B0707 07-07-04 07-07-04 BH 1.0 < ug/7 1 1.0 0.15
g Total Xylene.s 8021 180707 07-07-04 07-07-04 BH 2.0 < ug/1 1 2.0 0.44
Surrogate -
a,a, a-Tdf1uororo1uene 8021 180707 07-07-04 07-07-04 BH 110 . l .
Chloroform 8021 180707 07-07-04 07-07-04 BH 1.0 < ug/1 1 1.0 0.12
g 1, 1-Dichloroethune 8021 180707 07-07-04 07-07-04 BH 1.0 < ug/1 1 LO 0.19
1,1-Dichloroethene 8021 180707 07-07-04 07-07-04 BH LO < ug/1 1 1.0 0.23
1,2-Dichloroethene (tota"l) 8021 1B0707 07-07-04 07-07-04 BH 2 0 < ug/1 1 2.0 0.41
Methylene chloride
a (Oichlorometh;:u,e) 8021 180707 07-07-04 07-07-04 BH 5.0 < ug/1 1 5.0 0.10
l, 1,1-Trichloraethane 8021 180707 07-07-04 07-07-04 8H 1.0 < ug/1 1 LO 0.24
Trichloroethene 8021 180707 07-07-04 07-07-04 BH 1.0 < ug/1 1 1.0 0.14
Tetrachloroethene B021 lll0707 07-07-04 · ·07-07-04 BH 1.0 < ug/1 1 1.0 0.17
Vinyl chloride B021 180707 07-07-04 07-07-04 BH 1.0 < ug/1 1 LO 0.30
5urrogace -
Bron10ch 1 oromechane '' 8021 180707 07-01-04 07-07-04 BN 91 . l .o
g
a
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I Page 24 of 33
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n 1111111~1 STL llirll§lil
u STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockery)'
Laboratory ID $445849*50
B Sample ID Method Blank
Matrix LI Sampled:
Percent Solids Received:
RESULTS SUMMARY REPORT
D Parameter Mctlnd B.1tch Pn,p Analysis Analyst Result Qua! Units DF RI. ml
Date Date
0 Acetone 8021 1BD708 07-08-04 07-08-04 BH 25 < ug/1 1 25 7.6
Benzene 8021 180708 07-08-04 07-08-04 SH 10 < ug/1 1 LO 0.14
Toluene 8021 180708 07-08-04 07-08-04 SH 10 < ug/1 1 LO 0.15
Total Xy 1 enes 8021 1B0708 07-08-04 07-08-04 SH 2.0 < ug/1 1 2.0 0.44 n Surrogate -
a,a,a-Trif1uoroto1uene rt 80:?l 1B0708 07-08-04 07-08-04 BH llJ % l
Chloroform 8021 180708 07-08-04 07-08-04 SH 1..0 < ug/1 1 LO 0.12
D 1,1-0ichloroethane 8021 180708 07-08-04 07-08-04 8H 1.0 < ug/1 1 LO 0.19
1,1-Dichloroethene 8021 180708 07-08-04 07-08-04 8H 10 < ug/1 1 LO 0.23
1, 2-Di ch 7 oroethene (tota 1) 8021 180708 07-08-04 07-08-04 8H 2.0 < ug/1 1 2.0 0.41
Methylene chloride g (Di chloromethane) 8021 1B0708 07-08-04 07-08-04 BH 5.0 < ug/1 1 5.0 0.10
1, 1, 1-Tri ch loroethane 8021 180708 07-08-04 07-08-04 8H 1.0 < ug/1 1 1.0 0.24
Trichloroethene 8021 180708 07-08-04 07-08-04 8H 1.0 < ug/1 1 1.0 0.14
Tetrachloroethene 8021 180708 07-08-04 07-08-04 8H 1.0 < ug/1 l 1.0 0.17
Vinyl chloride 8021 1B070!3 07-08-04 07-08-04 BH 1.0 < ug/1 1 LO 0.30
Surrngate -
Bromor:h 1oromer:hane 8021 ][10708 07-0S-04 07-08-04 BH 99 .. l ..
u
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Page 25 of 33
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D ltlllil~I STL lillill~lil
I STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Dockeryy
Laboratory ID S445849*24
Sample ID Lab Control Standard Result
Matrix LI Sampled '
Percent Solids Received:
LCS RESULTS SUMMARY REPORT
I Parameter llethxl Batch Spike Expected Units Spike % A=Jracy
Result Value Recovery Limit
u Benzene 8021 180706 23 20 ug/1 l.15 79-123
Toluene 8021 1B0706 22 20 ug/1 l.10 78-123
Surrogate -
a,a,a-Trifluorotoluene"' 8021 180706 36 30 ug/1 120 71-124
D 1,1-Dichloroethene 8021 180706 22 20 ug/1 l.10 70-130
Tri ch 7 oroethene 8021 180706 21 20 ug/1 105 70-130
Surrogate -
u Broroochlorooethane " 8021 180706 10 10 ug/1 100 57-127
Lead 7421 0715M 45 .2 50.0 ug/1 90 80-120
Cadmium 7131 071SM 5.49 5 .. 00 ug/1 l.10 80-120
Antimony 7041 0715L 479 500 ug/1 96 80-120
g Suspended Solids 160.2 07020 l.10.0 l.10 mg/1 l.10 80-120
Barium 6010 0715L 2150 2000 ug/1 108 75-125
Beryllium 6010 0715L 52 6 50,0 ug/1 105 75-125
Chromium 6010 071SL 217 200 ug/7 109 75-125
Manganese 6010 071SL 550 500 ug/1 l.10 75-125
Nickel 6010 071SL 533 500 ug/1 107 75-125
Vanadium 6010 0715L 524 500 ug/1 105 75-125
I Zinc 6010 0715L 532 500 ug/1 106 75-125
n
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g
Page 26 of 33
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111111i11 STL lilill~III
STL Savannah
Client Applied Earth Sciences
Work Order ID Macon DockerYY
g Laboratory ID S445849•25
Sample ID Lab Control Standard Duplicate Result
Matrix Ll Sampled :
Percent Solids Received:
D
LCS RESULTS SUMMARY REPORT
Parameter ""trod Batch Spike Expected Units Spike% A=,r:,cy
Result Value Recovery Limit
g Benzene 8021 1£0706 21 20 ug/1 105 79-123
Toluene 8021 180706 21 20 ug/1 105 78-123
Surrogate -
a,a,a-Trifluoroto1uene * 8021 1£0706 34 30 ug/1 113 71-124
1,1-0ichloroethene 8021 180706 21 20 ug/1 105 70-130
Tri ch 1 oroethene 8021 1£0706 lO 20 ug/1 100 70-130
Surrogate -
I Bromochlorcmethane ~ 8021 ]£0706 9.9 10 ug/1 99 57-127
Lead 7421 0715M 4S.2 50.0 ug/1 90 80-120
CaOOlium 7131 0715M 5.55 5.00 ug/1 lll 80-120
Mtimony 7041 0715L 486 500 ug/1 97 80-120
Suspended Solids 160.2 0702D 90 110 mg/1 90 80-120
Barium 6010 0715L mo 2000 ug/1 107 75-125
Beryllium 6010 071SL 52.2 50.0 u9/l 104 75-125
Oiromium 6010 071SL 216 200 ug/1 108 75-125
Manganese 6010 071SL 546 500 ug/1 109 75-125
Nickel 6010 071SL 527 500 ug/1 105 75-125
Vanadium 6010 0715L 521 500 ug/1 104 75-125
I Zinc 6010 0715L 530 500 ug/1 106 75-125
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Pararreter
Benzene
Toluene
Surrogate
a,a,a-Trifluorotoluene ""
1,1-Dichloroethcme
Tri ch loroethene
Surrogate -
Bromochloromethane •
Applied Earth Sciences
Macon Dockeryy
S445849*46
Lab Control Standard Result
LI Sampled :
Received:
LCS RESULTS SOMMARY REPORT
Met.rod Batch Spike E><pcctcd Units
Result Value
8021 1£0707 22 20 ug/l
8021 1B0707 23 20 ug/l
8021 1£0707 JS JO ug/1
8021 1B0707 22 20 ug/l
8021 1£0707 21 20 ug/l
8021 1£0707 10 10 ug/l
Page 28 of 33
►iiiiri§I
Mirii§iii STL
STL Savannah
Spike% Aca,racy
R,,covcry Limit
110 79-113
115 78-123
117 71-124
110 70-130
105 70-130
100 57-127
g
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Parameter
Benzene
Toluene
Surrogate -
a,a,a-Trifluorotoluene •
1,1-Dichloroethcne
Trichloroethene
SurrQCJate -
BrorrochlorCJnethane ~
Applied Earth Sciences
Macon Docker)"Y
S445849*47
Lab Control Standard
LI
Duplicate Res12lt
Sampled:
Received:
LCS RESULTS SUMMARY REPORT
Mctrocl Batch Spike EJq>cctcd Units
Result Value
8021 1B0707 22 20 u9/1
8021 1B0707 22 20 ug/1
8021 1B0707 34 30 ug/1
8021 1B0707 22 20 ug/1
8021 1B0707 21 20 ug/1
8021 1B0707 9.9 10 u9/l
Page 29 of 33
iiiYii@§i
Miiii§iii STL
STL Savannah
Spike% Acalracy
Recovery Limit
1.10 79-123
1.10 78-123
lll 71-124
1.10 70-130
105 70-130
99 57-127
g
I
a
g
u
g
g
g
g
g
a
Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Parameter
Benzene
Toluene
Surrogate -
a,a,a-Trifluorotoluene
1,1-Dichloroethene
Trichloroethene
Surrogate -
Brornochloromethane *
•
Applied Earth Sciences
Macon DockerYY
544584 9*51
Lab Control Standard Result
LI Sampled :
Received:
LCS RESULTS SUMMARY REPORT
""trod Botct, Spike Expected Units
Result Value
8021 1B0708 22 20 u9(1
8021 1B0708 22 20 u9fl
8021 1B0708 32 30 ,g/1
8021 1£0708 22 20 ,g(l
8021 1B0708 21 20 ,g(l
8021 1B0708 9.9 10 ug/1
Page 30 of 33
iiiii@§d
fiiili§iii STL
STL Savannah
Spike % Accuracy
Rccavery Limit
110 79-123
110 78-123
107 71-124
110 70-130
10S 70-130
99 57-127
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Par-3retcr
Benzene
Toluene
Surrogate -
a,a,a-Trif1uorotoluene n
1,1-Dichloroethene
Trichloroethene
Surrogate -
Bromochloromethane ~
Applied Earth Sciences
Macon oockeryy
S445849*52
Lab Control Standard
LI
Duplicate Result
Sampled
Received:
LCS RESOLTS SUMMARY REPORT
Method Batch Spike Expected Units
Resi.Jlt Value
8021 lll0708 19 20 ug/1
8021 1B0708 19 20 ug/1
8021 lll0708 31 30 ug/1
8021 1£0708 17 20 ug/1
8021 lll0708 17 20 ug/1
8021 1B0708 10 10 ug/1
Page 31 of 33
iiiii;i§i
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STL Savannah
Spike% Accuracy
Recovery Limit
9S 79-123
9S 78-123
103 71-124
BS 70-130
BS 70-130
100 57-127
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g STL Savannah
Client Applied Earth Sciences
Work Order ID Macon Docker}'Y
Laboratory ID S445849 ... 31
g Sample ID Matrix Spike Result {MW-13)
Matrix Ll Sampled :
Percent Solids Received:
MS/MSD RESULTS SUMMARY REPORT
D Paranetcr Method Batch Parent Spike E,qx:cted Units Spike% Spike% AccUracy Precision
Result Result Value Recovery RPO Limit Limit
0 1,1-Dichloroethene 8021 1B0707 <l.0 20 20 ug/l 100 0 73-128 30
8021 lll0707 <l.0 20 20 ug/l 100
TrichloroC!thene 8021 lll0707 <l .. o 20 20 ug/l 100 0 70-130 30
8021 lll0707 <l.0 20 20 ug/l 100
u Surrogate -
Broroochlorc:methane * 8021 lll0707 92 % 9.4 10 ug/l 94 57-127 Jo
8021 1B0707 92 % 9.4 10 ug/l 94
D Lead 7421 0715M 20 "'F4 44.9 50.0 ug/l 74"'F73 6 80-120 20
7421 0715M 20 "'F4 41.2 so.a ug/l 79"'F73
Antioony 7041 0715l <10 340 500 ug/l 85 2. 8 80-120 20
7041 0715L <lO 439 500 ug/l 88
0 Mercury 7470 0706R <Cl .. 20 0.826 1.00 ug/l 59t:F73 10 80-120 20
7470 0706R <il. 20 o. 987 1.00 ug/l 85
Barium 6010 0715L 560 2640 2000 ug/l 104 1.4 75-125 20
6010 0715l 560 2370 2000 ug/l 106
n Beryllium 6010 0715l J.4 54.9 50.0 ug/l 103 1.4 75-125 20
6010 0715L 3.4 53.8 50.0 ug/l 105
0,rornium 6010 0715L 47 253 200 ug/l 92 1.4 75-125 20
D 6010 0715L 47 234 200 ug/l 94
Manganese 6010 071Sl 760 1280 500 ug/l 105 o.s 75-115 20
6010 0715L 760 621 500 ug/l 106
Nickel 6010 0715l <40 533 500 ug/l 101 1.1 75-125 20
D 6010 0715L <40 537 500 ug/l 103
Vanadium 6010 0715L 67 573 500 ug/l 101 1.4 75-125 20
6010 0715L 67 538 500 ug/l 103
D
Zinc 6010 0715L 150 666 500 ug/l 102 0.6 75-125 20
6010 0715L 150 553 500 ug/l 103
D
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• g
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Client Applied Earth Sciences
Work Order ID Macon Dockeryy
Laboratory ID S445849*38 • Sample ID Matrix Spike Result (MW-11)
Matrix LI Sampled:
Pere en t Solids Received:
MS/MSD RESULTS SUMMARY REPORT
B Parameter 1/ethx! Batch Parent spike Expected Units Spike% Spike% Accuracy Precision
Result Result Value Recovery RPO Limit Limit
0 1,1-Dichloroethene 8021 1B0708 <l.0 17 20 ug/1 85 l.1 73-128 30
8021 IB0708 <l.O 19 20 ug/1 95
Trichloroethene 8021 1B0708 <l 0 17 20 ug/1 85 l.1 70-130 30
D
8021 IB0708 <l.O 19 20 ug/1 95
Surrogate -
Bromochlorcmethane * 8021 1B0708 90 % 9.7 10 ug/1 97 57-127 30
8021 IB0708 90 % 10 10 ug/1 100
D Lead 7421 0715M <3.0 38.8 50.0 ug/1 74*F73 6 80-120 20
7421 0715M <3.0 41.2 so.a ug/1 79*F73
cadmium 7131 0715M <0.30 5.15 5 00 ug/1 103 1.5 80-120 20
7131 0715H <0.30 5 .23 5.00 ug/1 105
D Antirrony 7041 071SL <lO 427 500 ug/1 BS 2.8 80-120 20
7041 071SL <lO 439 500 ug/1 BB
Barium 6010 071SL 260 2340 2000 ug/1 104 1.4 7S-125 20
D 6010 0715L 260 2370 2000 ug/1 106
Beryllium 6010 071SL LS 53.0 so. 0 ug/1 103 1.4 7S-125 20
6010 0715L 1.S Sl.B so.a ug/1 lOS
Oiromium 6010 0715l 47 231 200 ug/1 92 1.4 75~US 20
I 6010 071SL 47 234 200 ug/1 94
Manganese 6010 0715L 91 616 SOO ug/1 lOS 0.8 75-125 20
6010 071SL 91 621 SOO u9/1 106
Nickel 6010 071SL <40 S31 500 ug/1 101 1 .. 1 7S-125 20
m 6010 0715L <40 Sl7 500 ug/1 103
Vanadium 6010 071SL <50 531 500 ug/1 101 1.4 7S-12S 20
6010 071SL <50 S3B SOO u9/1 103
m
Zinc 6010 071SL 39 SSO 500 ug/1 102 0.6 7S-12S 20
6010 0715L 39 SS3 SOO ug/1 103
• • •
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STLSAVANNAH
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'F65
*F73
'F82
Data Qualifiers
Inorganic Data
The reported result is an estimated concentration that is less than the PQL, but greater than or
equal to the MDL
The reported value is an estimated because of the presence of matrix interfe1 ence
The matrix spike recovery is not within control limits. See case narrative.
The result was detennined by Method of Standard Addition (MSA).
The compound was analyzed for, but was not detected at or above the MDL/PQL
The compound was analyzed for, but was not detected at or above the PQL.
The post-digestion spike for furnace AA analysis was out of control limits, while sample
absorbance was less than 50% of spike absorbance.
The reported value was determined by the method of standard additions (MSA)
Organic Data
The analyte was found in the associated method blank
The reported result is from a secondary dilution
Control limits are established only for surrogate concentrntion levels specified by EPA methods.
Because the sample was diluted prior to analysis, surrogate recoveries are not reported.
The reported result exceeded the calibration range of the instrument.
The reported result is an estimated concentration that is less than the PQL, but greater than or
equal to the MDL
The GC or HPLC confirmation criteria was exceeded. The relative percent difference is greater
than 40% between the two GC columns or HPLC detectors.
The compound was analyzed for, but was not detected at or above the MDL/PQL
The compound was analyzed for but was not detected at or above the PQL
Because surrogate recoveries were outside established limits the sample was re-extracted and/or
reanalyzed. Comp8.rable results were obtained.
Because sunogate recoveries were outside established limits1 the sample was re-extracted and/or
reanalyzed. Both sets of data are provided
Surrogate recovery was outside of established limits due to a coeluting matrix interference present
in the sample.
Internal standards recovered outside of advisory limits.
Surrogate recovery \\'as outside of advisory limits.
Spike recovery was outside of advisory limits.
Universal
The recoveries of the matTix spikes are outside advisory limits due to the abundance of the target
analyte in the sample.
Elevated detection limits were reported due to sample matrix interference which required sample
or extract dilution
Matrix spike recoveries were outside advisory limits due to matrix interference present in the
sample.
Insufficient sample volume was available to pe1fo1m batch specific matrix spikes.
The test results in this report meet all NELAP requirements for parameters for which accreditation is
required or available. Any exceptions to NELAP requirements are noted in this report. Pursuant to NE LAP,
this report may not be reproduced, except in full, without the written approval oftl1e laboratory.
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