NCD980840409_20030226_Charles Macon Lagoon Drum_FRBCERCLA RA_Semi-Annual and Quarterly Progress and O & M Report November 2002 - January 2003-OCR

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February 26, 2002
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency, Region IV
61 Forsyth Street, S. W.
Atlanta, Georgia 30303-3104
FEB 2 7 2003
Re: Progress and O&M Report of Semi-Annual and Quarterly Activities -November 1,
2002 Through January 31, 2003
Macon/Dockery Site -Cordova, North Carolina
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group (MDSG), the November I, 2002
through January 31, 2003 Progress and O&M Report of Quarterly Activities is herewith
submitted in accordance with SECTION XV -PROGRESS REPORTS of the Unilateral
Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site.
Additionally, the report includes the provisions included in the recommendations section of
the USEPA -Region IV Five Year Review Report dated September 2000. This report
describes activities, which occurred during the period of November I, 2002 through January
31, 2003 as part of the Remedial Action phase of this project. Specifically, this report
describes the operational status of the groundwater remediation systems and the results of
the quarterly system effluent, sampling event conducted for the period.
PROJECT TASKS INITIATED OR COMPLETED THROUGH .JANUARY 31, 2003:
•
•
■
Weekly operation and maintenance of the systems;
Quarterly effluent sampling of the remediation systems; and,
Semi-Annual sampling of system influent and groundwater.
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
Laboratory results for the quarterly effluent sampling of the remediation systems are
included in Appendix A. Tables I lo 4 summarize the effluent analytical results for the four
groundwater treatment systems. The effluent concentrations for the collected groundwater
samples were below the Remediation Performance Standard. Effluent samples were not
collected for the Macon Source, Lower Dockery, or Upper Dockery Remediation systems
because the systems were not in operation during the sampling event. These systems will be
sampled when they arc back in operation.
434 Copperfield Blvd. N.E., Suite B • Concord, North Carolina 28025 • Tel: [phone] • Fax: [phone]
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Ms. Giezelle Bennett
February 26, 2002
Page No. 2
The following table summarizes the remedial systems performance for the period
November 1, 2002 through January 31, 2003:
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 390,408 Gallons · 2.95 GPM 0.08 pounds • 7.89 pounds · 88% _7
Macon
Lower 7,030.8 Gallons• 0.05 GPM 0.00 pounds • 12.68 pounds· 5%,
Dockery
Upper 53,345.2 Gallons· 0.40GPM 0.07 pounds · 21.92 pounds · 44% ·
Dockery
Upper Macon I 09, 119 Gallons · 0.82 GPM 0.34 pounds · 41.42 pounds · 80% ·
Source Area
GPM -Gallons per minute
TASKS PLANNED FOR PERIOD FEBRUARY 1, 2003 THROUGH APRIL 30, 2003:
• Weekly O&M of systems;
• Quarterly sampling of groundwater remediation system effluent in April 2003.
OPERATIONAL DIFFICULTIES AND DELAYS:
• November 6, 2002 -January 16, 2003 -The Lower Dockery remediation system was
down due to recirculation pump failure. The recirculation pump was replaced on January
2, 2003, but the system remained down due to motor starter failure. The motor starter
was replaced on January 16, 2003 and the system was restarted.
• January 30, 2003 -The Lower Dockery remediation system was down upon arrival due
due to faulty seals on the effluent pump.
• November 15, 2002 -The Upper Dockery system was down upon arrival because the air
stripper motor tripped. The system was reset and restarted that day.
• December 6, 2002 -December 12, 2002 -The Upper Dockery system was down for six
days due to an electrical problem. The electrical contacts were replaced and the system
was restarted on December 12, 2002.
• December 27, 2002 -The Upper Dockery system was down upon arrival due to a high
level in the air stripper. The air stripper was manually pumped and the system was
restarted that day.
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Ms. Giezelle Bennett
February 26, 2002
Page No. 3
• January 2, 2003 -The Upper Dockery system was down upon arrival due to a high level
in the air stripper. The air stripper was manually pumped and the system was restarted
that day.
• January 9, 2003 -The Upper Dockery system was down upon arrival due to a high level
in the air stripper. The air stripper was manually pumped and the system was restarted
that day.
• January 16, 2003 -The Upper Dockery system was down upon arrival due to a high level
in the air stripper. The air stripper was manually pumped and the system was restarted
that day.
• January 21, 2003 -The Upper Dockery system was down upon arrival due to a high level
in the air stripper. The air stripper was manually pumped and the system was restarted
that day.
• January 30, 2003 -The Upper Dockery system was down upon arrival due to a high level
in the air stripper. The air stripper was manually pumped and the electrical contacts were
exchanged. A new motor starter for the air stripper blower was also installed. The
system was in operation upon departure.
• December 6, 2002 -January 29, 2003 -The Upper Macon system was down due to
effluent pump failure. The pump was repaired and the system restarted on January 30,
2003.
• December 6, 2002 -December 12, 2002 -The Macon Source system was down because
there was no power to the air stripper. The contacts were repaired and the system was
running upon departure on December 12, 2002.
• January 17, 2003 -January 30, 2003 -The Macon Source system was down due to a
short in the blower motor. The blower motor was repaired and installed on January 31,
2003. The system was in operation upon departure.
The Macon Dockery Site Group appreciates the United States Environmental Protection
Agency's cooperation with this project. If you have any questions or comments, please feel
free to contact me at [phone].
Sincerely,
~ Project Coordinator
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cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Superfund Section
Ms. Giezelle Bennett
February 26, 2002
Page No. 4
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TABLES
Table l -Upper Dockery Influent and Effluent Analytical Results
Table 2 -Lower Dockery Influent and Effluent Analytical Resul,ts
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
----- --
Sample Date I,\. Dichloroethane
Location
2113/1996
UD Influent 2/13/1996
2/14/1996
2/14/1996
2/14/1996
2/14/\996
2/1511996
2/1511996
2/16/1996
2/17/1996
2/17/1996
2/22.11996
2.12211996
2/28/1996
2/28/1996
3/8/1996
4/3/1996
4/3/1996
5/3/1996
6/5/1996
7/1/1996
8/1/1996
11/7/1996
11/7/1996
2/S/l997
5/1411997
Sn/1997
J l/13/1997
2/S/1998
S/7/1998
7/9/1998
8n/l998
11/4/1998
2/11/1999
5/12/1999
8/5/1999
I 113/1999
5/9/2000
8/3/2000
1/1812001
7/11/2001
1/16/2002
7/31/2002
1/2812003
Remediauon Perfonnance Standard
NA= Not Analyzed
Note: • Acetone confinned by Method 8260
NS = Not Sampled
(uon )
4.8
7.7
43
6.5
" '° 4.5
5.5
7.5
5.7
5.5
5.4
4.9
6.4
6.8
5,2
3.6
3
4
2
2
6.1
<10
NA
<25
<1.0
<1.0
<2
<1.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
10
<5.0
<10
3,\11\
--- -- --- -- - -
TABLE I
Influent and Effluent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond Count,·. :\'orth Carolina
1,1 -Dichlorocthene Cis/uans-1,2-Diehloroethene Tetrachloroethene I, I, I-Trichloroethane Triehloroethlene Toluene
(u-") (uo/1) {u-") (u-") (u-" ) (u-" )
\50E Ll 1.3 54 8 3
\JO <LO <1.0 33 <1.0 <1.0
89E 12 <1.0 55 45 <1.0
IOI\ <1.0 <1.0 34 5.3 <1.0
120E 1.4 1.3 50 7.9 <LO
110 <1.0 <1.0 48 7.8 <LO
130E 1.2 14 54 SJ <1.0
140 2 <1.0 56 86 2.8
160 <1.0 <l.O 64 10 <1.0
180E L7 2 I 62 9.4 <1.0
120 <l.0 <1.0 42 6.4 <l.O
\SOE 14 <1.0 52 5.7 <1.0
% <1,0 <1.0 48 5.5 <1.0
200E 1.9 I 19 5.3 <1.0
240 <!.O <l.0 50 <LO <1.0
\JO L7 <l.O 55 3.8 <l.0
160E LI 1.6 38 5.6 <1.0
" <1.0 <1.0 25 3.9 <10
130 <1,0 <1.0 38 4.8 <1.0
I 10 <1.0 <1.0 5.2 <LO 2.8
77 <1.0 <1.0 25 3.6 <1.0
220 <S.O <5.0 52 5.7 <5,0
2<0 <10 <10 54 <10 <10
NA NA NA NA NA NA
100 <25 <25 31 <25 <25
56 <1.0 <1.0 16 3.5 <1.0
39 <1.0 <t.O 1l 2.2 <1.0
88 <2 <2 16 4,2 <2
74 <1.0 <10 18 7.3 <1.0
110 <5.0 <5.0 24 <5.0 <5.0
69 <5,0 <5.0 17 <5.0 NS
120 <5,0 <5.0 20 6.4 <5.0
140 <5,0 <5.0 21 <5.0 <5.0
75 <5,0 <5.0 13 7.0 <5.0
I 10 <5.0 <5.0 20 9.4 <5.0
110 <5.0 <5.0 23 5.0 <5.0
150 <5.0 <5.0 26 5.0 <5.0
64 <5.0 <5.0 8.9 <5.0 <5.0
62 <5.0 <5.0 10 <5 0 <5.0
76 <5.0 <5.0 12 <5.0 <5.0
68 <5.0 <5.0 14 9.9 <5.0
82 <5.0 <5.0 9.8 <5.0 <5.0
220 <10 <10 21 <10 <10
NOT SAMPLED SYSTE.r-.1 DOWN I
70 200 2.8 1000
--- -- -
Sample Date
Location
2/13/1996
UD Influent 2/13/1996
2/14/\996
2/14/\996
2/141\996
2/14/1996
2/15/1996
2115/1996
2/16/1996
2/17/1996
2/17/1996
2/22/1996
2/22/1996
2128/1996
2/28/1996
3/8/1996
4/3/1996
4/3/1996
5/3/1996
6/5/1996
711/1996
8/1/1996
l ln/1996
1117/1996
2/5/1997
5114/1997
Sn/1997
\ ]/JJ/1997
2/5/1998
5/7/1998
7/9/1998
8/7/1998
11/4/1998
2/11/1999
5112/1999
8/511999
11/3/1999
5/9/2000
8/312000
1/18/2001
7/11/2001
!/1612002
7/31/2002
1/28/2003
Rcmed1auon Performance Standard
NA= Not Analyzed
Note: • Acetone confirmed by Method s:
NS = Not Sampled
--- -
TABLE I (Continued)
Influent and Effluent AnalJtical Results
Upper Dockery
Richmond County, North Carolina
Total Xylencs Acetone Chromium Barium Manganese
(uo/1 ) (uo/1 ) (u<>fl ) (uw'L) (uo/1)
J.l <IO 20 92 M
<3.0 <IO <IO <SO <5,0
<3.0 <IO 12 5] 14
<3.0 <IO <IO <SO <5,0
<3.0 <IO II " 14
<3.0 <IO <IO <SO <5,0
<3.0 <IO 19 SI 53
<3.0 <IO <IO <50 <5.0
<3.0 <IO II 57 II
<3.0 <10 <JO 55 12
<3.0 <IO <IO <50 <5.0
<J.O <IO lJ <50 13
<J.O <IO <IO <SO <5,0
<3.0 <IO II <SO 7.7
<J.O <IO <IO <SO <5.0
<3.0 <JO <IO <50 <5.0
<J.0 <IO II 52 <5.0
<J.O <IO <IO <50 <5.0
<3.0 <IO 16 58 <5.0
<3.0 <IO <IO <SO <5.0
<J.0 <IO <IO <50 <5.0
<15 <50 II <50 5.5
<JO 2100 19 61 9.5
NA 150* NA NA NA
<75 <250 12 51 <5.0
<3.0 <IO <JO 58 5.3
<J.O <IO <IO <50 <5.0
<6 <20 14,7 55.6 10.3
<J.O <IO 42 65 78
<15 110 16 so 58
NS NS NS NS NS
<5.0 <50 lJ 50 <5.0
<15 <50 2] 9l 61
<15 <50 II 62 <5.0
<15 <50 13 59 7.2
<15 <50 14 66 <5.0
<15 <50 13 60 <5.0
<15 <50 14 65 <5.0
<15 <50 <IO 77 <5.0
<15 <50 <IO llO 32
<15 <50 ll 110 74
<15 <50 <IO 93 6.5
<JO <JOO <IO 54 <5.0
NOT SAMPLED
400 3500 50 1000 50
-- --- ----
Zinc L~d Suspended Solids
(ullfL) (ti-") (m<>IL)
JJ J.l 51
<20 <3.0 <S.O
<20 <3.0 52
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <3.0 <S.O
<20 <J.O <5.0
<20 <J.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <J.O <5,0
<20 <J.O <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 s
<20 <J 0 <5,0
<20 <3,0 <5,0
<20 <3.0 <5.0
<20 <3.0 <S.O
<20 <3.0 5
<20 <3.0 10
<20 <3,0 <5,0
NA NA NA
<20 <3.0 <5 0
<20 <] 0 <5.0
<20 <3.0 <5.0
<20 <J.O <5,0
<20 <3.0 ]6
<20 <3,0 <5,0
NS NS NS
<20 <3.0 <5 0
<20 <3.0 96
<20 <] 0 8.0
<20 <3.0 38
<20 8.9 <5 0
<20 <3 0 <5 0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 J.l 280
<20 <3,0 <5.0
<20 <3.0 5
SYSTEM DOWN
5000 15
--- -- ------
TABLE 1
Influent and Efnuent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond Countv. North Carolina
--
Sample
Location I Date
1
1,l -Dichlorocthane I 1,1 -Dichloroethene ICis/rrans-1,2-Dichloroethene I Tetrachloroethenc 11,l,\-Trichloroethane I
{u~) I (ui11.) (Ir") (un") (u-")
UDEffiuenc 5/3/1996
615!1996
7/1/1996
8/1/1996
9/4/1996
10/111996
1 lnt\996
12/5/1996
1/6/1997
2/5/1997
3/12/1997
4ffl/\997
5/!4/1997
616/1997
7/211997
sn/1997
9/5/1997
10/211997
1!/13/1997
12/511997
Remediation Performance Standard
NA= Not Analyzed
<10
<1.0
<1.0
<!.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
3500
<!.O <10 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<10 <1.0 <1.0 <1.0
<LO <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
1.5 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<10 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <LO <l.O
<1.0 <J.0 <1.0 <1.0
<1.0 <1.0 <1.0 <I 0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<I 0 <1.0 <1.0 <1.0
<1.0 <J.0 <1.0 <1.0
70 200
NS = Not Sampled Note· • Acetone confirmed by Method 8260
----... -
Trichloroethlenc I Toluene
{u-") (u-")
<1.0 <J.0
<1.0 3.9
<1.0 <1,0
<1.0 <10
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1,0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<J.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
2.8 1000
---- -
Sample Date
Location
VD Effiuent 5/3/\996
6/5/1996
7/1/1996
8/1/1996
9/4/1996
]0/1/1996
I \n/1996
IZ/5/1996
\/6/1997
2/5/1997
J/12/1997
4/8/1997
5/14/1997
6/6/1997
7/2/1997
Sn/1997
9/5/1997
10/2/1997
I l/lJ/19Q7
12/5/1997
Rcmed1auon Performance Standard
NA= Not Analyred
-- --
TABLE I (Continued)
Influent and Effluent Analytical Results
Upper Dockery
Richmond County, J"ri"orth Carolina
Total Xylencs Acetone Chromium Barium Manganese
(ui1L) (uv/L) (u~) (ui1L) (u:_")
<3.0 52 <JO <50 <5 0
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 <50 <5.0
<3.0 20 " 51 7
<3.0 <10 <10 55 <5.0
<3.0 <10 <10 <50 5.9
<3.0 <10 " 59 <5.0
<3.0 <10 12 54 5 I
<3.0 <10 13 5' <S.O
<3.0 <10 " 61 5.9
<3.0 <10 <10 69 <5.0
<3.0 <10 <10 63 <5.0
<3.0 <10 <10 60 7.2
<3.0 <10 <10 52 <5.0
<J.O <10 <10 55 <S.O
<3.0 <JO <10 <SO <5.0
<3.0 <JO <JO 110 5.2
<3.0 <JO <10 50.\ <5.0
<3.0 -:10 1::.1 67.9 ]8,6
<3.0 <JO <JO <SO <5.0
400 3500 50 1000 50
-- ---- -- -
Zinc Lead Suspended Solids
(uv/Ll (ull!L) (mi1L)
<20 <3.0 <S.O
<20 <3.0 <5.0
<20 <3,0 <5.0
<20 <3.0 s
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5 0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 <3.0 <5 0
<20 <3.0 <5.0
24.8 <J.O <5.0
<20 <3.0 <5,0
5000 15
- -- --- -- ---- ---
Sample
Location
UD Effiuent
UDEffiuent
I Date
1/9/1998
2/5/l 998
J/5/1998
413/1998
Sn/1998
6/5/1998
7/9/1998
Snt\998
9/10/1998
10/2/1998
11/4/1998
12/1/1998
l/l l/1999
2/11/1999
3/5/1999
4/8/1999
5/\2/1999
6/10/1999
7/8/1999
815/1999
9/9/1999
I0/\4/J999
11/3/1999
12/3/1999
3/9/2000
417/2000
5/9/2000
W,/2000
7n/2000
8/3/2000
9/25/2000
IO/JZJ:000
1/18/2001
5/3/2001
7/11/2001
10/18/2001
1/16/2002
7131/2002
!0/30/2002
1/28/2003
Remediation Performance Standard
NA • Not Analyzed
TABLE I
Innuent and Effiuent Analytical Results
Upper Dockery
Maconillockcry Site
Richmond Countv. North Carolina
I
\, 1 -Dichloroethane I \, I -Dichloroethene ICis/trans-1,2-Dichloroethene I Tetrachlorocthene 11, 1, !-Trichloroethane I Trichloroethlene I Toluene
(uofl) (uw'L) (uw'l,) (ua/1) (u .rr) (u~11 ) (ii-IT)
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <!.0
<1.0 <1.0 <1.0 <1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <JO <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <LO <J.O <1.0
<1.0 25 <1.0 <1.0 5.5 <1.0 <1,0
<l.O <l.0 <1.0 <1.0 <1.0 <!.0 <1.0
<1.0 <JO <1.0 <1.0 <J.O <1,0 <1.0
<1.0 <JO <LO <1.0 <1.0 <JO <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <JO <1.0
<1.0 <!.O <1.0 <1,0 <10 <1.0 <1.0
<1.0 <l.O <1.0 <1.0 <JO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <JO <1.0 <1.0 <1,0 <1.0 <l.O
<JO <1.0 <1.0 <1.0 <1.0 <1.0 <LO
<l.O <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1,0
<10 <1.0 <1.0 <1.0 <1.0 <l.O <10
<LO <1.0 <l.O <1.0 <1.0 <1.0 <10
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <].0 <1.0 <1.0 <1.0
<1.0 <1.0 <1,0 <1.0 <1.0 <1.0 <1.0
<1.0 2.1 <10 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <J.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 <1.0 <1.0 <1.0 <1.0 <J.0 <1.0
<1.0 <1.0 <1.0 <l.O <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <].0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <l.O <1.0 <!.O <1.0
<1.0 <1,0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1,0 <1.0 <1.0 <1.0 <1.0 <1,0
<1.0 <l.O <1.0 <1.0 <1.0 <1.0 <l.O
NOT SAMPLED SYSTEM DOWN
3500 70 200 2.8 1000
NS = Not Sampled Note: • Acetone confirmed by Method 8260
-- --
- ---- -
Sample Date
Location
UD Effiuent 1/9/1998
2/5/1998
3/5/1998
4/3/1998
Sn/1998
6/5/1998
7/9/1998
Sn/1998
9/10/1998
10/2/1998
! 1/4/1998
12/1/1998
1/11/1999
2/11/1999
J/5/1999
4/8/1999
5/12/! 999
6/10/1999
7/8/1999
8/5/1999
9/9/1999
]0/]4/1999
\ ]/3/1999
!V3/J999
3/9/2000
4n12000
51912000
619f2000
7n/2000
8/3/2000
9/25/2000
10/IV2000
1/18/200]
5/3/200]
7/11/200]
10/18/200]
UD Effiuent 1/16/2002
7/31/2002
10/30/2002
1/28/2003
Remed1auon Performance Standard
NA -Not Analyzed
----
TABLE] (Continued)
Influent and Effluent Analytical Results
Upper Dockery
Richmond County, North Carolina
Total Xylenes Acetone Chromium Barium Manganese
(u·,;) (ullfl...) (u~) (uwL) (u"IT)
<3.0 <IO II <50 <5.0
<3 0 <IO <JO <50 <5.0
<3 0 <IO <JO <200 <15
<3.0 <IO <JO <200 5.2
<3 0 <IO 10 <50 <5.0
<3.0 <JO <10 57 <5.0
<3.0 <JO <10 51 <5.0
<3.0 <JO I) 53 <5.0
<3.0 <JO II 58 <5.0
<3.0 <25 <IO 54 <JO
<J.O <IO II 63 6.3
<3.0 <25 1, 63 40
<3.0 <IO II 55 <5.0
<3.0 <IO 15 73 23
<3.0 <25 II 62 <5.0
<3.0 <IO II 54 <5.0
<J.O <IO 12 57 <50
<3.0 <IO I) 66 <50
<J.O <IO 10 64 <5.0
<3.0 <IO 14 66 <5.0
<3.0 <1.0 14 61 <5.0
<3.0 <IO 1, 60 <5.0
<3.0 <IO ll 58 <5,0
<J.O <IO 13 64 <50
<] 0 <IO 14 74 9.3
<3.0 <JO <IO 160 8.0
<3.0 <IO 1, 69 <5.0
<3.0 <IO <IO 79 <5.0
<3.0 <IO <JO 95 10
<3.0 <IO <IO 78 <50
<3.0 <IO <IO 85 <50
<3.0 <JO <IO S4 <S.O
<3.0 <IO <IO 100 6.3
<3.0 <IO 14 80 5.7
<3.0 <IO 27 79 43.0
<3.0 <IO 14 74 5A
<J.O <IO 18 130 120
<3.0 <IO <IO 55 5.6
<J.O <IO <IO 99 7.3
NOT SAMPLED SYSTE.\,1
400 3500 50 1000 50
- --------
Zinc L~d Suspended Solids
(u<>IT) (unll) (mwL)
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <).0 <5.0
<20 <3.0 <5,0
<20 <J.O <5,0
<20 <3.0 <5,0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3 0 <5.0
<20 <3.0 <5.0
<20 <3 0 12
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 <3,0 <5 0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 5.2 <50
<20 <3.0 <50
<20 <3 0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 <3,0 <50
<20 <3 0 <50
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<:0 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
27 <3.0 8.0
<20 <3.0 <5.0
35 5 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
DOWN
5000 15
-------
""''" """ Cl,.larcfrum
Location (u.,/L)
LD h1fluent 2/1311996 l.l
]1[4/1996 " 2/14/1996 <LO
2/14/1996 1.6
2/1411996 <1.0
2/15/1996 '' 2/16.11996 " 2/22/1996 " 2/lB/1996 u
2/U/\996 <l.0
3fll/1996 ' 4/3/1996 <1.0
Sf.l/!996 <l.0
6/S/!996 <l.0
8/11!996 <2,0
ltn/1996 <2.0
3/12/1997 <5.0
S/!411997 <l.0
&n/1997 <1.0
I 1/1311997 <l.0
2/S/1998 <).()
Sn/1998 <1.0
S/7/1998 <1.0
l!/411998 <!.0
'2/ll/99 <l.0
S/12/1999 <1.0
8/S/1999 <,0
ll/211999 <O 0
Si'.l/2000 <1,0
SJ:l/2000 <l.0
1/18/2001 ..
7111/200] ..
9/21/2001 <l.0
1/16/2002
7131/2002
1/2811003
Rcuu:dumon Performance Stztndard
- ---
TABLE2
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Rih dC tvNrthC r c mon .nun ' aroma
--
LI -Dichlorocthane 1,l -Dicbloroctbcnc Cis/trans-1,2-Dichloroetbcoc Mcth,·lenc chloride
• {u-11) (ui</1.) (u-") fu-11 )
" 33 <,0 <2.0
IIOE " <\,0 q 0
" " <l.0 <2,0
'"' " ,., 1.1
" " '' ,,
" 32 1.1 <,0
" " ,.6 q 0 ,., ,oo <l.0 qo
"' 33 <LU <2,0
" " <1.0 <,0
"' " <1.0 <,0
" 36 <!.0 <,0
" '" u q 0
" " l.l ' " " <,0 <,0
69 " <,0 40
66 " <5.0 <W
" " <l.0 <2.0
" " <1.0 <2.0
JJ " <1.0 <2,0
" " <,0 <2.0
32 ,., <1.0 <2.0
" 7.6 <l.0 <2.0
" 7.3 <1.0 qo
" " <l.O <2.0
" ,.o <1.0 <2.0
" 3.6 <l.0 <2.0
" ,.6 <l.O qo
20 '' <l.O <2.0
23 u <,0 -:2.0
Sy,iem D,mn Not ""''"" Sy1iem Do\\n No< s.o, ...
I <1.0 I <l.0 I <l.O I <2.0
System Do"n No< s.o, ..
Sysiem Down No< ""''"" Sysiem Down No, I s.m, ...
I I ' 3'00 10
• the influent and effiuent <ample• collected on 2-11-99 wen: n,,.-ersed in the field, Table 2 has been corrected 10 ilbutn.tc the proper analytical n:1ull
------
I, I,\. T richlon,ctlw,e
(u-")
" JJ
" " " " ,,
" '" '" " " " " " 38
D
" " " " " " " 68
'1
'" " 1A
" .. ..
I <l.O
I
'""
- --- ----
Sample o,. Trichlorocthlene
Location (11 "l
LO Influent 2/13/1996 " 2114/1996 •• 2/1411996 <.S.O
1/U/1996 ' 2/1411996 ..
2/IS/1996 ,.,
1/16/1996 '·' 2/22/1996 5.2
1/28/1996 u
2/28/19% " 3/8/1996 .,
413/1996 •• 51)/1996 SA
6/S/19% 5.2
8/1/1996 5.0
I ln/1996 " J/12/1997 <5.0
5/14/1997 ,.2
Sn/1997 " 11113/1997 25
21,11998 ,s
5n/1998 , ..
Sn/1998 2.,
ll/~!1998 LO
•2111m L.,
5/1211999 20
8/5/1999 u
1112/1999 LO ,,:mooo <1.0
Br.l/2000 <l.0
1/18/2001 ...
7/11/2001 ...
9/21/2001 <1.0
1/16/2002
7/31/2002
1/28/2003
- --
TABLE 2 (Con1inued}
Influent and Emuenl Analytical Ruulb
Lower Dockery
:O,,lacon/Doc:kery Sile
" moo aunty,, ort aro ,na K h dC :,,; bC r
-
Bcnz_;ne Toluene Total X ,·lene1 Chromium Barium Mangllllese '" )
(11£11..) ru.ui.1 fu,t/L) (11"") (11~")
<2.0 " <H <IO <.SO 260
<2.0 ,., <3.0 <IO <>0 "" <2.0 <2.0 <J.O <IO <,0 <S.O
<2.0 ,., <J.O <IO <.SO "" <2.0 ,.s <J.O <IO <,0 <S.O
<2.0 5.J <J 0 <IO <>0 200
<2.0 ,., <J.O <IO <,0 "' , .. " H " <,0 "" <2.0 u <J.O <IO <.SO "" <2.0 <2.0 <J.O <IO <50 <S.O
<2.0 <2.0 <J.O <IO <50 " <2.0 <LO <J.O <(O <50 (60
<2.0 <2.0 <J.O <(O " " <2.0 2.5 <J.O <IO <50 230
<2.0 <2.0 <6.0 <IO <.SO ( lO
<2.0 <20 <oO <IO <.SO 230
<5.0 <.S.O "" <(O <50 ,.
<:1.0 <1.0 <J.O <IO <50 (50
<LO <:!.O <J.O <IO <50 BO
<l.O <1.0 <'.)_0 <IO <.SO 200
<1.0 <1.0 <J.O <IO <50 HO
<1.0 <LO <J.O <IO <50 HO
<1.0 <1.0 <J.O <LO <50 '" <1.0 <1.0 <J.O <LO <.SO "' <LO <1.0 <J.O <LO <.SO 260
<1.0 <l.0 <J.O <IO <50 "' <1.0 <l.O <J.O <(O <50 .,
<LO <1.0 <J.O <(O <.SO '" <l.0 <1.0 <J.O <LO <.SO " <l.O <1.0 <l.0 <IO <50 "' S,stem Down No< Sampled s;-= Dmm No< Sampled
<LO I <!.0 I <J.O I <IO I <50 I <.S I
S~stem Do» No< Sampled
System Down No< Sampled
'
Sy>tem Do"ll Not Sampled I I I I I
-
Zinc
(11,./L)
"' "" <20
"" <20
" " "" " -<20
JO
39
200
" <20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<,0
<20
<20
<20
Remed,allon Performance Standard 2 8 !000 400 50 1000 50 5000
--
Cadmium Sn~nd,:d Solids
(uo:/1_) fm"" l
""" <.S.O
<0,30 <5,0
<030 <.S.O
<;(1_30 <S.O
<030 <5.0
<0,30 <5,0
<0,30 <5.0
<O JO <S.O
<030 • <0 30 <5,0
<0,30 <5,0
<0.30 <5.0
0.91 <5.0
<O 30 <50
<0.30 ' <0.30 <5,0
<OJO <5,0
<0.30 <5,0
<O.JO <5.0
<( <5.0
<O.JO " <0.30 <5,0
<OJO <.S.O
<0.30 " <0.30 <5.0
"" <5,0
<0.30 <.S.O
<0.30 <.S.O
<0.30 <5.0
<0_30·-<5.0 ... ...
<O.JO <.S.O ...
• the influent mid cillucnl. sampl"" collected<" the in!luent and diluent samples c,:,llected on 2-11-99 were m-.:ncd in the field. Table 2 lw been corrcctcd to illll.ffrale the proper ~tical l'CSIIIL
----
-- - -- ------ -
Sample
Loation
LD Effiuent 2/15/1996
2/16/1996
2/22/1996
2n8/1996
3/8/1996
4f3/1996
5/'3/1996
8/1/1996
9/411996
]0/l/]996
llnll'X/6
12/5/1996
1/6/1997
3/1111997
4/&/]997
5/14/1997
6/6/1997
7f2Jl997 smwn
9/511997
10/2/1997
11/13/1997
12/5/1997
Rtmcdiauru, Pcrfonnmce Standard
TABLE 2
Infiuenl and Effiuent Analytical Result5
Lower Dockery
l\faconfDockery Sile
Richmond Countv. North Carolina
Chloroform 1,1 -Dichloroethane 1,l -Dichloroethene Cisltraru-1,2-Dichloroetbene
(u ) (u ) fu l (u )
<1.0 <l.O <l.O <l.0
<1.0 <1.0 <l.O <l.O
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <l.0 <1.0
<1.0 <1.0 <1,0 <1.0
<l.O <1.0 <\,0 <1.0
<l.O <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <1.0
<:l.O <1.0 <1.0 <l.O
<1.0 <:\.O <:1.0 -<1.0
<l.0 <1.0 <1.0 <:1,0
<1.0 <1.0 <1.0 <l.0
<1.0 <,0 <1.0 <1.0
<1.0 <,0 <1.0 <,0
<1.0 <>0 <l.0 <1.0
<1.0 <1.0 <1.0 <;J.Q
<l.O <1.0 <l.D <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <l.0 <1.0
<1.0 <1.0 <1.0 <1.0
<l.O <1.0 <1.0 <l.0
<1.0 <l.O <1.0 <1.0
""' " • the irifluent and cffiuent samples collected on 2-11-99 wen: =,-cncd in the field. Table 2 has been eom,ctcd to illustBte the proper ana~-tical result-
-------
"'0 <1.0
<2,0 <1.0
<2.0 <1.0
<2.0 <l.O
<20 <1.0
<20 <1.0
<2,0 <1.0
<2,0 <1.0
<2.0 <1.0
<20 <LO
<2.0 <1.0
<2,0 <1.0
<2,0 <1.0
<20 <1.0
<2.0 <LO
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
"'' <1,0
"'·' <1.0 ,oo
--- --- --
Sample Date T richloroethlene
Location jun/I)
LDEffiuC'III 2/15/1996 <;1_0
2116119% <:1.0
2/22/19% <1.0
2/28/1996 <1.0
3/8/1996 <1.0
-1/3/]996 <1.0
5/3/1996 <:1.0
8/111996 <1.0
9/-111996 <1.0
10/1(1996 <1.0
lln/1996 <1.0
12/5/1996 <1.0
1/6/1997 <1.0
3112/1997 <l.0
411/1997 <l.0
5/1411997 <1.0
6/6/1997 <I 0
7/2J1997 <:1.0
Sn/1997 <l.0
9/5/1997 <LO
10/2/1997 <1.0
11/13/1997 <1.0
1215/1997 <1.0
kmed.iaUOD Performance Standa,-d Ran«haoon Paformanoe SW>dard
- --
TABLE 2 (Continued)
Influent and Effluent Analytical Results
Lo .. er Dockrry
Macon/Dockery Site
Richmond County North Carolina.
-
&=ne Toluene TotalXvlcncs Chromium &rium Mangane,e
(11 "} (unll) (un,i) (un,T) (u n) (u n)
<l.0 <LO <SO <10 "'' <5.0
<1.0 <l.O <S.O <10 <,0 <5.0
« 0 <LO <S 0 <10 <,0 <.1.0
<<0 <LO 40 <10 <,0 <5.0
<1.0 <1.0 <SO <10 <.SO <:5.0
<\,0 <1.0 <S.O <10 <.SO <5.0
<1.0 <l.O <S.O <10 "'' <5.0
<1.D <l.O <S.O <10 <>O 1,
<I 0 <1.0 <S.O <10 <>O D
<1.0 <:1.0 <S.O <10 <,0 11
<\,0 H <S.O <10 <SO <5.0
<\,0 <l.0 <S.O <10 <.SO " <1.0 <l.O <S.O <10 <,0 6
<1.0 <1.0 <S.O <10 ,0 <S.O
<1.0 <1.0 40 <10 <,0 <5.0
<1.0 <:1.0 <S.O <10 <.SO <:5.0
<\,0 <1.0 <S.O <10 <.SO <:5.0
<\,0 <l.0 <S.O <10 <,0 <5.0
<1.0 <1.0 <S.O <10 <,0 <5.0
<1.0 <1.0 <S.O <10 <,0 <5.0
<1,0 <1.0 <S.O <10 <.SO <5.0
<1,0 <1.0 40 <10 "'' <5.0
<l.O <l.O "'·' <10 "'" loO a,oo ,0
-
Zinc
(unll)
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
,oo
• the influ=t and cfllllCIII samples collected(' !be intluenlaad dll.uail samples colleded on 2·11-99,....,, m..-1 in !be field, Tobie 2 bau bom ~ to illustrale lbepn,per ~tical
""'"
------
Cadmium Suspended Solid,
(uni1) (mn/1)
<0,30 "'' <0,30 <''i.0
<0,30 ' <030 <.1.0
<O ;o <.1.0
<O ;o <.1.0
<0,30 <,0
<0,30 <5,0
0.56 <.1.0
<0.30 <.1.0
<0.30 <.I 0
<030 1,
<0.30 <,0
<0.30 <5.0
<0.30 <5.0
<0.30 <.1.0
<0.30 <5.0
<0.30 <:5.0
<OJO <5.0
<0.30 <5.0
<0.30 <5.0
<I <5.0
<0.30 <5.0
--- --- -
$ample Date ChlorofoTII1
Location (u•/1 l
LO Effiuent l/9fl998 <l.0
2/511998 <l.O
3/5/1998 <1.0
413/1998 <1.0
5nll998 <1.0
6/5/1998 <l.O
7,<;J/]998 <1.0
Sn/1998 <LO
9110/1998 <1.0
10/1/1998 <1.0
ll/-tll998 <1.0
12/1/1998 <!.O
l/l l/1999 <,0
'2111199 <1.0
3/5/1999 <l.0
4/8/1999 <l.O
5/1211999 <1.0
6'10/1999 <1.0
7/8/1999 <LO
8/5/1999 <1.0
9/9/1999 <1.0
10/14/1999 <,0
11m1999 <1.0
12/3/1999 <1.0
2/25/2000 <1.0
3/9/2000 <1.0
4nnooo ..
5/9f2000 <1.0
..,nooo <1.0
7n/2000 <1.0
8/3f2000 <1.0
9/25/2000 <1.0
10/12/2000 <1.0
1/18/2001 ..
4/24/2001 <l.O
5/11/2001 <1.0
7/11/2001 ..
10118/2001 <1.0
l/16/2002
7/31/2002
!Or.J0/2002 <1.0
!f.!8/2003
Rcmediat>oa l'ctformuce Standard
--- -
TABLE2
Influent and Effiuent Analytical Results
LowH· Docktry
'.\lacon/Dockery Site
R' h d C t S th C r " moo oun , .• , or aroma
--
1,1-Dichloroethanc 1,1. Dichlorocthenc Cis/iran,-1,2-Dichloroethenc Mclhvlcnc chloride
• Cu•/1. l (u-") fo•,1) (uoll)
<1.0 <1.0 <1,0 <2,0
<LO "0 <1.0 <2.0
17 )2 <1,0 <2.0
<1.0 <l.0 <t.O <20
<1.0 "0 <l.0 <2,0
<l.0 <1.0 <1.0 <2.0
<\.0 <1.0 <1.0 <2.0
"0 <1.0 <l.0 <2.0
<1.0 <1.0 <l.O <2.0
<l.O <1.0 <1.0 <2.0
<1.0 <LO <1.0 <2.0
<,0 <1.0 <1.0 <2.0
"0 <1.0 <1.0 <2.0
<,0 <1.0 <1.0 <20
<l.0 <J.O <1.0 <5.0
<l.O <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2,0
<1.0 <1.0 <LO <2.0
<1.0 <1.0 <1.0 <20
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2,0
<!.O <1.0 <1.0 <2.0 u <1.0 <1.0 <2.0
2., <1.0 <1.0 <20
,.2 <1.0 <1.0 <20
<1.0 <1.0 <1.0 <2.0
System ""'" Nm """'"" <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <l.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
System Do,m Nm Sampled
I <1.0 I <1.0 I <1.0 I <2.0
<1.0 <1.0 <1.0 <2.0
System Dmm No< Sampled
<1.0 <1.0 <!.O <2.0
Sy,tem Dolin No< Sampled
S}~tem Down No< Sampled
<1.0 <1.0 <1.0 <2.0
System Dowa No< Sampled
JlOO 70
• lhe iofluent ud cffiucat sample> collected oa 2-11-99 we,e rc,·crsed in lhc field, Table 2 h.u been corrected to illwtrate !be proper an.slytical rcfUIL
-- --- -
l ,l, 1-T richloroethane
(u·")
<l.0
<l.0 ,.,
<1.0
<1.0
<l.O
<!.O
<1.0
<1.0
<t.0
<1.0
<,0
<,0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<l.0
<1.0
<l.0
<1.0 u ,,
<1.0 ..
<1.0
<1.0
<1.0
<t.O
<1.0
<1.0 ..
I <1.0
"0 ..
<1.0
<1.0
200
- - --- - -- - ----
Sample ""· T richloroethlcnc
Location (nltfL)
LD Effi11eru 1/9/1998 <1.0
2/5/1998 <1.0
3/5/1998 <1,0
4/3/1998 <1.0
Sn/1998 <1.0
615/1998 <1.0
7,":1/1998 <1.0
sn1199s <1.0
9/10/1998 <1.0
10/2/1998 <1.0
ll/411998 <l.0
12/1/1998 <1.0
11111!999 <LO
•2111m <1.0
3/5/1999 <:LO
4/l!/1999 <l.0
5/12/1999 <1.0
6110/1999 <1.0
7/S/1999 <1.0
8/S/1999 <1.0
9,'J/]999 <1.0
10/1411999 <LO
ll/2/1999 <1.0
12/3/1999 <,0
2/25/2000 <LO
3,'.1/2000 <l.0
4n12000 ...
5,'.1/2000 <1.0
"'""" <1.0
7n/2000 <1.0
813/2000 <l.0
9n.l/2.000 <l.O
10/12/2000 <l.O
1/1812.001 ...
-111-1/2.001 <1.0 I 5/1112.001 <l.O
711112.001 ...
l0/18/2001 <LO
l/16/2002
7131/2002
!O/.l0/2002 <l.O
1/28/2003
Rcmediallon Performance Standanl ,.,
TABLE 2 (Continued)
lnOnenl and Effiuent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond Count.,. Sorth Carolina . " Benune Toluene Tuia.I Xvlencs ChromiWD Barium
(u·") (uliU'L) (un,i) (unll) fultfl.)
<1.0 <1.0 <l.O <lO <.10
<LO <l.0 <TO <lO <lO
<1.0 <LO <l.O <lO "'"' <1.0 <1.0 <l.O <lO "'"' <1.0 <l.O <l.O <lO <.10
<1.0 <1.0 <l.O <lO <lO
<1.0 <1.0 <3.0 <lO <lO
<1.0 <1.0 <l.O <lO <lO
<1.0 <1.0 <l.O "'" <lO
<1.0 <1.0 <SO «o " <1.0 <1.0 <l.O <lO <lO
<1.0 <1.0 <l.O <lO <lO
<1.0 <1.0 <l" <W "'" <1.0 <LO <l.O <lO <>o
<l.0 <1.0 <SO <lO <.10
<l.0 <1.0 <3.0 <lO <>0
<LO <1.0 <3.0 <lO <lO
<:J.O <1.0 <l.O <lO <lO
<1.0 <1.0 <l.O <lO <lO
<1.0 <l.0 <J.O "" <lO
<1.0 <1.0 <J.O <lO n
<1.0 <1.0 "'·' <lO " <1.0 "0 <3.0 <lO <.10
<l.0 <l.0 <l.O <lO <.10
<l.0 <LO <l.O <lO "'' <l.0 <LO <; 0 <lO <.10
System Do\\n No<
<LO <1.0 <l.O <lO <50
<1.0 <1.0 <l.O <lO <50
<1.0 <1.0 <J., <lO <lO
<l.0 <l.0 <J.O <lO <>0
<1.0 <1.0 "'·' <lO <.10
<1.0 <1.0 "'·' <lO "'' Sntem Down No,
<1,0 I ~l.O I <l.O I <lO I <.10
<1,0 <LO <3.0 <lO <.10
s,-stem Dow" No,
<l.0 ~1 0 <JO <lO <,0
Sy11em Donll No< s.m,"'1
s,-s1em Do,,. N• Sampled
<l.O ~1.0 <SO <lO <lO
System """' No< Sampled
,ooo "" ,ooo
Manganese Zinc
(uwl.) fo211.)
" <,0
'" <,0
" <,0
39 <,0
" <,0
" <,0
<5.0 <,0
"'" <,0
<5.0 <,0
'" <20
lO <20
<5.0 <,0
" <,0
" <,0
<5.0 <,0
<5,0 <,0
<5.0 <,0
<5.0 <,0
"'' <,0
'' <,0
"' " "' 38
" <,0
"" <,0
no <,0
" <,0
Sampled
"' <,0
"'' <,0 ,oo <,0
<5.0 <20
<.1.0 " <5.0 " S=;,!ed
I <S.O I <,0
<5.0 <,0
Sampled
<5,0 <,0
" <20
,0 ,ooo
• the influent and dllueni smnples collected<" !ht inll.ucntaD<l e.Oluait .. mp1a oollecl<d on 2-11-99 """' =.Tned in lb, fiol~ TAblo 2 ha., """'1c,:ne,;l-ed lo illuslnltc lheprnper11I111i)tical
'""''
I
-- ----
Cadmium Swpcndcd Solids
(uoll) (mnll)
<O.JO <5,0
<0.30 " <0.30 <5.0
<:O.JO <5.0
<0.30 <5.0
<0.30 <>O
<030 <5.0
<0,30 <>.O
<OJO <5,0
<0.30 <5.0
<0.30 <5.0
<0.30 <:'i.O
<:O.JO <5.0
<0.30 <5.0
<0.30 <5.0
<O 30 0.0
" ,,
<0.30 <5.0
<0.30 <5,0
<0.30 <5.0
<0.30 <S.O
<0.30 <S.O
<0.30 <S.O
<0,30 "'' <0,30 "'' <0,30 "'' ...
<O.JO <5.0
<O.JO <5.0
<0.30 <5.0
<0.30 <S.,
<0.30 <S.O
<0.30 <5.0 ...
<030 I <.1.0
<O.JO <S.O ...
<0.30 <5.0
<O 30 <5.0
----
Sample Date
Location
UMSA Influent 2/13/1996
2/14/1996
2/14/1996
2/15/1996
2/16/1996
2/17/1996
2/22/1996
2128/1996
3/8/1996
4/3/1996.
5/3/1996
6/5/1996
7/1/1996
7/30/1996
11/7/1996
2/4/1997
(DUP) 2/4/1997
5/1211997
(DUPJ 5/12/1997
8/7/1997
11/13/1997
215/1998
5/7/1998
8/7/1998
11/4/1998.
2/11/1999
5/13/1999
8/5/1999
1 I/2/1999
2/16/2000
5/8/2000
8/2/2000
l/18/2001
7/11/200 I
l/15/2002
7/30/2002
1/28/2003
Rcmediatmn Perfo!lllance Standard
Note: NA =NotAnalyz.ed
DUP -duplicate
-
Chloroform
(ug/L)
<1.0
1.1
<l.O
<l.O
<1.0
<1.0
1.1
<1.0
<1.0
<LO
<l.O
<1.0
<1.0
<l.0
<1.0
<I.O
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<JO
<10
<JO
<25
<25
<25
<2.0
<10
<JO
<10
<25
<25
<25
------
TABLE3
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond Count\' North Carolina
1, I -Dichloroethane 1,1 -Dichloroethene Cis/trans-1,2-Dich loroethene
(ug/L) (ug/L) (ug/L)
15 14 19
14 11 JO
11 14 11
12 14 JI
7.5 21 17
9.7 18 16
JO 17 16
9.8 16 13
7.6 JO JO
5.5 16 8.5
4.8 12 6.9
8.7 22 6
3.8 11 6.9
7.9 15 JO
7.2 9.2 7.5
3.0 27 7.8
2.4 25 6.2
3.8 26 16
4.6 21 16
11.0 55 23
4.8 72 12
12.0 110 21
11.0 67 15
<JO 120 <JO
<JO 180 <JO
16 370 12
<25 380 <25
<25 490 <25
<25 480 <25
59 32 37
18 I JO 26
<JO 400 <JO
<JO 75 JO
44 330 57
<25 570 60
<25 420 52
NOT SAMPLED SYSTEM
3500 7 70
---- -- -
Tetrachlorocthene l,l,1-Trichloroethane Trichloroethlene
(ug/L) (ug/L) (ug/L)
16 5.9 25
7.3 7.2 JO
17 6.1 17
18 5.9 16
14 9.7 25
11 7 24
15 7.6 25
12 5.8 21
7.7 4.1 16
7.4 5.4 18
5.7 <1.0 12
<1.0 6 13
4.8 4.3 12
6.4 4.2 13
2.3 3.4 JO
2.3 8.8 15
J.8 7.9 14
8.9 5 22
8.2 3.7 18
12 6.9 17
8.7 12 13
11 24 17
13 16 11
<20 22 <10
<10 23 <JO
30 57 14
<25 61 <25
<25 78 <25
26 69 <25
<2.0 <2.0 2.5
<10 <JO <JO
49 54 <10
<10 <JO JO
28 42 26
27 25 <25
<25 <25 <25
DOWN
200 2.8
- -- -- -
Sample Date
Location
UMSA Influent 2/13/1996
2/14/1996
2/14/1996
2/15/1996
2116/1996
2/17/1996
2122/1996
2/28/1996
3/8/1996
4/3/1996
5/3/1996
6/5/1996
7/1/1996
7/30/1996
11/7/1996
2/4/1997
(DUP) 2/4/1997
5/12/1997
(DUP) 5/12/1997
8/7/1997
11/13/1997
2/5/1998
5/7/1998
8/7/1998
I 1/4/1998-
2/11/1999
5/13/1999
8/5/1999
11/2/1999
2/16/2000
5/8/2000
8/2/2000
1/18/2001
7/11/200 l
l/15/2002
7/30/2002
1/28/2003
RemedialliII Performance Standard
Note: NA= Not Analyzed
DUP -duplicate
Vinyl chlorid,
(ug/L)
<1.0
<1.0
<l.0
<LO
<1.0
<LO
<LO
<1.0
<LO
<LO
<LO
I.I
<1.0
4.5
2
<LO
<LO
<1.0
<1.0
<1.0
<2.0
6.6
6.6
<10
<10
<IO
<25
<25
<25
54
<IO
<IO
<IO
<25
<25
<25
--- --
Benzene
(ug/L)
<LO
1.5
I
1.3
<I.0
<1.0
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<LO
<LO
<1.0
<l.0
<2.0
<2.0
<2.0
<IO
<IO
<IO
<25
<25
<25
<2.0
<IO
<IO
<IO
<25
<25
<25
NOT
TABLE 3 (Continued)
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond Count\· North Carolina ..
Toluene Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
1.9 <10 140 300 55
<1.0 <10 ll0 180 <20
<1.0 <10 ll0 160 20
I <10 100 140 <20
<l.O <IO 120 160 <20
<l.O <IO ll0 ll0 <20
<1.0 <IO 120 65 <20
<1.0 <IO 130 52 <20
<1.0 <10 130 41 <20
.<1.0 <IO ll0 27 <20
<1.0 <IO 97 21 <20
3.6 <IO 130 19 <20
<1.0 II ll0 13 <20
<1.0 <IO 130 13 <20
I <10 140 9.8 <20
<LO <IO 150 24 <20
<1.0 <IO 140 17 <20
<J.0 <10 120 68 <20
<1.0 <10 150 55 <20
<1.0 34 210 93 <20
<2.0 <IO 139 <5.0 <20
<2.0 <IO 190 16 <20
<2.0 <IO 190 50 <20
<IO <IO 180 34 <20
<IO <IO 180 22 <20
<IO <IO 200 25 <20
<25 <IO 160 14 <20
<25 <IO 140 12 <20
<25 <IO 180 13 <20
<2.0 <IO 290 53 <20
<IO <IO 350 76 <20
<IO <IO 170 13 <20
<IO <IO 98 <5.0 <20
<25 <IO 360 <5.0 <20
<25 <10 340 5.2 <20
<25 <IO 340 <5.0 <20
SNvlPLED SYSTEM DOWN
1000 50 1000 50 5000
--- --- -
Cadmium Lead Mercuiy Suspended Solids
(ug/L) (ug/L) (ug/L) (mg/L)
<0.30 3.5 <.2 21
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 0.22 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 7
<0.30 <3.0 <.2 <5.0
<0.30 8.2 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 NA 5
<0.30 <3.0 NA 6
<0.30 <3.0 NA 10
<0.30 <3.0 NA 36
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 5
<0.30 7.4 NA NS
<I <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 .<3.0 NA <.5.0
<0.30 <3.0 NA 5
<0.30 <3.0 NA <5.0
32 <3.0 NA <5.0
<0.30 5.9 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
5 15 I.I
--- --
Sample Date
Location
UMSA Efiluent 2/17/1996
2/22/1996
2/28/1996
3/8/1996
4/3/1996
5/3/1996
6/5/1996
7/1/1996
7/30/1996
9/4/1996
10/1/1996
I 1/7/1996
12/5/1996
1/6/1997
214/1997
3/1211997
4/8/1997
5/12/1997
6/6/1997
7/2/1997
817/1997
9/5/1997
10/2/1997
I i/13/1997
12/5/1997
Remediation Perfonnance Standard
Note: NA• Not Analyzed
-
Chloroform
(ug/L)
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<l.O
<l.O
<LO
<1.0
<LO
-- -- --
TABLE3
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond Count\' North Carolina
1,1 -Dichloroethane 1,1 -Dichloroethene Cis/trans-l, 2-Dichloroethene
(ug/L)
<LO
<LO
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<l.0
<1.0
<LO
<I.O
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
3500
DUP -duplicate
(ug/L)
<1.0
<1.0
<LO
<LO
<LO
<LO
<1.0
<LO
<LO
<LO
<LO
<1.0
<1.0
<LO
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
7
(ug/L)
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<I.O
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
70
--- ----
Tetrachloroethene 1, 1,1-Trichloroethane Trichloroethlene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <LO
<LO <1.0 <1.0
<I.O <1.0 <1.0
<1.0 <1.0 <1.0
<l.O <1.0 <1.0
<LO <1.0 <LO
<LO <1.0 <1.0
<LO <l.0 <l.O
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<LO <LO <LO
<l.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <LO
<1.0 <LO <LO
<1.0 <LO <LO
<LO <1.0 <LO
<LO <LO <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
200 2.8
-- - ----- --- -
Sample Date
Location
U?-.·ISA Effluent 2117/1996
2122/1996
2/28/1996
3/8/1996
4/3/1996
5/3/1996
6/5/1996
7/1/1996
7/30/1996
9/4/1996
10/1/1996
11/7/1996
12/5/1996
1/6/1997
2/4/1997
3/12/1997
4/8/1997
5/12/1997-
6/6/1997
7/111997
8/7/1997
9/5/1997
10/2/1997
11/13/1997
12/5/1997
Remedratmn Perfonnance Standard
Nott,: NA= Not.Analyud
Vinyl chlorid Benzene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <LO
<l.O <LO
·<1.0 <LO
<1.0 <1.0
<l.O <1.0
<1.0 <LO
<1.0 <l.O
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<LO <LO
<1.0 <LO
<1.0 <LO
<LO <LO
<LO <LO
<LO <LO
<LO <LO
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
Note: NA= Not Analyzed
TABLE 3 (Continued)
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond Count\.', North Carolina .
Toluene Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<LO <IO 120 120 <20
<LO <10 120 70 <20
<1.0 <10 130 51 <20
<1.0 <10 120 37 <20
<1.0 <IO 110 27 <20
<1.0 <IO 120 26 <20
2.9 <10 130 22 <20
<1.0 12 110 14 <20
<1.0 <10 200 110 41
<1.0 11 170 68 26
<1.0 <IO 130 13 <20
<1.0 <10 140 13 <20
<1.0 <10 170 17 <20
<1.0 <IO 200 46 25
<1.0 <IO 160 29 <20
<1.0 <IO 130 30 <20
<LO <10 200 30 <20
<l.O 12 210 95 35
<1.0 <10 240 74 <20
<1.0 <10 180 41 <20
<LO 11 230 250 40
<LO <10 130 27 <20
<LO <10 185 31.5 <20
<LO <10 129 84.2 <20
<1.0 <IO 150 160 26
1000 50 1000 50 5000
DUP -duplic:ate
--- --- -
Cadmium Lead Mercury Suspended Solids
(ug/L) (ug/L) (ug/L) (mg/L)
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 6
<0.30 <3.0 NA <5.0
<0.30 9.2 NA 23
<0.30 66 NA 16
0.47 <3.0 NA 24
<0.30 <3.0 NA 26
<0.30 <3.0 <0.20 5
<0.30 3.5 NA 120
<0.30 <3.0 NA 8
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 7
<0.30 <3.0 NA 100
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 4.8 NA NA
<0.30 <3.0 NA 22
<0.30 <3.0 NA 11
<! <3.0 NA 8
<0.30 6.5 NA <5.0
5 15 I.I
- ----
Sample Date
Location
UMSA Effiuent 1/9/1998
2/5/1998
3/5/1998
4/3/1998
5/7/1998
6/5/1998
7/9/1998
8/7/1998
9/10/1998
10/2/1998
11/4/1998
12/1/1998
1/11/1999
2111/1999
3/5/1999
4/8/1999
5/13/1999
6/10/1999
7/8/1999
8/5/1999
9/9/1999
10/14/1999
ll/2/1999
1213/1999
2116/2000
3/9/2000
41.7/2000
5/8/2000
6/9/2000
7/7/2000
8/212000
9/25/2000
10/1212000
1/18/2001
5/3/2001
7/11/2001
10/18/2001
12128/2001
1/15/2002
7/30/2002
10/30/2002
1/28/2003
Rerued1atwn Perfom1ance Standard
Note: NA= Not Analyzed
-
Chloroform
(ug/L)
<1.0
<1.0
<l.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<I.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<l.0
<l.0
<1.0
<1.0
<1.0
<1.0
-- - -- -
TABLE3
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond C u tv N rth Carolina o n 0
I, I • Dichloroethane 1,1 -Dichloroethene Ci s/trans-1,2-Dichloroethene
(ug/L)
<LO
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
NOT
3500
DUP -duplicate
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
16
<LO
<LO
<1.0
9.9
<LO
<LO
<LO
<LO
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<l.0
SAMPLED
7
(ug/L)
<LO
<LO
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
SYSTEM
70
- ---- --
Tetrachloroethene 1, 1,1-Trichloroethane Trichloroethlene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<1.0 <1.0 <LO
<1.0 <LO <LO
<1.0 <LO <1.0
<1.0 <LO <LO
<1.0 <LO <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<1.0 <1.0 <l.0
<1.0 <LO <1.0
<1.0 <LO <l.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <LO
<1.0 <LO <1.0
1.0 2.6 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO 1.4 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <I.0 <LO
<1.0 <1.0 <LO
<l.0 <I.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<1.0 <LO <1.0
<LO <LO <1.0
DOWN
200 2.8
- -- -- --- - -- -
Sample Date
Location
UMSA Effiuent 1/9/1998
2/5/1998
3/5/1998
4/3/1998
5/7/1998
6/5/1998
7/9/1998
8/7/1998
9/I0/1998
10/2/1998
11/4/1998
12/1/1998
1/11/1999
2/11/1999
3/5/1999
4/8/1999
5/13/1999
6/10/1999
7/8/1999
8/5/1999
9/9/1999
10/14/1999
l l/2/1999
12/3/1999
2/16/2000
3/9/2000
..f./7/2000
5/8/2000
6/9/2000
7/7/2000
8/2/2000
9/25/2000
10/12/2000
1/18/2001
5/3/200 I
7/11/2001
10/18/2001
12/28/2001
1/15/2002
7/30/2002
10/30/2002
1/28/2003
RcmediatJ.oo Perform= Standard
Note: NA -Not Analyz.ed
Vinyl chlorid Benzene
(ug/L) (ug/L)
<LO <LO
<LO <LO
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<1.0 <l.0
<LO <1.0
<1.0 <1.0
<l.O <1.0
<l.O <1.0
<l.O <1.0
<l.0 <1.0
<LO <1.0
<LO <1.0
<LO <l.0
<l.0 <l.0
<l.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <l.0
<l.0 <l.0
<l.0 <1.0
<1.0 <1.0
<LO <LO
<LO <l.0
<LO <l.0
-<r.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<I.0 <1.0
<1.0 <1.0
<1.0 <1.0
NOT
Note: NA* Not Analyzed
TABLE 3 (Continued)
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina . '
Toluene Chromium Barium :Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <10 180 33 <20
<1.0 <10 200 20 <20
<1.0 11 210 160 25
<1.0 <10 <200 64 <20
<1.0 <10 210 310 29
<1.0 <10 160 46 <20
<1.0 <10 240 llO <20
<l.0 <10 190 37 <20
<1.0 <10 200 56 <20
<1.0 <IO 190 110 <20
<1.0 10 220 450 48
<1.0 <10 160 68 <20
<1.0 <10 150 120 <20
<LO <10 230 120 22
<l.0 <IO 180 100 25
<1.0 <10 170 72 <20
<LO <10 170 66 <20
<LO <10 180 100 <20
<LO <IO 170 160 <20
<1.0 <10 140 13 <20
<1.0 <10 150 340 24
<LO <10 200 37 <20
<LO <10 180 13 <20
<1.0 <10 180 18 <20
<1.0 <10 240 300 40
<1.0 <10 230 47 <20
<1.0 <10 210 40 <20
<1.0 <10 410 54 <20
<1.0 <10 180 61 <20
<1.0 <10 220 250 32
<1.0 <10 190 80 <20
<1.0 <10 280 8.3 <20
<1.0 14 180 84 <20
<1.0 <10 200 36 <20
<LO 28 440 350 29
<1.0 15 360 110 <20
<LO 60 450 900 47
<LO ll 360 llO <20
<1.0 <10 360 35 <20
<1.0 21 370 130 <20
<1.0 20 370 98 <20
SAMPLED SYSTEiV1 DO\VN
1000 50 1000 50 5000
DUP -duplica1e
--- --- -
Cadmium Lead MerCUl)' Suspended Solids
(ug/L) (ug/L) (ug/L) (mg/L)
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 6
<0.30 4.1 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 5 NA 13
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 33
<0.30 <3.0 NA 12
<0.30 4.6 NA 180
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
36 <3.0 NA 8.5
<0.30 <3.0 NA <5.0
<0.30 3.3 NA <5.0
<0.30 8.7 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 5.3 NA 130
<0.30 <3.0 NA 5.0
<0:30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 3.8 NA <5.0
<0.30 4.1 NA 38.0
<0.30 <3.0 NA <5.0
<0.30 3.7 NA 6.0
<0.30 <3.0 NA 8.5
<0.30 19 NA <5.0
<0.30 3.7 NA 38
<0.30 21 NA <5.0
<0.30 <3.0 NA 8.0
<0.30 <3.0 NA 8.0
<0.30 3.0 NA 11.0
<0.30 4.0 <0.20 6.0
5 15 1.1
- -- --
Sample Date Chlorofonn
Location (ug/L)
UM Influent 2/22/1996 6
2/23/1996 3
2/24/1996 1.4
2/25/1996 1.2
2/28/1996 3.5
3/8/1996 <1.0
3/16/1996 <1.0
4/3/1996 <1.0
6/5/1996 <1.0
7/1/1996 <1.0
7/30/1996 <1.0
11n11996 <1.0
2/4/1997 <1.0
5112/1997 <1.0
8/7/1997 <1.0
11/13/1997 <1.0
2/5/1998 <1.0
5/7/1998 <1.0
8/7/1998 <1.0
11/4/1998 <1.0
2/11/1999 <1.0
5/13/1999 <1.0
8/5/1999 <1.0
11/3/1999 <1.0
2/16/2000 <1.0
5/8/2000 <1.0
8/2/2000 <LO
1/18/2001 ...
7/11/2001 <5.0
1/15/2002 <2.0
7/31/2002
1/28/2003· <LO·
Remediation Perfonnance Standard
--- ---
TABLE 4
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond Countv North Carolina
1, I -Dichloroethane I, I -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L) (ug/L)
4.1 1.6 5.8
4.5 1.6 6.4
4.6 1.8 6.4
<1.0 2.2 6.6
5.8 1.4 8.6
4.7 I 8.6
5.5 1.8 9.2
4.4 1.6 6.6
4.9 1.8 7.7
3.8 I.I 6.1
4.1 2.1 8.6
5.3 1.9 6.6
5.5 1.6 7
II 2.5 1.8
5.8 1.8 7
5.3 I.I 3.9
6.9 1.6 6.7
5 1.8 5.6
3.6 1.6 6.4
2.9 1.4 3.7
4.3 2 5.1
4.4 3.4 8.1
4.1 3.3 6.5
4.2 5.6 6.1
3 3.1 4.0
3.9 10 6.3
4.5 16 8.7
Not Sampled
9.7 37 7.6
2.6 32 7.4
Not Sampled
<1,0 · 19 • 1.2·
3500 7 70
- ----- -
Methylene chloride Tetrachloroethene 1, 1, I-Trichloroethan1
(ug/L) (ug/L) (ug/L)
<2.0 4.8 <1.0
<2.0 4.8 <1.0
<2.0 6 <1.0
<2.0 6.9 <1.0
<2.0 5 <1.0
<2.0 3.8 <1.0
<2.0 4.6 <1.0
<2.0 4 <1.0
<2.0 <1.0 <1.0
<2.0 3.3 <1.0
<2.0 3.3 <1.0
<2.0 2.3 <1.0
<2.0 2.5 <1.0
<2.0 <1.0 4.5
<2.0 2.1 <1.0
<2.0 1.6 <1.0
<2.0 I.I <1.0
<2.0 2.5 <LO
<2.0 1.2 <LO
<2.0 <1.0 <1.0
<2.0 I <1.0
<2.0 1.6 <1.0
<2.0 1.3 <LO
<2.0 1.5 I
<2.0 1.2 <1.0
<2,0 2.3 1.6
<2.0 4.2 2.6
System Dov.n ...
<JO 7.3 8.6
<4.0 6.5 4
System Do"n
<2.0 • 2.8 • 1.8 •
5 200
-- - ---
Sample Date
Location
UM Influent 2/22/1996
2/23/1996
2/24/1996
2/25/1996
2/28/1996
3/8/1996
3/16/1996
4/3/1996
6/5/1996
7/1/1996
7/30/1996
11/7/1996
2/4/1997
5/12/1997
8/7/1997
11/13/1997
2/5/1998
517/1998
8/7/1998
11/4/1998
2/11/1999
5/13/J 999
8/5/1999
11/3/1999
2/16/2000
5/8/2000
8/2/2000
1/18/2001
7/11/2001
1/15/2002
7/31/2002
1/28/2003•
Remediation Perfonnance Standard
-- - - - -
Trichloroethene
(ug/L)
12
12
14
15
14
12
12
10
9.8
7.6
9.8
8.3
8.2
4.1
8.1
3.9
5.9
5.8
6.2
3.6
4.4
5.3
4.2
4.2
2.8
3.2
5.6 ...
6.7
3.9
<1.0.
2.8
TABLE 4 (Continued)
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
Toluene Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
15 <10 <50 36 120
12 <10 <50 31 110
9.7 <10 <50 30 110
9.2 <10 <50 28 110
2.9 <10 <50 18 40
<1.0 <10 <50 13 50
<1.0 <10 <50 20 50
<LO <10 <50 9.3 26
3.2 <10 <50 <5.0 22
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 36 <5.0 <20
<1.0 <10 <50 12 <20
<LO <10 <50 7.2 <20
<1.0 <10 <50 28.7 <20
<1.0 <10 <50 8.4 <20
<1.0 <10 <50 16 <20
<1.0 <10 <50 13 <20
<1.0 <10 <50 52 <20
<1.0 <10 <50 14 <20
<1.0 <10 <50 II <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<I.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <IO <50 <5.0 <20
Not Sampled
<5.0 <10 <50 15 <20
<2.0 <10 <50 13 <20
Not Sampled
<1.0 · <JO. <50 • 19 • <20·
IOOO 50 l000 50 5000
- -- --- -
Cadmium Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
<0.30 4.8 <5.0
<0.30 4.5 <5.0
<0.30 3.6 <5.0
<0.30 3.4 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 3 10
<0.30 <3.0 13
<0.30 <3.0 <5,0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 NA
<0.30 <3.0 <5,0
<0.30 <3.0 5
<0,30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
49 <3.0 <5.0
<0.30 7.2 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
System Down ...
<0.30 <3.0
<0.30 <3.0 <5.0
System Do~n
<0.30 -<3.0 -58 •
5 15
!!!!!!II l!!!!!!!!I l!!!!!!!!!!I
Sample
Location
LM Influent
(DUP)
1!!!!!!11
Date
2/22/1996
2/23/1996
2/24/1996
2/25/1996
2/28/1996
3/8/1996
3/16/1996
4/3/1996
5/3/1996
6/5/1996
7/30/1996
11/7/1996
2/4/1997
2/4/1997
5/12/1997
8/7/1997
11/13/1997
2/5/1998
5/7/1998 .
8/7/1998
11/4/1998
2/11/1999
5/13/1999
8/5/1999
11/3/1999
2/16/2000
5/8/2000
8/2/2000
1/18/2001
7/11/2001
1/15/2002
7/31/2002
1/28/2003 •
Remedtauon Performance Standard
l!!!!l!!!I
Chlorofonn
(ug/L)
14
13
8.9
8.2
3
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1.6
1.5
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 ...
<1.0
<1.0
<1.0,
l!!!!!!!!!!!I -l!!!!!!!!I l!!!!!!!!I
TABLE4
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond Countv. North Carolina
I, I -Dichloroethane
(ug/L)
I, I -Dichloroethene
(ug/L)
Cis/trans-1,2-Dichloroethene
(ug/L)
26 9.1 4.4
29 11 4.9
30 13 4.9
31 13 5
32 15 5.6
9.5 1.6 2.4
8.1 1.8 2.4
7.3 2.6 2.3
8.6 2.7 2.9
12 4.7 3.4
17 6.6 <1.0
11 33 2.2
9.8 2.1 2.4
9.0 1.8 2.1
5.3 2.4 6.4
13.0 <1.0 1.2
9.5 1.8 <10
13.0 1.9 1.2
12.0 2.5 1.6
16.0 1.1 1
13.0 1.3 <1.0
13.0 2.2 1.3
10.0 1.4 <1.0
7.8 1.0 <1.0
2.0 <1.0 1.1
<1.0 <1.0 1.4
1.9 <1.0 <1.0
11.0 2.7 1.2
Not Sampled
6.1 2.8 1.0
4.5 1.7 <LO
Not Sampled
<1.0 . <l.O , <LO ,
3500 7 70
-
Methylene chloride
(ug/L)
<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
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
System
<2.0
<2.0
System
<2.0
-
l!!!!!!!!I l!!!!!!!I
Tetrachloroethene
(ug/L)
2
2.1
2.7
2.6
2.4
<1.0
<1.0
1
<1.0
<1.0
<1.0
<I.0
<1.0
<1.0
2
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Dom>
<l.O
<1.0
Do\\11
<l.O
1,1,1-Trichloroethan
(ug/L)
14
15
17
17
17
2.5
3.4
4
4.2
5.3
6.7
5.2
4.4
3.8
<1.0
4.4
3.3
4.1
4.1
4.4
4.1
3.7
4.1
3.4
<1.0
<1.0
<1.0
4.7 ...
2.8
1.2
<1.0 .
200
-
--- -- -
Sample Date
Location
LM Influent 2/22/1996
2/23/1996
2/24/1996
2/2511996
2/28/1996
3/8/1996
3/16/1996
4/3/1996
5/311996
6/511996
7/30/1996
11/7/1996
2/4/1997
(DUP) 2/4/1997
5/12/1997
8/7/1997
11/13/1997
2/5/1998
5/7/1998
8/7/1998
11/4/1998
2/11/1999
5/13/1999
8/511999
11/3/1999
2/16/2000
5/8/2000
8/2/2000
1/18/2001
7/11/2001
1/15/2002
7/31/2002
1/28/2003 •
Remediation Performance Standard
---- --
Trichloroethene
(ug/L)
3.3
3.6
4.5
4.4
4
1.1
1.4
4.7
4.6
4.9
4.1
4.5
3.7
3.1
8.3
3.3
1.9
3.4
3.7
3.5
3.0
3.6
3.7
2.4
I
<1.0
<1.0
5.1 ...
3.4
1.4
<1.0
2.8
TABLE 4 (Continued)
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina ' Toluene Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
15 <10 77 130 120
18 <10 81 140 130
17 <10 86 160 160
15 <10 86 160 160
4.2 <JO 100 150 240
<1.0 <10 <50 72 52
<1.0 <10 <SO 53 57
<1.0 <10 <50 72 44
<1.0 <10 24 31 27
4.6 <10 <50 21 24
<1.0 <10 <50 20 <20
<1.0 <10 <50 6.4 <20
<1.0 <10 34 19 <20
<LO <10 34 16 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <LO <50 55.1 <20
<1.0 <JO <50 II <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 17 <20
<l.O <10 58 99 <20
<1.0 <10 <50 8.8 <20
<1.0 <10 <50 70 <20
<1.0 <10 <50 <5.0 <20
<l.O <10 <50 6.1 <20
<1.0 <10 <50 6.0 39
<1.0 <10 <50 6.4 <20
<1.0 <10 <50 <5.0 <20
Not Sampled
<l.O <10 <50 7.3 <20
<1.0 <10 <50 8.6 <20
Not Sampled
<1.0. <10, <50 • 8.2 <20,.
1000 50 1000 50 . :,000
----- --
Cadmium Lead Suspended Solids
(ug/L) (ug/L) (mg/L)
<0.30 5.5 <5.0
<0.30 5 <5.0
<0.30 4.4 <5.0
<0.30 3.2 <5.0
<0.30 3.3 <5.0
<0.30 <3.0 7
<0.30 <3.0 <5.0
<0.30 <3.0 7
<0.30 <3.0 <5.0
<0.30 <3.0 5
<0.30 <3.0 6
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 NA
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 5.0 40
<0.30 <3.0 9.0
25 <3.0 <5.0
<0.30 6.4 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
System Down ...
<0.30 <3.0 12
<0.30 <3.0 <5.0
System 00\.\TI
<0.30 • <3.0-20 ,
5 .
- - -
Sample
Location
U/L Effluent
--
Date
2/24/1996
2/25/1996
2/28/1996
3/8/1996
3/16/1996
4/3/1996
5/3/1996
6/5/1996
7/1/1996
7/30/1996
9/4/1996
10/1/1996
11/7/1996
12/5/1996
1/6/1997
2/4/1997
3/12/1997
4/8/1997
5/12/1997
6/6/1997
7/2/1997
7/25/1997
sn11991
9/5/1997
10/2/1997
ll/13/1997
12/5/1997
Remed1at1on Perfonnance Standard
-
Chloroform
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
<1.0
<1.0
<1.0
<1.0
<1.0
Note: 7/25/97 Sampled for Manganese only.
-- -- --
TABLE 4
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond Countv, North Carolina
I, I -Dichloroethane
(ug/L)
1,1 -Dichloroethene Cis/trans-1,2-Dichloroethene
(ug/L) (ug/L)
<1.0
<1.0
<LO
<1.0
<1.0
1.8
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
2.4
NA
<1.0
<1.0
<1.0
<1.0
<1.0 . 3:,00
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
<1.0
<1.0
<1.0
<1.0
<1.0
7
DUP • duplicate
<1.0
<1.0
<1.0
<1.0
<1.0
1.6
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1.8
NA
<1.0
<1.0
<1.0
<1.0
<1.0
70
NA= Not Analyzed
--
Methylene chloride
(ug/L)
<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
<2.0
<2.0
NA
<2.0
<2.0
<2.0
<2.0
<2.0
5
NS= Not Sampled
---
Tetrachloroethene
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
<1.0
<1.0
<1.0
<1.0
<1.0
I, 1,1-Trichloroethan
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
<LO
<1.0
<1.0
<1.0
<1.0
200
- -
--------------
Sample Date Trichloroethene
Location (ug/L)
U/L Effluent 2/24/J 996 <1.0
2/25/1996 <l.O
2/28/1996 <LO
3/8/1996 <l.O
3/16/1996 <1.0
4/3/1996 1.9
5/3/1996 <l.O
6/5/1996 <I.0
7/1/1996 <l.O
7/30/1996 <l.O
9/4/1996 <1.0
10/1/1996 <l.O
11/7/1996 <1.0
12/5/1996 <1.0
1/6/1997 <1.0
2/4/1997 <1.0
3/12/1997 <1.0
4/8/1997 <1.0
5/12/1997 <1.0
6/6/1997 <1.0
7/2/1997 <1.0
7/25/1997 NA
8/7/1997 <1.0
9/5/1997 <1.0
10/2/1997 <1.0
l l/13/1997 <1.0
12/5/1997 <1.0
Remediation Performance Standard 2.8
Note: 7/25/97 Sampled for Manganese orDUP -duplicate
TABLE 4 (Continued)
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina ' Toluene Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <10 83 150 150
<1.0 <10 90 160 170
<1.0 <10 <50 32 59
<l.O <10 <50 39 56
<1.0 <10 <50 31 51
<1.0 <10 <50 44 54
<1.0 <10 31 10 21
2.1 <10 <50 7.5 <20
<1.0 <10 <50 <5.0 <20
<l.O <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<LO <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 39 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 79 <20
NA NA NA 36 NA
<1.0 <10 <50 5.4 <20
<1.0 <JO <50 <5.0 <20
<1.0 <10 <50 6.3 <20
<1.0 <10 <50 <5.0 <20
<1.0 <JO <50 <5.0 <20
1000 50 1000 50 5000
Cadmium
(ug/L)
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
NA= Not Analyzed NS= Not Sampled
-----
Lead Suspended Solids
(ug/L) (mg/L)
3.7 <5.0
3.6 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 24
<3.0 <5.0
<3,0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <5.0
<3.0 25
<3.0 <5
<3.0 <5
15
- -- -- -Sample Date Chlorofonn Location (ug/L) U/L Effiuent 1/9/1998 <1.0 2/5/1998 <1.0 3/5/1998 <1.0 4/3/1998 <1.0 5/7/1998 <1.0 6/5/1998 <1.0 7/9/1998 <1.0 8/7/1998 <1.0 9/10/1998 <1.0 I0/2/1998 <1.0 11/4/1998 <1.0 12/1/1998 <1.0 1/11/1999 <1.0 2/11/1999 <1.0 3/5/1999 <1.0 4/8/1999 <1.0 5/13/1999 <1.0 6/10/1999 <1.0 7/8/1999 <1.0 8/5/1999 <1.0 9/9/1999 <1.0 10/14/1999 <l.O 11/3/1999 <1.0 12/3/1999 <1.0 2/17/2000 <1.0 3/9/2000 <1.0 4/7/2000 <1.0 5/8/2000 <1.0 6/9/2000 <1.0 717/2000 <1.0 8/2/2000 <1.0 9/25/2000 <1.0 10/12/2000 <I.0 1/18/2001 ... 4/24/2001 <1.0 5/3/2001 <I.0 7/20/2001 <1.0 10/18/2001 <1.0 12/28/2001 <1.0 1/15/2002 <1.0 7/31/2002 10/30/2002 <I.0 1/28/2003' <1.0 • Remediation Performance Standard Note: 7/25/97 Sampled for Manganese only. L._ --- -- -TABLE 4 Influent and Effluent Analytical Results Upper/Lower Macon System Macon/Dockery Site Richmond Countv, North Carolina I, I • Dichloroethane I, I -Dichloroethene C is/trans-1,2-Dichloroethene (ug/L) <1.0 <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 <1.0 <l.O <l.O <LO <1.0 <1.0 <1.0 <l.O <l.O <LO <LO <1.0 <1.0 <l.O <LO <1.0 <l.O <LO <1.0 Not <l.0 <1.0 <1.0 <1.0 <1.0 <1.0 Not <1.0 <1.0 , 3500 (ug/L) <1.0 <1.0 <1.0 <1.0 <1.0 <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 <1.0 <1.0 <1.0 <I.0 <l.O <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 Sampled <1.0 <1.0 <1.0 <1.0 <I.0 <1.0 Sampled <1.0 <1.0 • 7 DUP. duplicate (ug/L) <1.0 <l.O <1.0 <1.0 <1.0 <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 <l.O <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <l.O • 70 NA == Not Analyzed -------Methylene chloride Tetrachloroethene I, l,l-Trichloroethan1 (ug/L) (ug/L) (ug/L) <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <LO <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <5.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <LO <1.0 <2.0 <LO <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <LO <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <LO <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <LO <1.0 <2.0 <1.0 <1.0 System Down ... <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 <2.0 <1.0 <1.0 System Down <2.0 <1.0 <1.0 <2.0 • <1.0 • <1.0 5 ... 200 NS = Not Sampled
---------- ---
Sample Date Trichloroethene
Location (ug/L)
U/L Effluent 1/9/1998 <1.0
2/5/1998 <1.0
3/5/1998 <1.0
4/3/1998 <1.0
5/7/1998 <1.0
6/5/1998 <1.0
7/9/1998 <1.0
8/7/1998 <1.0
9/10/1998 <1.0
10/2/1998 <1.0
11/4/1998 <1.0
12/1/1998 <1.0
\/11/1999 <1.0
2/11/1999 <1.0
3/5/1999 <l.0
4/8/1999 <1.0
5/13/1999 <1.0
6/10/1999 <1.0
7/8/1999 <1.0
8/5/1999 <1.0
9/9/1999 <1.0
10/14/1999 <l.0
11/3/1999 <LO
12/3/1999 <1.0
2/17/2000 <LO
3/9/2000 <1.0
4/7/2000 <1.0
5/8/2000 <LO
6/9/2000 <1.0
7/7/2000 <1.0
8/2/2000 <LO
9/25/2000 <1.0
10/12/2000 <1.0
1/18/2001 ...
4/24/2001 <1.0
5/3/2001 <l.O
7/20/2001 <LO
10/18/2001 <1.0
12/28/2001 <1.0
l/15/2002 <1.0
7/31/2002
10/30/2002 <1.0
1/28/2003 · <1.0
Remediat10n Perfonnance Standard 2.8
Note: 7/25/97 Sampled for Manganese onDUP -duplicate
TABLE 4 (Continued)
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina ' Toluene Chromium Barium Manganese Zinc
(ug/L) (ug/L) (ug/L) (ug/L) {ug/L)
<1.0 <10 <50 <5.0 <20
<1.0 <10 56 <5.0 <20
<LO <10 <200 <15 <20
<LO <10 <200 <5.0 <20
<1.0 <10 <50 <5.0 <20
<LO <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<LO <10 <50 9.2 <20
<1.0 <10 <50 6.7 <20
<1.0 <10 31 <10 <20
<1.0 <10 <50 6.2 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 47 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 20 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 27
<1.0 <10 <50 <5.0 <20
Not Sampled
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
Not Sampled
<1.0 <10 64 <5.0 <20
<1.0• <10 <50 • 30 • <20,
1000 50 1000 . ,o 5000
Cadmium
(ug/L)
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
System
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
System
<0.30
<0.30'
. ' NA= Not Analyzed NS= Not Sampled
-----
Lead Suspended Solids
(ug/L) (mg/L)
<3.0 <5
<3.0 <5
<3.0 <5.0
<3.0 <5.0
<3.0 NA
<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 <5.0
<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 <5.0
3.7 <5.0
<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 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
Down ...
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
Do\\11
<3.0 <5.0
7.5 • 7
-- --
w,11 "" Chluroform N-,,., ' ·,
MW15 2/IJ/'K, .,, =· .,,
7fJl/% .,,
(DUPl) 7f>ll% <H
11mw. <H
(lllJP) 11n1<K, . .,
u,m <H
YIY\17 <!Ull
(IJtlP l) 'i/121'17 «oo .,,,, <W
(llllPLICA lli I) ll/lW7 .,
111111'!7 <W
(lllJP I) "~' <25
2/519~ <W >=• "" (l)UP I) ,-. . ., =• <100
llf.\/9X "" 2/lli'J</ <l'i
5112/'J'J <15
•>m <H
"''"' <W
2/l7~U ''" '"'" <W "'w "'" 1111'.A'.l! "'" (l)tlP 1) !ll!Wl "'" 711 IA'.ll <LO
(lltJPl) 711 l.{)l "'" (])(II') I IIIM'.l2 "'" IIIMl2 "'" 7/Jl.{12 <,0
(lll/P 1) 7f.llA'.l.l "'" 112MIJ • <1.0.
(])(JP l) 112MIJ <1.0 •
Rm~.i.au,m Pm""""'""' s...,,.i.ru
Nr\ • NOi ~ lll. • l>iluti<>n
M\\'l5 2/IJ/96
"'"' 7111,<;16
11n1W, -511.Vil7 -, l!/12197
"'"' 5(119~ .,,,.
1113198
2111m
"'"" XISl'J'J
'"'"' 2/!7Al0
519Al0
!!/JAlO
1111'.AJI
"""' 111(.02
7/J I.OJ
lllllllll
R<m<diabon l'<,-fortnaooe Shu><lanl
<1.0
<I.U
<1.0
<1.0
<1.0
<I 0
<1.0
<1.0
<'.1,0
<1.0
<I.O
<1.0
"'" ., " <,0
<J.O
<'.I,()
<l.O
<1.0
<l.0
<1.0
<1.0
<1,0
<:\,0 •
Nr\ • Not r\nolyzeJ Ill• lhlwion
u
-
-Lhchlu""'u..,,, , ... 11.1
" " <:!5
<25
l'J
"" ,,,
<1(10
<l(XI
" " <10 .,,
<10
"' •.
<100 . .,
"'' <H
<H
<W
<IU
''" " " "' 1111
" <511
<5.0
'' ''" 1.4.
"'
,,
''" <1.0
<'.1()
<:J.0
<'.l()
<'.l.0
"'" "'" <l.O
<!,() .,,
<'.)()
<I.U
<I.U
<l.O
<1.(1
<I.()
<I.()
<In
<I.()
<I.II
<I.()
<I.II•
-
'·' -t>idd,,,,,.,lh<,,e , ... ,.)
,w
/,JO
1,10
'"' 1!100 "ill 1200
'" 540
'"' "" ..
llkl
.1IO
nuo
"" llllO
IJOO
610
'"' ,,.
"' ,,
no
llO
"" IJ0
1(,11
"' " ,,.
](XI
" ,,
If,•
()l'f' • ..,.._
<I.U
''" '' "' ,.,
<1.0
<1.0
<1.0 ,.,
<,0
<J 0
<1.0
<l.O
<].()
<I.I)
<:l.O
<I U
''" <1.0
'" <1.0 cy. 7
Dl'P•-
---
Table S
G ~und,. ater Quality Su m1IJJ1ry
Mnan/ Dorl.try Sile
" moo """ " 0 R.h dC l)~'i,hC numa
----
CW!filU-l.2•l>u:hloru.,lh.m< Metbykoochlori<lo Tctn<hloroc:lhrn< l.1.1-T~ ,_ V,nyl chlond< --(not.\
<H
'" .,,
<2'i
"2'i . .,
<H
<!00
<IIXJ
<W
<5.0
<W
<H
<HI
'"' "' <100
<,0 .,,
<H .,,
<W
''" <W
<5,0
<5,0
<5,0
<,0
0.0
<5.!I
<5,0
<5,!I
<S.O
<1,(1
<1.0
<1.0
<1.0
<:1.0
<1.0
<1.0
<l.ll
<1.0
<I.O
<1.0
<1.0
<:1.0
<1.0
<1.0
<1.0
<1.0
<1.0 ., "
<1.0
<l.O
<,0
<1.0
<'.1.0 .,.
<1.0 •
'"
' -,
"" .,., .,., .,.,
"" <][)()
'"' <,00
<200
<ID
<10
<W
'"' <,0 .,oo
<'.II)()
<21)()
<:)IXJ
<!20
<,0
"" <20
''" <ID
''" <W
<W
''" <W
''" <W
<W
''" <2.0 •
<2.0 •
<2.(1
<2,0
<2,0
<2.0
<2,0
<2.0
<2.0
<2.ll
<2.0
<HI
<l.O
<:2.0
<2.0 .,,
<2 (J
<l.O
<l,H
<:l.O
<l.O
"" <l.O
<:2,0
<l.O
<2,0 •
' ·, .,,
" .,, .,,
<H . .,
<H • ,oo
«oo
"'" "'" "" .,,
<W
"" <W .,oo
<,0
<25
<H
<25
<W
''" <W
''" "'" <,0
"'" <S.O
<S.O
<5.0
<50
"'" <Io •
<1.0
<:1,(1
<:1,0
''" <l.O
<l.O
<1.0
<LO
<1.0
''" <I.U
<1.0
<1.0
<1.0
<I.O
<1.0
<1.0
<1.IJ
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<] 0 •
' ·,
''" "" "" IMI ,~ ,oo
'" ,, . ,,.
"" "' " '" "' ,w
"" '"' '"' ,oo
'"' "" "' " .,
1(,
" " '" " '" " " " " > J.9 •
'' <l.O
<:1.0
<1.0
<1.0
<1.0
<1.0
«" <:1.0
<:I.()
<,0
<1.0
<:1.0
<1.0
«" <:1.0
<1.0
<1.0
<1.0
<l.O
'" ''" .,.
<lo
'"'
(uni!)
<25 .,,
'" <H
<H
'"' <l'i
<!UO
<1(1()
''" <,0
"" .,,
<W
<W
"" ,,oo
"" <25 .,,
"'' <W
<W
<W
"'" "'" "'" "'" "'" "'" "'" "'" "'" <'.l,O,
<LO ,
<:1.0
<1.0
<LO
<1.0
<LO
<I.U
<1.0
<I.()
<1.0 <'" <:1.0
<I.I)
<1.0
<1.0
<1.0
<:1.0
<l.O
<:].0
''" <LO
''" <I.O
<I.O
<LO
(u"".) .,, .,, .,, .,,
<2S . .,
<2S ,,oo
<'.l(lll
<W
<;'ill
<W .,,
<W . .,
<W
<100
"' "'' .,,
"'' <W
''" <W
<50
<,0
<>O
<5.0
<'.5,0
<5.0
<5.0
<5.0
<5.0
<!.(I
<l.O •
<'.LO
<1.0
<LO
<1.0
<l.O
<LO
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<:1.0
<1.0
<:1.0
<1.0
<1.0
<] 0 •
(u•".)
"'' .,,
"'' .,,
<25
"' "'' <100
<]!X>
<W
<50
<W .,, .,,,
"" <,0
<'.]00
<,0
"'' .,, .,,
<W
<W
<W
<5.0
<5.0
<5.0
"'" <5.0
<S.O
<5.0
<5.0
<5.0
<1.0.
<I.O•
<1.0
<1.0
<1.0
<W
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<:1.0
<1.0 .,.
<1.0
<l.O
<,0
«"
<l.O ., " <rn
«"
<1.0 ., "
<IO •
-
Tolueno
(u•")
" <H
" " "'' <,0
<H
«oo .,oo .,,
"'" <W
420 ., ,,.
'" «oo
"" <H
<H
"'' :n
<W
<W
<>o
"'" <5.0
"'·" <'.S,o
"'" <S.O
<S.O
"'·" <:l,0•
<1.0.
HXXJ
<l.O
<l.O
<l.()
<!.O
<!,O
<1,0
<!,O
<l.O
<!.O
<l.()
<1.0
<1,0
<LO
<!,O
<1.0
<I.II
<I.Cl
<1.0
<I.Cl
<I.O
<I.O
<1.0
<:I.II
<1.0 • 1
HUI
--
f ~f q t
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l&lll/1
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86/S"/Z
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961Wl ..,,,,
961(1/1:
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----
----
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- -
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t-nO.><l,ry
M\\'16 l/ll/96 ,=
7131196
11n/%
'""" 11nN<,
2/51'l7
511)197 M~,
I IIIV/7
2151!~
SKJ\I~ ~· 11r:1m
2111m ••= -1112/99
211mo >= ~ro
l/lMJI
7/IINJ
lllMl2
1/]0,'IH
l/21WJ•
RcmoJial><,n i'erf°"""""" Sl&nda,,J NA~ Not AnatyuJ
L,,.u Dxl<r)·
MW24 2/lJ/%
'""" 2/lll'il6 ,,,~
!Vlf)6
I lfi/')6
215!'17
5/IJm .~,
ll/12,';17
""" -=• I i/3/'Jll
2111m
S/1:'Hl -I lf'..199
21l7AJO
~w
MW
1/IR,OJ
711 l~ll
l/lMIZ
7/ll~JJ
1nMn•
' Renrdiabon Pe,fonnancc l&nJanl NA ~ Noe AnalF-"<i
--
Tot>!Xykn<s ".'.":."" c~0 ,---~.) ' '
<SD <W " "" <W " <.1 0 <Ill '"' <J.O <10 " <HI <IO .,
<HI <Ill " <)JI <Ill " «,o <20 ,w
<.1.(1 <In '" <JO <Ill <W
<J 0 <W .,
<J,O <ID " <J,O <W " <'.J,O <W " <(,_() <W " <J.O <10 140
<.10 <!O " <'JO <'.l(I "" ... ... ...
<'._1.(1 <'.Ill 12()
No,
NITT
NITT
' 00
<J.U "" "' <J.O <'" " <'" <'.1(1 <IO
<J,O <W <W
<J.O <10 <'"
<.1.0 <10 <IO
<,0 <Ill <1(1
<.1.0 <Ill <10
<J.O <'.10 <10
<J.O <W <W
"" <W <W
<..1.0 <W <W
<3.0 <IO " <J.O <W '" <l.O <'" ''" "'" <W <W
<l.O "" '" <3.0 <10 <W
<,0 <W " "'" <W "' <J_(I <10 <W
<J II <I{) <W
<;10 <IU <W
<JO <10 ''" <.1.CI, <Ill • <10 •
,oo '
---
T•blr 5 (Con!inurd)
Gn.,undwalrr Qualify Summary
Macon/Dockrry Si1r
""" " Richmond C ry !'lor1h Carolina --11<,rylhu -Nield v.,..<1,..,,
(··-•.1 (,;all,) r-•.1 1"•11.) ' .,
270 <'" IIOO "' ,oo
310 "'" l'.lllO "' 120 ""' <511 Sl!XI ''" "" 830 "'" .1200 ,oo ,m
"" <S,() 2~1KI ,oo ,,.
"" "'" /,711 " "' ,w <'" ~Ill " " ,w "' 4l(KI "" "'" 6JJ <'" .11'}{) '" 265 <,0 <'.5.(1 "' ~, <>o
510 "'' 24W ,w "" !JO <,0 = " " ,oo <S.O '"" ~ ½
'" <'.j_() ""' " " ,oo <S.11 t.1m " "" ,oo '' .17(~ 210 .no ,w <'" ism "" 2:io
'"" <HI ]\'(-) 14() "" Well "' SMnpleJ ='" Well N<>l ~led DueT"
Well N<>I . 'wnpleJ Du<T<> M "'" 2.111 <,0 " SAMPLE() lllJE '" u,v CONDffiONS
SAMPI.FJl LJUF. "' u,v toNOmONS ~AMPI.FJl DUE "' DRY cmmmoNs
,oo
"' "'" J~-1 '" ''" J70 <5.0 _17(XJ "" "" " <'" l4(X) "" "'" ~ <5,0 ism "" ''" " "'" 27(XI "" <'" " <5.1! 25m "" """ '" <HI ism <41) '" " "'" "'" ~" <»
14!1 <5.IJ 24!UI "" <»
" "'" >= "" "'" ''" <,0 HOO ~, "'" "" """ l4!X) "" ''" "" """ '"" "" " '"" """ ,.. "" "'" "" <5.0 ,= ~, "'" ''" "'" "" ~, <,0 ,w "'" "00 ~, <,0
"" "'" 25UI "" <'" '"' <5.0 "" "" "'" ,w <;\() "" ~, "'" "" """ 241Xl ~" "" <5.ll ll(XI ''" <,0 .. <SO HIXI ''" <'" "" <,0 l2(Xl ~, <,0
63• "'" •·· 40? <,0-
.,
---l!!!!!!!!!I I!!!!!!!
,_ c;~~'1 ~· -~ l.)..,_,d< Susp<n<lcd Solid,
(~•II,) ' "' ' ., ( ",) I ".I
,,. <XI.JO " " <W = ,,. <tJ-10 " " <W •= ,,. "~ " NA " HOO ,w o.47 '" NA "' noo .140 0,45 " "' "' NA 11(1 <ll . .111 "" NA NA "" " <U • .10 " NA NA •• 511) <U .. 10 " NA NA ""' 162 <> " "' "' "" " <II.JO " "' "' '" '"' ~.w !! "' NA "ro ,ro <0.30 " NA NA ,w
% <II.JO '" " " "" '" <ii.JO '·" NA NA ·~ ,,. ,., '" "' " "" ''" <U.30 n.o NA N, l(~IO ''" <(I.JO 2(1,0 '" NA 1.100 rn, 0,.17 15.0 "" '" "00 Ob•ltU<t><m ...
Ob•ltU<ll<>h ...
(ll>•"""ti"n ...
"' " '' "" NA "~
" ''
no <:O.JO " NA <W "00 "" <() •. 10 " NA " ><OO <ro <().JO <3.0 "" <HI " " <II.JO <l,O "" NA " <10 <l) • .10 <J,0 NA NA " <2() <(),.10 <.1.0 NA "" " <lll <(J..l(I <J,O "" "' "' '" <(1..10 <J,O "" "' " 48.I « 4,J NA "" ''" <W <()_10 " NA "" " '" ~'" ,, "" NA " <W ~·'" " "" NA " "" " " "" "" ,w
" ~'" " NA "" ,w
" ~'" <J_O NA "" '" " -QJ_lO '' NA NA ''" ., <:0.30 '·' "" NA "" <W <().JO <J,0 NA "" " " <().JO <J.O NA "" ,oo
"' ~'" " "" "' "" <20 <:0 .. 10 <JO "" NA "' <2(1 <0 .. 10 <J 0 NA "" "' <2(1 0.91 <J.0 NA "" " <W 0.91 <3.0 "" <A " <20 • <:0.30. "'". '" NA ..
" "
--- --
Macon S,oi=,, An:•
MW2A ZIH"II',
5{219(,
(IJUP) ,-.
7/Jll'X•
111(.19(,
2/4/'!7 s,= =• (UUPI.ICAn:21 ll/121'J7
11/12,'/7 "~" ,m
(DlJP 2) =• ma,
([)UN) mm
1114/'il~
(DUP-2) 1 l/Uil~
2/1/W'J
(DUP-2) "'"" 5/Llffl
(DUP.l) 5113/9') -(DUJ>.2) -11/Jffl
(nll1'•2) 11/Jl'l\l
2/lWII
(l)UP-2) 2/171(1()
5/MXI
[DUP·2J --(DUP-2) H/U!Xl
tll7itJL
{Dl/P•2) !117,t!!
7/llKll
(DlJP-2) 7/llKll
11)5,{)1
(DuP-2) 1115,{)2 ,_,
'""'" 7/30.Ul
112AAll•
(DUP 1) 112!WJ •
RemeJuuoa Porfmmance Sundanl
------
Tahir 5
Ground•nttr Quality Sumnuol)
Richmond County, North Carolina
--
Chk>n>forrn 1,1 -Ll,chlon-1,1-[>,chlon~ CWltU<-1.H»cl,lon"""""" M<'lhilcne~hlorid< T<1nehlon>etba,o 1,1,1-Tnchk>roClhanc:
(u,) (u.) (u,) (u.) /.) (u.) (u,)
<1.0 _l(, '" ,, "'" <I.O " <I II '" " '' <20 <1.0 ,.,
<I IJ " " 9 .. 1 <2(1 <I 0 ,.,
<1.0 " <l.O <1.0 <20 .:1.0 <l.O
<I.O ' ' " "'" Ll '' <'" " ,, " <l.CI ,., ).(,
<1.0 '" ,¼ J.7 <2.0 <,. " .:2.0 <l,O " <20 q" <20 "' <:2,0 <211 " <20 <~.O '' "' <2,0 <2U " <20 qo '' " "'" 0,U "" " <m •• n
<.5,0 r,.4 "" "' <HI " .11,
"'·" '" ,w " <W " '" <H <H "" <H <~ <H '" <H <H .,w <H <511 <H M
<H <25 ,w <H ""' ,. " "'' "'' ,w <H ""' n ''" <H <25 N <H <~ w 1.10
<2S <25 ,oo <H ""' H "' <H <2'.I ,ro <2S ""' " "" <H <25 ,w <H <,0 •. 15!1
<H <2S 6JO <2S <~ " "" <25 "'' "" <H ""' " 1:10
<2' <H 65(1 <» "'' " " <25 <H "" <» <,0 " ,oo
<» "'' /,JO <» ""' " " <H <H l,IU <» "'' " " <H <» "" <» -~ '" " <H <25 no <H ""' " " <H <H ,,. <H <>o " ,.,
<» <H '"" <n <,0 " '" <25 <H .,. <H <l!O '" " <W <m no <W <,0 " " <'" ,,, nn <10 <20 " " <W " "" <m <'" '" " <W <m no <m <'" " " <Ill <10 JIil <IO <20 " H
<10 <W ,w <'" <20 " " <m <W '"' <m "'" " " <10 • <IO• 1.10• <IU • <20 • ". " . <10 • <IO• .110 <10 • <.'O • " . n .
'" 2m
NA~ Noi AnaJ~d DI.• Dilution [)l."J" ..........
-- --1111!!1 l!!!!!!!!!I
" <'.l,0 <1.0 <1.0
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" .:1.0 <1.0 <lo
<'" <l.0 <l.O <IJ)
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" <'" <1.0 <,0
" <LO .:1.0 <l.O
' <'.2.(1 <l.O "l.O
'Jl <ZCI <'" <l.O
"·' <2.0 <2.0 <l.0
" "'" <5.0 <5,(1
'" <5.11 <5,0 <S.O
" "'" "'' <5.0
<H <H <H <H
<H <H <H <H
"'' "'' "'' "'' "'' "'' "'' "'!S
" <H <H "'' <H <H "'' "'' <H <25 <25 <25
<H <H <H "'' <25 "" "'' "'' "'' "'' "'' "'' <25 <H <» <H
"'' <H <» "'' <H <H "'' "'' <H <H <H <" <» <H <H <H
<H "'' <H <H
<H "'' <H <H
<25 <H <» <H
<25 <25 <25 "'' <W <m <W <m
'" <10 <W <m
" <m <W <W
<W <W <W <W
<IO <](I <W <W
<m <W <W <W
<W <W <W <W
<IO • <JU . <10. <JU -
<10 • <IO• <LO • <W
j(IO()
-------
Dai, Tuial X)'lones Ace~><>< Chroma
MIICOD Sour= An,a
MW2A 2/1.l/'K,
Sr..!'J<,
"'"" """· 7fJ]I')(,
11161')(,
2141'!7
SIJ2N7 -,
(DlJP1.JCAffi2) 1111~17
111111?7
l/51'1~
>Km
(DOP l) )/1,/'JX ~"" {lll1P·2) ~"' II/VIK
(Ul/P·2) II/VIX
"'""' (1Jl/P·2) "'""' SJIJ/9\1
(DUP·2) SJJJ/9\1 ~-(DUP·2) -111:11\/\l
(DUP•2) llfJl9'J
2117,Q(l
{DUP-2) 2117.00 -(DUP-2) ,_ -(Dllf'-2) """" !117/01
{l)l/P-2) 1117/01
7111/01
{l)l/P-2) 7111/01
lllS/02
(DUP-2) IIJSKl2
7fl!W2
(DUP2J 71:\IW2
1m .. o,.
{[)UP 2) 112003.
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<,0 <,0
<Ill <1(1
''" <,0
<Ill <1(1
<10 <W
<II! <HI
<20 <W
<'.10 ''" <S, ''" <S> ''" <SIi <Ill
<:SO ''" <250 <IO
<!SO <,0
<!SO <IO
<2SO <,o
<2SO sclO
<250 " <250 «o
<250 <,0
<2511 <W
<HO <,0
<2~ ''" <'.2j,(I ''" <2l-O ''" '''" " <'" " ~ID <W
~ID " <HO <>O
<[()() <>O ,,oo <W
<100 <1.0 «oo " <l(XI " <100 <W
<I/XI <W
<1011 • <'.lO •
<'.I/XI• <W
- --
T1blt S (Conlinued)
Ground .. 11tr Qualily Summar,
MaconfDocktry Silt
Richmond County, :'lior1h Carolina
Uarium B"'}·lhu Mani'-'"""' Nid<l
(u l f l
·~ <5.0 1411 ~o
,;o <S.O u, ~ ..
"" <5.0 " ~o
"o <5.0 " ~ ..
"" "'" " ~o ,oo <>O ,;SO ~"
~ "" " ~" ,oo <rn r,_7 4"
103 "'" 2S.J 40
IO(, <5.0 41.4 <JII
"" 0,(1 ,., 40
"" <>o <5,0 40
"o <>o <>o 40
"" tjO " 40
"" <S.O <,0 <41)
'"' "'' <,0 qo
no <So <SO <4{)
''" <S.O <,0 qo
"' <S.O <S.ll <40
,m "'" " q" ,ro <,0 ,.o 40
"" "'" '' 40
,m <,0 <S.O .,,,
"" <Hl <Hl 4"
>ID <S,O <S.O 40
l.lO <S.n <5,0 4"
"" "'" <5,0 40
"" <S,11 '' 40 ·~ "'" "" 40 no "" '" 40
"" <S.O "'' 40
"" <5.0 IO.O 40
'"" <S.U '·' 40
''" "'" 10.0 40
''" <SO •. , 4" ,ro <5.0 390,0 40 ,oo "'" 3700 40
''" "'" WO 40
'" <S.O 1(,(1 40 uo. <S.o. (,.J 40 •
1.10. <S,(). <5,0. 4"
""
Vanadium
''" <S>
<,0
<S>
<,0
'" <,0
<5(1
''" '" ""' '" "'" ""' "'" "'" <S>
"'" ""' "'" "'" .,,
<"
'" <,0
<,0
<,0
<" ""' <"
""' ""' ""' <,0
<,0
<,0
""' <W
'" <ro-
''"·
- --- -
l!!!!!!!!!I l!!!!I
/.rn,; Codm, 1..,aci M=:wy CyaruJo Suspended s.,l,Js
/<1 l f l ( l
" <O,J(I <.l.0 "' <II) " <W <0,30 <J.O "' <,0 ' <W <0.30 <.l.O "' <,0 ' " <O.JO <3.0 "' " " <W <(1.30 <3.0 "' N, "'" <'.2() <CUO <J,O NA "' NS
<W <O.JO <J,O "' "' "'" <2(1 <'.(1__10 <J.O NA NA <>o
<,0 ,, <J,O NA ~A ' <2(1 ,, <JO NA "' " <,0 <(1._10 "' NA "' <,0
<W <(j.J() <HI N, " " <20 <O.:IO "'" N, "' <5.0
<W <0.'.10 "'" N, "' s;)_Q
<W <t)_lO <3.0 N, N, <5.0
<ID <X)_JO <>O N, N, "'" <W Ql..lll <J.O N, N, "'" "'" <Xl_,o "' "' "' "'" " <O.JO <J.O "' N, '" " <0-10 "'" NA N, (,.0
" <O.JO <.1.0 NA N, ,, 0
" ~30 •. , NA NA "'" " <03.0 f,.9 NA N, "'" " '' <J,O N, N, "'" " <O.J-0 <J.O N, " <S,()
<'.2(1 <U.JO <J.O N, N, <5.0
<ID <Xl.JO <),0 NA N, '" " Q).311 <JO N, NA "" "" ~30 "" N, "' "" ,, <0,311 « 0 N, " '" " ~'" "'" N, N, "'' " <Xl.30 "'" N' NA '·" " •~L'O <J.O " N, " " <Xl.30 "'" N, " "" " <0.JO <3.0 N, " "'" ·~ 0.85 ,, NA " 170,0
1.10 0.38 •. , NA "' 15!1,0
" 0,67 <.l.O N, NA 12.0
" QUO <l.0 N, N, '"0 <ID • <Xl.30• .:),0. N, N, tjO.
<2() • .:iuo• <3,0• N, N, <>o
" ''
---
Well
Number
Macon Sow,;c i\n,a
MV.'~
,uua
(llllP 2)
(DUP-1)
(Dlll'-1)
(DUP-1)
(l)UP-1)
(DUP-1)
(UlJl'.IJ
(UUP•IJ
(l)UP•l)
(IJUP-1)
-
l/]JI'}(, w,,
7/Jl/W.,
7/Jll'Ko
11/61<1<,
U5f'n
SJ12N1 -,
ll/111'17
2/Sl'JX
l/S ... X =• ,nm
"'"" 111.l/\lX
1113nx
m=
2/IOl\l9
SJIJHI
SIIJ/99
""" """ 11/2/'J<J
'""" :U17/i:I()
2117,tl{)
""" '""" ~rn
wrn
1117.0l
7/l l.O!
7111.01
1116.02 ,_,
lll!W.l
R<m<J,.uon Pmonnan,;e ~"'n,!.,.J
--
Chl<>rofomi I.I -lhchlon><lhon< I. I
(u ,)
<1.0 "" <I.I! ]Jll
<W '"' <W ,~
<,0 170
<1.0 " <20 " <'.2,0 Y,
<1.0 " "'" '"' <W '"' <,0 " <5,0 ~
<W " <IO " <W " <S.O " <rn " <W " <W " <W " <,0 " <H <H
<H <H
<15 <l5
<H <H
<H <H
<H <H
<15 <!5
<H <n
<2.0 " <2.0 " "·" ,.,
NITT
NITT
NITT
J51)()
-
<W
<1(1
<W
<W
"'' " " " JJ
" "" " "" "" "" "" "" "" "" 220 ,~
''" "" "" 520
"" "" 5:10 ,oo
"' " " DO
SAMPUD
SAMPIH)
SAMPUIJ
NA• Not ADalp.ed DL • [>,Juti<><, [ll'P • ...,__
- --
TabkS
Ground .. •l~r Quality Summary
Macon/ Doc~ry Silf
Richmond Counly, l'ior1h Carolina
----l!!!!!!!!I
Mclh;kno chforide Tctnu:hlor,,cl!K,.,.. 1.1.l-lnchloroethane [richlorocthe"" Vii,yl chloride Henz.:ne Tolu,n,
( ,l (u ,)
" " " <W '" " "' <rn
IW <21l <1(1 <IO " 1(,(1 <IO <10
HO <20 " <W " ,~ <W <W
:i~o <2ll <rn <,0 " "" <IO <W
l!KI <W <5.U ' " '' <S.O "'" " <20 ,. " u " ,, <1.0
" ~, '' " ,, " <2() <20
" <01 '' " "' '' <2.0 "'" " <'.2,0 " " '' " <LO "" JIii <1(1 <S.O • .l'I )(Kl "'" "'·" 220 <W <W <W " " <W <W
25'1 <2(1 "' <W ,,, " <W <W
''" <1(1 " " '" '" "'·" <,0
)10 <,0 '" " " " <W <W
Jm <2(1 n " " " <W <,0
'" <W 2.l '" n <W <W <W
!.'<J <IO " " n " "'" <5.U
'"' <W " " " " <W <W
''" "'" '" " " " <W <W
21K) <211 n " " " <,0 <,0
'" <W " " " " <W <W
'"' <20 " " n " <W <W ,w <"' " " " <H <H "'' .uo ""' " ,oo " <15 <H <H
''" <» " '" " <H <H <H
"" <,0 '" ~ " "'' <H <H
220 <,0 , .• " " <H <H <H ,. <S> " M U, <H <H <H ,~ <,0 ¼ n u, <H <H <H
"" <» '" " " <H <H <H
" ~· " " '' " <rn <rn
'' ~, '" J.7 J.(, '" <2,0 <2,0
"'" <1(1 <S.0 " "'" <5.0 "'" "'" l>Ul:TO o,v CONIJmoN~
l)UETO o,v CONlJmoN~
DUE TO o,v CONUmoNs
' ,oo
!!!!!I
r !J ! ! ! ! ! ! ! ! ! ! i !f ,~ p !
tfl----------------------,i'-l-1 I ~~~~~§ss;i~~ii~S~~~~g~ssi;;~,!§~~~~§ s ~~~~~~~IS IS f; g l, 1 ~ ~ 1 :i ~ § ~ ~ l ~"",, ~::. ~ .. ~ ~ ~ ,;,.:;_
" a~teaeeeeee@@@@@&&@@&@&a~~!=;@@ca ~! "r ~
"""AB-6=t:.t:,t:,t:,t::.!'.!'.!'.""-!:.!::.!'."-!'.!'.!!.""'"-~;:;"-~ ~i ~~~~~~8~~~~888800888~88~0~~8000~2 -~
-
-
I I I I I
I
I
I
I
I
I
I.
I
I
I
I
I
I
I
--- - ----
Wdl ~-Numb.er
Mac<,oSour«:Arc,,
MW•ll Ut~r'X, <,0 <I() " ,,,,. <,0 <l.O " ,_ •TO <,0 H
11/619<, ,., <t II ,. u,m <I.O <,0 ,,
""m <1.0 <l.O "' ~~, <Io "" '' 111nm <1.0 "" u,m <,0 <l (I J .. 1
5/f..,8 <'" "" " mm <1.0 <l.(I I.(,
ll/4/'J8 <I{) <I.II "' u,= <1.0 "" ,,
'i/121'19 <I 0 <1.0 , .•
111,m <1(1 <I.II <'.l,(I
111:'m '" <LO " 1117.00 <1.0 <1.0 '' ,-"" <1.0 ,.,
WW <'" <1.0 <l.O
J/17,lll <I U <1.0 " 7111,lll <l U "" 1115.02 <'" <1.0 !.(,
7f.l(MJ2 I <I u <I II " 1121w:i. <l u • <1 0 -<1.0 •
Rern<Ja1u,u l'«to,n,.....,., ~,..,,.i.,J ljW
NA• N<>I Anal)·uJ Ill.• l>JllllO<I llll'•...,__
Moeon ~ ~
MW-19 l.10<% <1.0 2IOE n
(DI.) l.111<% <I.II 24ll <HI
"""' <l.O ,, " (DI.) """ <1.0 " ' 7/11196 <'.J_(I <1,0 " "-<1.0 " "" u,m <H <25 250
Sh1.J<J7 <'" '·' " M,m <'.1.0 " " 11112197 <,0 " " US/98 "'" "'" " ,,~. <1.0 '" " ~--<5.ll '" "' ll/J/98 <,0 " " ""'"' <?.O <2.CI " s11.1m ""' <SU "'" """ <S.o "'" ~
"""' <5.0 <S.11 " 2/17A)(I <>o <S 11 ,,
""'" <'.20 J.O '" !VJ~)(! <l ll ,, " IIIM'.11 <'" r.r, "" 7111.UI NOT ~AM!'U])
1111,,\Jl NOf SMIPIJ])
7/J!W2 NOT ~Alill'I.J-l)
1n11AJ1 Nor SAMP'.LFl)
Remediation Performana: Swxlard ' rn,
NA • N<>1 Analy,ed Dl1'-..,.....,
'--
---
Tabl .. S
Groundwatrr Quality Summary
Maron/ Dorl.try Silr
Richmond Councy, North Carolina
----
M<l?,)kticclllonJ< T<tta<~ 1,1,1-Tnc~ Tr,,;~ Vm)·lchlonJo Bewcne Tolucoo
<I.I!
<I.()
<1.0
<I.O
<1.0
"" <,0
<1.0
"" <I 0
<1.0
<Io
<1.0
<I.()
<I,()
<].(I
<].()
<l.(I
<,0
<1,(1
•'.LO
<,0
<1.!I
<1.0 ~
AA
'"' " " " 120
120
" " " w n ,,, ,.
" "' " " " "' " '" IJUETO
DUE TO
l>UETO
fll/ElO
'"
(,) (u,) (u,) (u.) (u.) (u,)(u)
<HI
<2ll
"" <VI
<2U
<2,0
<'.l,O
<2,0
<2,0
<211
<20
<2.0
<2.11
<2.0
<2 ll
<HI
<l.O
<2 II
<2,0
<2,0
<2()
<20 •
" <2(1 ~" ~,
"" = = <,0 ~" <,0
<'" <l.O
<,0
<,0
"" <10
<,0
<,0
"" <'"
<4.11
<,0
DRY
DRY
"" p,v
<I 0
<L.O
<LO
<1.0
<1.0
<I.O
<1.0
<1.0
<I.II
<1.0
<1.0
<1.0
<1.0
<I.O
<1.0
<1.0
<I.()
<1.0
<1.0
<1.0
<LO
<1.0
<!.O
<1,0 -
..
<1.0 u
<1.0
'" " n
"" " " ,.,
" " '" "' " ,,
<5.0
<>"
'" "" 12 0
cm,mmoNs
CONl)r!10NS
cost1mm-1s
CONL>mON.~
<1,U
<I.O
<l 0
'' <1,0
<I.Cl
<1.0
<l.O
<I.II
<1.0
<1.0
<l.ll
<1.0
<I.Cl
<1.0
<1.0
<1.(1
<1.0
<1.0
<1.0
<1.U
<].()
<l.O •
u
<l,() ,.,
<Ul
" " " "' " "' ,.
'' " " ,.,
" " ,,
" ';
12.0 no
,oo
<l.O <I U <l.O
S 1 <1.0 <1.0 <LO
S.8 <1.0 <I.Cl <1.0
H) <1.0 <IO <l.O
K4 <l.O <1.0 <1.0
K <1.0 <Ill <1.0
29 <1.0 <1.0 <1.0
f, 4 <1.0 <1.0 <1.0
SY <1.0 <Io <1.0
4.l <1.0 <1.0 <1.0
29 <1.0 <1.0 <1.0
26 <1.0 <I U <1.0
19 <1.0 <1.0 <1.0
.1,1 <1.0 <IO <1.0
1.6 <1.0 <1.0 <1.0
2.5 <1.0 <IO <1.0
11 <1.0 <IO <1.0
l.6 <1.0 <1.0 <J.O
1.5 <1.0 <1.0 <1.0
1.2 <Io <IO <l.O
l.6 <1.0 <l.O <l.O
l.4 <1.0 <1 o <1.0
1.9 <J.O <lo <lo
<1.0• ! <l.O. <Io • <1.0 •
,., 910E ,, <1.0
<l.O ,~ <I.II <1.0
" ,oo, <'" <l.O
'" " <I.Cl <1.0
H " ' <'.1.0
" <,0 <,0 <'"
" <H <H <H
H "'" "'" "'" "' " <1.0 <1.0
" "'" <'" <S.O ,. "'" "'" "'" " u <1.0 <'.1.0
" '" "'" "'" " "'" <5.0 <5.0
'" "" <l.(J <'.2.0
(,.0 "'" <5.0 "'" <S.O "'" <5.0 <5.0
<,0 ,, " <5 n <5.0
"'" "'" "'" "'" ,, <2.0 <2.0 <2.0
'' <'.2.0 <20 <2.0 ,., "'" "'" "'"
111111
I
------
WcU """ N'"""°
M-COtlS.."""'i\n,a
MW-11 2/Hl'Jf,
"""' J/',0/W.,
11/t,IW,
214197
S/!V\11 ~m
11/IJl'/7
21SN•
Slf>i'!X
mN<
1!/4i';S
2/l[IJ')'J
:1112/'J'J
N)ffl
1112199
2/17,0(1 ,mm
moo
1111,(11
7111.(11
1115,Ul
7/JMl2
lf.!W.l•
R..,,.,J,auon l'm<>rman« S~.b,d
NA• Nol An,,1)7-<d
M.coo Soon<, Arco
MW-19 VO/%
'"" lJlJl'K,
""" (UL) -71:\IM
111f../9f,
215197
5112197 -,
I IIIY:17
lJ5198
5K,l'JS
)(f)f')S
ll/319~ u,=
SIIJl'i'!
""" "-2117.W
""'" !VJ~I()
l/llWI
7/IIA:II
111Ml2
7/:IMll
112!1/0J
Reme<lil1><><1 Performao<c SwiJard
NA; Not Analyzed
--
T.,.._I X•kn<• -(~~, ( ~) /nc/l,)
<HJ ·'" .,.
<J.O <W .,.
<HJ <)0 "" <HJ <Ill <'"
<JO .,. <,0
<J.O <,0 <,0
<J.O .,. " <.1,0 <1(1 1/,f,
<J() <IU <W
«o <)O <,0
"" "" <W
<)0 <,0 <,0
<:J,O <10 <W
<lU <W <W
"'" .,. " .,. .,. <W
<.10 <,0 " <J 0 <10 " <J,O <,0 " <J,O <10 " -<J.O <,0 <)O
<J,O <10 " <)" <I() " <J.O • <10 • ll •
,oo
<J.O H•n2 210
<l.O <W <W
<).O <111 " <J.O <'" <)0
<J.O <)0 " <J.O <)00 240
"'' <250 "" <)) .,., "" <3.0 <)0 n
<)) <W Sl.2
<15 ""' " <J.O <,0 " <)5 .,,, " <)) ""' <,0
~o <W " <)) .,,, " .,, "'' ,w .,, <W <M .,, <W 120 ~· <20 = "'" .,., HOO
"' .,., <=
Hm '"
--
Tabk5 (Continurd)
Gnmnd .. atu Qualil) Summar)
Macon/Docktry Silt
-
Richmond C t N rth C ouny,,o aroma --lkr)l!iu ~ N,;:1-cl v .... dium ' ., (uoll,) ( ".) (U"~.)
,w .,,, " 40 ""' " <5.0 ,, 40 ...
uo <50 H 4)) . .,
'" <S IJ "' 4)) .,,
" .,, " 40 ""' ~ '"" " 40 ""' ?20 <S.O "" 40 .,,
l?O <HJ lH, <!II <SO
~ scHl " 4" """ " <5() " = ""' "" '"" " 40 .,,,
))0 .,,, " ~· .,,,
"" ·'" " <411 <SIi
~ <$,() '" 40 """ ,ID <5,0 ,., 40 ""' "" .,. N, <)0 ""' 120 <:\() " <40 "'' "" .,,, " "" "'' JW <)O " <)0 ""' JOO '"" ,. 40 ""' ''" '"" .. <)0 ""' '"" " 6W <40 ))0
"" .,,, . 110 "" • OO, <SO. I '"' <)0' ""''
"'
))0 .,,, J\o(~) " .,.,
"" <5.(1 <5(1 «" .,.,
"" <511 .11(XI ·" . .,
<W "'" <.'l.ll 40 ""' ''" .,, 2\ol~· " <W
''" .,, ""' '"' <,0
))0 <5 II 211m " . .,
• <50 2(,IXI 40 ""' uo <>o "" 40 ""' '" .,, 2(,IXI ~, •»
00 <>o 22(!0 «" .,., ,, <SU l!IW 40 .,.,
<lO .," HUI " ""' "" "'" noo <W <W
"" <5.0 "" 40 <W
"' <SO 141)(1 40 <,0
JOO <>O l!l(~I " " 2.10 "" 17(JO )W ..
'"' <5.0 ))00 n ""' "" <5.0 IWCI '"' "' _1(,1) <.'l.O 2l!IO 2711 160
no <5,0 JITT< 2(,() DO
NO, SAMPIHl nus
Nm SAMPIH) DUS
NO, SAMPLED DUE
N<TT SAMPLED DUE
"' ,oo "'
-- -- - --
,_ ~.~ ·~ -~ Cyoni<k Sw:pcnd<d SoLiJ.
( ·.) I '.) ' ') ' -, ' ·,
'" ~-'" " "' "" ,00
J) <O.:W •. , "' <W ,
" 41.10 <J.O "' "' n
<20 4J . .10 <3.0 "' "' ' "' <0.30 "" "' "' " co <lJ.JO <J.O "' "' '"" " <ll..10 D "' "' "' 20.7 ., « NS "' ))O
<20 <U,_ln " "' NA M
<JO <ll.lO <) "' NA '" <)0 <0.'.10 " NA NA , .
" <O.JO <J.O NA NA " " <O,JO <JU NA "' <S.O
" <0.'.10 <].0 " NA <'!.0
M <()_lO , .• NA NA "" ,. <l)_lO <l.O NA NA J~
<W <lJ.30 <J,O NA NA .11,
"' <0.30 <J,O NA NA "' '" <O.JO ,.o NA NA no
" <lUO " NA NA ''" )0 <O.JO J.l NA NA <M
))O <IJ.JO 20.U NA "' HOO
n <O.JO 15.0 NA "' «m
" ' <O.JO, <J.O. NA NA ""
" '' "'
<20 <O.Jo "'0 0.51 <'" " <20 <0.Jll <.1.0 <ll.20 <10 <5,()
<20 <0 . .10 <].0 on <10 " <W ~-m "'" <IUO <W <S.O
<20 <0 .. 10 "'" <020 " " <20 <0 . .10 "'" <0.20 "' " " <0 . .10 <.1.0 <0.20 "' " <20 <0.30 <3.0 (!.12 "' " <W <IJ.30 <J.O <IJ.20 NA n
26.2 <l.O <J.O ~.ro NA "" <)0 <0.30 <J,O <IUO NA " <W <O.JO <J.O <1),20 NA " " <ti.JO <J.O ~'" NA " " """ "'" <020 NA ' " <0 .. 10 <3.0 <020 NA " <W 0 .. 10 <J.O <1)20 NA "' m <0.JCI •• 0.32 NA J9(1
n ~'" , .• 025 NA ,,.
<W ~'" <3.0 <0,20 NA "" " <0.30 <3.0 ~-'" "' "" .. 0.85 " 11!11 NA 1.100
'" 0~ ,., O.l> NA ))00
m ~y ONDffiON..,
m D,V ONDffiONS
'° o,v ON)")ffiONS
n, D'Y ONilffiONI
" ''
-- --
Upper Mleull
MW•21
-
2/l4N6 =•· ,_
lln/%
l/41'J7
SlllH7 M~,
lllllN7 ,,~.
Sl'm8 -· 1 l/llil8
2/11199
Sll2N9
K/(,l'J')
II/VJ')
2/17AXI --1/l~ilJI
711111:11
ll!SN2 ,_,
l/2WJ•
Ranedui,~>n Pnformanc< Stan.Jard
-
<HI
<I 0
<I 0
''" "' <'.].()
<1.0
<lo
<t ()
<!.O
''" <! 0
<LU
<Ill
<I.II
<I.II
<l.ll
<I.U
<I.Cl
<1.0
<I.II
<1.0
<I 0
<1.0 •
NA -N<>t An.ol)ud l)L ~ D,luti,m
Upf"'rMo<<>n
MW2' UIYX. "'~ "'~ 7fJO/%
111<.-x,
U41'!1
51121')7 _,
11111m
v,m
515f)8
KK.-Js
1114198
Uto•'l'I
5113199 -111:\/99
2117.W
5/!IIIWI
="' 1/IMll
7111.01
IIIW2
711002
1121!/lll,
RcmoJialM,n l'erforrnanoc: Stan<brd
<Io
<I.O
<1.0
<I 0
<'.IO
<'.Ill
<'.!(I
<'.LO
<I.Cl
<l.O
<LO
<I.O
''" ,, "
<,0
<1.0
<,0
<'.1.0
<Ill
<,0
<'.I_O
<'.1.0
<1.0
<1.0
<I 0
NA -Nol Anolyud UL -1:,,1111-
-
" '' <1.0
'' ,.
l..l ,., ,,
<I.O
" <1.0
<I.O u
<1.0
<I U
u
" " ''
'' I.I.
-
,, "
<I (I
''" <'.].()
<'.].()
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--
Tablt 5
Groundwatrr Qualify Summary
Macon/ Dorkrry Sitr
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Tabk5
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Richmond Count}, :-,;or1h Carolina
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l.ncalion
SVfc Inlet Line 615/1')'9(,
I 7/\/1996
u r DocLer.-Air Stael 2/16/1996
4/J/1996
6/5/l996
7/1/19%
8/1/1996
11/8119%
2/5/1997
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2/6/1998
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2/11/1999
5/IJ/1999
8/5/J999
11 /)/] 999
I 5/912000
813/1000
J/18/2001
7/1 !/2001
1/16/2002
I 7/31/2002
]nB/2003
Lower Dock Air Stack 413/1996
8/1/1996
I 11/8/19%
5/12/1997
I 1/13/1997
2/6/1998
5n/1998
Sn/1998 I 11/411998
2/11/1999
5/13/1999
8/5/1999
11/3/1999
I 519(1000
8/311000
1/00/01
4/24/2001
7/111100!
I 7/31/2002
1118'2003
M3con Source Air St3ck 2/16/1996
4/3/1996
I 5/3/1996
6/S/1996
7/1/1996
8/1/1996
I !/8/1996
2/5/1997 I 5/12/1997
8nl\997
11/13/1997
2/6/1998
Sn/1998
I 8n/1998
I 1/4/1998
2/11/1999
5/13/1999
8/5/1999
I I 1/3/1999
2/17/2000
5/8/2000
812/2000
1/18/2001
7/11/2001 I 1/16/2002
7/31/2002
1/28/2003
I
Tahir<, (l'a~c 2 of J)
Air Q1111lily Summary
l\1"con/l>ockery Silt'
H.khmond Counh', Norlh ('urolin11
Chloroform I ,l-Dfrh loro<'I h<'n,.
m.,/mJ ffip/n,J
j) <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <IO
<10 <10
<10 <10
<2.0 <20
<2.0 <2.0
<2 0 <20
<2.0 <2.0
<2.0 <2.0
<20 <2.0
<2 0 <2.0
<2.0 <2 0
<20 <2.0
<20 <2.0
<1.0 <1.0
<1.0 <1.0
<IO <l.O
<1.0 <l.O
<1,0 <1,0
<1.0 <1.0
NOT SAMPLED
<10 <IO
<IO <10
<10 . <10
<10 <IO
<2.0 <2.0
<2.0 <2.0
<20 <2.0
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
NOT SAMPLED
<1.0 I <1.0
NOT SAMPLED
NOT SAMPLED
NOT SAMPLED
<10 <10
<10 <10
<10 <10 so <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<20 <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
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<LO <1,0
<1.0 <I.O
<LO <LO
<1,0 <LO
<LO <l.O
NOT SAMPLl!D
Trfrhlorof'lhf'nr ToJ11,.nr
m.,/mJ m.,/n,J
<10 <IO
<10 ...:10
<IO <IO
<10 <10
<10 <10
<10 <10
<IO <10
<IO <IO
<10 <IO
<10 <10
<2 0 <20
<2.0 <2.0
<2.0 <2.0
<2.0 <20
<2.0 <2.0
<2.0 ,~O
<2.0 <20
<2.0 <2 0
<20 <2.0
<2.0 <20
<1.0 <1.0
<l.O <l.0
<l.O <l.0
<i.O <1.0
<LO <1.0
<1.0 <].0
SYSTEM DOWN
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<2.0 <20
<2.0 <2 0
<2.0 <2.0
<20 <2.0
<2.0 <2.0
<2.0 <2 0
<2.0 <2.0
<2.0 <20
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
SYSTEM DOWN
I <1.0 I <1.0
SYSTEM DOWN
SYSTEM DOWN
SYSTEM DQ\.VN
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<10 <IO
<2.0 <20
<2.0 <2.0
<2.0 <20
<2.0 <20
<2.0 <2.0
<2.0 <2.0
<2.0 <20
<2.0 <20
<2.0 <2.0
<2.0 <2.0
<2.0 <20
<J,0 <1.0
<LO <1.0
<1.0 <J.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
SYSTEM DOWN
D D I m ·1 .S11mpll' l>atr I Loc~tion U/L Macon Air St3ck 2/!6/1996 5/.1/1996 6/5/1996 7/1/1996 I 8/1/1996 l 1/8/1996 2/511997 5/!2/!997 Sn/1997 I 11/13/1997 2/6/1998 5n/l998 Sn/1998 11/4/1998 Ul 1/1999 I 5/13/1999 8/5/1999 l l/J/1999 2/17/2000 5/8/2000 I 812/2000 1/00/00 41.!4/2001 7/11/2001 l/16/2002 I 7/31/2002 1/lS/2003• Pco Line 2/16/1996 4/3/1996 I 51311996 6/5/1996 7/1/1996 8/1/1996 11/8/!996 2/5/1997 I 5/12/1997 Sn/1997 11/13/1997 2/6/1998 Sn/1998 I Sn/1998 11/4/!998 2/11/1999 5/13/1999 H/5/1999 I 11/3/1999 2/17/2000 5/8/2000 H/3/2000 1/18/2001 7/11/2001 I J/16/2002 7/31/2002 1/28/2003 • I I I Table 6 (Pa~e 3 of 3) Air Quality Summary l\lacon/Dockef)' Silc . ··-····-·· ---····· ··-···· ~----...... Chlornform 1,l-llichloro.-thl'nt molrnJ mo!mJ <10 <10 <10 <10 <10 <10 850 <10 <10 <10 <10 <10 <10 <10 <10 <10 <20 <2 0 <2.0 <2 0 <2.0 <20 <2 0 <2.0 <2.0 <2.0 NS NS <2.0 <l.O <2 0 <2 0 <2.0 <2 0 <2 0 <2.0 <2 0 <2.0 <l.O <LO <1,0 <1.0 ... Not Samnled <1.0 <1.0 <1.0 <1,0 <1.0 <1.0 NOT SAMPLED <1,0 • <].O I <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <2.0 <2.0 <2.0 <2.0 <20 <2.0 <2.0 <20 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <20 <20 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <1,0 <1.0 Trichloro.-thtnl' Tnlul'nt molmJ m~lmJ <10 <10 <10 <10 <10 <10 29 <10 <10 <10 <10 <10 <10 <10 <10 <10 <2.0 <2.0 <2.0 <20 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 NS NS <2.0 <2.0 <2.0 <20 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <LO <1.0 <1.0 <!.0 Svstem Down••• <LO <1.0 <1.0 <1,0 <1 0 <1.0 SYSTEM OOWN <].0 I I.) <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <20 <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 <1.0 ••Not anal"z.ed Tedlar b~<> deflated durino samnle shi mrnt•• <1.0 <1.0 <1.0 <1,0 <LO <1.0 <LO <1,0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <LO <1,0 ' <1.0 <LO <1.0 • II
Table 7
Groundwater Level Data
n Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun·e}·ed Depth lo Corrected
Number Casing Groundwater Groundwater
D
Elevation (ft) (ft) Elevation (ft)
U1111er
Docker:,·
MW 15• 2/12/96 257.10 36.47 220.63
2/\4/96 36.96 220.14
2/15/96 37.43 219.67
2/23/96 38.80 218.30
2/28/96 37.07 220.03
I 512196 38.08 219.02
6/5/96 37.04 220.06
7/J/96 38.76 218.34
I 7/31/96 40.25 216.85
11/8/96 38.56 218.54
2/5/97 37.45 219.65
5/12/97 37.07 220.03
I 8/5/97 38.66 218.44
11/12/97 42.23 214.87
2/4/98 33.45 223.65
5/5/98 33.55 223.55
I 8/5/98 40.74 216.36
11/3/98 44.12 212.98
2/10/99 43.16 213.94
5/12/99 44.94 212.16
I 8/5/99 45.57 211.53
11/2/99 46.12 2 I0.98
2/16/00 40.91 216.19
I
5/8/00 40.78 216.32
8/3/00 42.85 214.25
1/18/0 I 43.28 213.82
7/11/01 43.1 I 213.99
I 1/16/02 46.56 210.54
7/31/02 44,86 212.24
1/28/03 38, I 8 218.92
I MW 15A 2/12/96 257.29 34.77 222.52
5/2/96 36.02 221.27
6/5/96 35.96 221.33
7/1/96 36,89 220.40
I 7/31/96 38.20 219.09
11/8/96 36,16 221.13
2/5/97 35.53 221.76
5/12/97 35.33 221.96
I 8/5/97 36.88 220.41
11/12/97 40,04 217.25
2/4/98 31.91 225.38
I 5/5/98 31.97 225.32
8/5/98 38.55 218.74
11/3/98 41.61 215,68
2/10/99 40.53 216.76
I 5/12/99 42.32 214.97
8/5/99 43.03 214.26
11/2/99 43.15 214.14
2/16/00 38.30 218.99
I 5/8/00 38.63 218.66
8/3/00 40.85 216.44
1/18/01 41.05 216.24
I
7/11/01 41.00 216.29
1/16/02 44.70 212.59
7/30/02 43.22 214,07
1/28/03 36.19 221.10
I
D
Table 7
Groundwater Le,·el Data
R Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Dc11th to Corrected
D (\'umber Casing Groundwater Groundwater
Elevation (ft) (fl} Elevation (ft}
MWl8 2/12/96 242.54 30.99 211.55
2/14/96 32.80 209,74
I 2/15/96 33.62 208.92
5/2/96 34.40 208.14
6/5/96 32.30 210.24
7/1/96 34.02 208.52
I 7/31/96 36.50 206.04
11/8/96 37.96 204.58
2/5/97 35.13 207.41
I 5/12/97 34.03 208.51
8/5/97 33.90 208.64
l!/12/97 37.84 204.70
2/4/98 30.26 212.28
I 5/5/98 36.90 205.64
8/5/98 42.56 199.98
11/3/98 46.49 196.05
2/10/99 45.18 197,36
I 5/12/99 46.27 196,27
8/5/99 43.52 199.02
11/2/99 45.67 196.87
2/16/00 37.65 204.89
I 518100 37.72 204.82
8/3/00 40.21 202,33
1/18/01 37.26 205.28
I 7/11/01 39.40 203.14
1/16/02 40.73 201.81
7/30/02 38.68 203.86
1/28/03 32.55 209.99
I MW20 2/12/96 265.15 24.34 240.81
2/14/96 25.34 239.81
2/15/96 25.65 239.50
I 5/2/96 22.47 242.68
6/5/96 27.25 237.90
711196 27.80 237.35
7131196 28.78 236.37
I 11/8/96 20.12 245.03
2/5/97 25.96 239. 19
5/12/97 24.95 240.20
8/5/97 24.15 241.00 I I 1/12/97 26.35 238.80
2/4/98 16.95 248.20
5/5/98 19.32 245.83
I 8/5/98 27.79 237.36
I 1/3/98 26.43 238.72
2/10/99 23.68 241.47
5/12/99 27.23 237.92
I 8/5/99 28.00 237. 15
11/2/99 23.68 241.47
2/16/00 20.17 244.98
518100 24.32 240.83
I 8/3/00 28.40 236.75
1/18/01 30.29 234.86
7/11/01 28.46 236.69
I 1/16/02 33.49 231.66
7/30/02 33.04 232.11
1/28/03 23.53 241.62
I
D
Table 7
D Grountlwnter I.eve\ Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun-·eyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elerntion (ft)
\.IW 25• 2/12/96 227.33 26.90 200.43
I 2/14/96 26.79 200.54
2/15/96 26.83 200.50
2/23/96 27.80 199.53
2/28/96 26.09 201.24
I 5/2196 25.43 201.90
615196 25.55 201.78
7/1/96 26.26 201.07
I 7/31/96 27.38 199.95
11/8/96 26.29 201.04
2/5/97 25.27 202.06
5/13/97 23.77 203.56
I 8/5/97 26.30 201.03
11/12/97 25.52 201.81
2/4198 25.46 201.87
5/5/98 21.28 206.05
I 8/5/98 28.37 198.96
11/3/98 28.80 198.53
2/10/99 28.82 198.51
5/12/99 28.24 199.09
I 815199 30.77 196.56
11/2/99 32.24 195.09
2/16/00 29.93 197.40
I 5/8/00 27.62 199,71
8/3/00 31.85 195.48
1/18/01 32.02 195,31
7/11/01 NM
I 1/16/02 34.24 193.09
7/31/02 33.60 193.73
1/28/03 28.90 198.43
I UD-1 6/5/96 251.50 81.78 169,72
7/1/96 43,30 208.20
7/31/96 83,70 167.80
I 1/8/96 79.02 172.48
I 2/5/97 81.92 169.58
5/13/97 82.36 169.14
8/5/97 38.02 213.48
11/12/97 41.01 210.49
I 2/4/98 33.76 217.74
5/5/98 35.31 216.19
8/5/98 78.03 173.47
I 11/3/98 74.20 177.30
2/10/99 74.22 177.28
5/12/99 52.29 199.21
8/5/99 75.77 175.73
I 11/2/99 73.43 178.07
2/16/00 41.18 210.32
5/8/00 72.93 178.57
8/3/00 76.60 174.90
I 1/18/01 78.24 173.26
7/11/01 43.02 208.48
1/16/02 76.13 175.37
I 7/30/02 44.08 207.42
1/28/03 37.99 213.51
I
D
I
Table 7
I Groundwater Le,'el Data
Macon/Dockery Site
Richmond County, North Carolina
Well l>ate Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (fl)
UD-2 6/5/96 251.42 38.27 213. I 5
7/1/96 38.91 212.51
I 7/31/96 41.15 2 I0.27
I 1/8196 4!.06 210.36
2/5/97 75.03 176.39
I 5/13/97 78,95 172.47
8/5/97 39.13 212.29
11/12/97 42.18 209.24
2/4/98 35.42 216.00
I 5/5/98 37.41 214.01
8/5/98 43.50 207.92
11/3/98 78.08 173.34
2/10/99 77.48 173.94
I 5/12/99 76.76 174.66
8/5/99 75.60 175.82
11/2/99 75.57 175.85
2/16/00 42.33 209.09
I 5/8/00 78.49 172.93
8/3/00 68.05 183,37
1/18/0\ 74.64 176.78
I 7/1 I/OJ 68.91 182.51
1/16/02 NM
7/30/02 45.13 206.29
1/28/03 38.90 212.52
I UD-3 6/5/96 249.66 86.42 163.24
7/1/96 44.52 205.14
7/31/96 86.69 162.97
I 11/8/96 65.81 183.85
215197 40.12 209,54
5113197 38.95 210.71
815/97 39. 16 210.50
I 11/12/97 42.42 207.24
214/98 35.32 214.34
515198 84.67 164.99
I 815/98 83.50 166.16
11/3/98 78.82 170.84
21\0199 88.09 161.57
5/12/99 73.42 176.24
I 8/5/99 72.37 177.29
11/2/99 79.06 170.60
2/16/00 42.50 207.16
518100 68.86 180.80
I 8/3/00 75.15 174.51
1/18/01 68.59 181.07
7/11/01 85.70 163.96
1/16/02 76.01 173,65
I 7/30/02 84.95 164.71
Jn8/03 38.49 211.17
I
I
n
D
Table 7
D Groundwater Level Data
~tacon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Ground,~cafer Groundwater
Elevation (ft) (ft) Elc,·ation (ft)
UD-4 6/5/96 239.07 92.60 146.47
7/1/96 35.82 203.25
I 7/31/96 92.37 146.70
11/8/96 83.45 155.62
2/5/97 93.40 145,67
I 5/13/97 94.10 144.97
8/5/97 30.77 208.30
11/12/97 34.04 205.03
2/4/98 26.70 212.37
I 5/5/98 88.35 150.72
8/5/98 39.07 200.00
11/3/98 62.72 176.35
2/10/99 64.14 174.93
I 5/12/99 87.15 151.92
8/5/99 78.81 160.26
11/2/99 77.21 161.86
2/16/00 33,86 205.21 I 5/8/00 85.88 153, 19
8/3/00 88.62 150.45
1/18/0\ 34.04 205.03
I 7/11/01 36.41 202.66
1/16/02 71.33 167.74
7/30/02 54.50 184.57
1/28/03 29.87 209.20
I UD-5 6/5196 239.02 28.01 211.01
7/1/96 32.35 206.67
7/31/96 35.00 204.02
I 11/8/96 34.81 204.21
2/5/97 32.15 206.87
5/13/97 30.59 208.43
8/5/97 30.20 208.82
I 11/12/97 33.83 205. 19
2/4198 26.12 212.90
5/5/98 70.09 168.93
I 8/5/98 77.23 161.79
11/3198 81.40 157.62
2/10/99 45.97 193.05
5/12/99 61.76 177.26
I 8/5/99 40.68 198.34
11/2/99 42.35 196.67
2/16/00 33.28 205.74
5/8/00 35.83 203.19
I 8/3/00 34.63 204.39
1/18/01 33.55 205.47
7/11/01 36.42 202.60
1/16/02 36.30 202.72
I 7/30/02 35.43 203.59
1/28/03 28.76 210.26
I
I
D
D
Table 7
I Groundwater Lc,·el Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elen1tion (rt)
UD-6 6/5/96 240.91 29.60 211.31
7/1/96 34.20 206.71
I 7/31/96 32.79 208.12
11/8/96 58.25 182.66
2/5/97 56.03 ]84.88
I 5/13/97 30.04 210,87
8/5/97 31.05 209.86
11/12/97 34.55 206.36
2/4/98 26.56 214.35
I 5/5/98 57.83 183.08
8/5/98 64.94 175.97
11/3/98 69.51 171.40
2/10/99 68.86 172.05
I 5/12/99 70.25 170,66
8/5/99 68.63 172.28
11/2/99 72.92 167,99
2/16/00 33.52 207.39
I 5/8/00 63.83 177.08
8/3/00 34.90 206.01
1/18/0 I 34.21 206.70
I 7111/01 DRY DRY
1/16/02 37.95 202.96
7/30/02 35.95 204,96
\/28/03 29.59 211.32
I UD-7 615/96 255.56 33.67 221.89
7/1/96 26.35 229.21
7/31/96 24.78 230.78
I 11/8196 16.21 239.35
215197 80.73 174.83
5/13/97 60.14 195.42
8/5/97 19.81 235.75
I 11/12/97 22.68 232.88
2/4/98 11.64 243.92
5/5/98 26.06 229.50
I 8/5/98 77.38 178.18
11/3/98 DRY DRY
2/10/99 80.83 174.73
5/12/99 80.04 175.52
I 8/5/99 24.23 231.33
11/2/99 20.10 235.46
2/16/00 16.43 239. 13
5/8100 19.71 235.85
I 8/3/00 26.46 229.10
1/18/01 74.37 181.19
7/11/01 25.40 230.16
1/16/02 30.73 224.83 I 7/30/02 29.70 225.86
1/28/03 19.51 236.05
I
I
D
I Table 7
Groundwater Level Data
Macon/Dockery Site
Richmontl County, North Carolina
I Well Date Sun·eyctl Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elc,·ation (ft)
UD-8 6/5/96 259.43 34.43 225.00
7/1/96 40.21 219.22
7/31/96 37.50 221.93
11/8/96 34.24 225.19
I 5/13/97 33.61 225.82
815197 35.27 224.16
11/12/97 39.24 220.19
2/4/98 29.12 230.31
I 5/5/98 30.46 228.97
8/5/98 39.37 220.06
11/3/98 62.26 197.17
2/10/99 67.61 I 91.82
I 5/12/99 73.95 185.48
8/5/99 42.15 217.28
11/2/99 41.58 217.85
I 2/16/00 35.51 223.92
5/8100 37.34 222.09
8/3/00 40.00 219.43
1/18/01 40.87 218.56
I 7/11/01 40.72 218.71
1/16/02 44.89 214,54
7/30/02 43.17 216.26
1/28/03 34.85 224.58
I Lower
Dockery
MWl6 2/14/96 159.97 31.40 128,57
I 2/15/96 31.72 128,25
2/23/96 32.87 127.10
5/2/96 32.70 127.27
I 6/5/96 31.79 128.18
7/1/96 31.89 128,08
7/31/96 33.48 126.49
11/8/96 33.45 126.52
I 2/5/97 30.13 129.84
5/13/97 33.01 126.96
8/5/97 33.74 126.23
11/12/97 33.23 126.74
I 2/4/98 29.63 130.34
5/5/98 32.22 127.75
8/5/98 33.88 126.09
11/3/98 33.43 126.54
I 2/10/99 32.76 127.21
5/12/99 33.35 126.62
8/5/99 34.12 125.85
I 11/2/99 34.56 125.41
2/16/00 30.21 129.76
5/8/00 NIA NIA
8/3/00 NIA NIA
I ----
1/18/01 Not Measured• Obstruction
7/11/01 32.62 127.35
1/16/02 33.08 126.89
7/31/02 34.26 125.71
I 1/28/03 31.06 128.91
I
D
D Table 7
Groundwnter Lenl Datll
l\tacon/Dockery Site
Richmond County, North Carolina
I Well Date Sun·eyed Depth to Corrected
Number Casing Groundwater Groumlwatcr
Ele\·ation (ft) (ft) Elevation (ft)
MW24* 2/14/96 132.99 5.75 127.24
2/15/96 5,95 127.04
2/23/96 6.90 126.09
2/28/96 6.15 126.84
I 5/2/96 6.56 126.43
6/5/96 6.35 126.64
7/1/96 6.75 126.24
8/1/96 6.91 126.08
I 11/8/96 7.06 125.93
2/5/97 5.44 127.55
5113197 6.65 126.34
8/5/97 7.61 125.38
I 11/12/97 6.86 126.13
2/4/98 4,98 128.01
515198 6.37 126.62
I 8/5/98 7.76 125.23
11/3/98 7.35 125.64
2/10/99 6.59 126.40
5112199 7.50 125.49
I 8/5/99 8.31 124.68
11/2/99 8.12 124.87
2/16/00 5.01 127.98
5/8/00 7.47 125.52
I 8/3/00 9.15 123.84
1/18/0 I 6.03 126.96
7/11/01 7.36 125.63
1/16/02 7.01 125.98
I 7/31/02 8.28 124.71
)/28/03 6.00 126.99
I LD· I 615/96 161.14 32.71 128.43
7/1/96 33.52 127.62
7/31/96 46.27 114.87
11/8/96 56.64 104.50
I 2/5197 31.13 130.01
5/13/97 56.46 104.68
8/5/97 56.45 104.69
11/12/97 56.47 104.67
I 2/4/98 30.48 130.66
5/5/98 55.3 105.84
8/5/98 56.45 104.69
11/3/98 56.42 104.72
I 2/l0/99 56.40 104.74
5112199 56.40 104.74
8/5/99 56.43 104.71
I
11/2/99 56.43 104.71
2/16/00 31.32 129.82
5/8/00 56.38 104.76
8/3/00 NIA NIA
I 1/18/01 32.59 128.55
7111/01 34.95 126.19
1/16/02 34.00 127.14
7/30/02 35.12 126.02
I 1/28/03 32.09 129.05
I
D
I
Table7
Groundwater Level Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed De11th to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
LD,2 6/5/96 154.80 26,93 127.87
7/1/96 26.98 127.82
I 7/31/96 35.50 119,30
11/8/96 55.39 99.41
2/5/97 25.28 129.52
I 5/13/97 54.45 100.35
8/5/97 55.49 99,31
I 1/12/97 55.48 99.32
2/4/98 25.12 129.68
I 5/5/98 55.02 99,78
8/5/98 55.45 99.35
11/3/98 55.43 99.37
2/10/99 55.40 99.40
I 5/12/99 55.39 99.41
8/5/99 55.43 99.37
11/2/99 55.40 99.40
2/16/00 25.42 129.38 I 5/8/00 57.96 96.84
8/3/00 NIA NIA
1/18/0] 26.66 128.14
I 7/11/01 28.13 126.67
1/16/02 28.26 126.54
7/30/02 29.32 125.48
1/28/03 26.25 128.55
I LO.J 6/5/96 150.02 22.64 127.38
7/1/96 22.70 127.32
7131196 27.75 122.27
I 1118/96 35.18 114.84
2/5/97 20.97 129.05
5/13/97 34.81 115.21
8/5/97 36.92 113.10
I 11/12/97 44.76 105.26
2/4/98 20.64 129.38
5/5/98 37.44 112.58
I 8/5/98 39.58 110.44
11/3/98 38.87 111.15
2/10/99 40.25 109.77
S/12/99 42.65 107.37
I 8/5/99 43.35 106.67
11/2/99 50.98 99.04
2/16/00 20.93 129.09
5/8/00 50.64 99.38
I 8/3/00 51.00 99.02
1/18/01 22.37 127.65
7/11/01 23.56 126.46
1/16/02 23.85 126.17
I 7/30/02 24.55 125.47
1/28/03 22.05 127.97
I
I
I
I
Table 7
I Groundwater Lenl Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun·e,-·ed Depth to Corrected
I Number Casing Groundwater Groundwater
Elerntion (ft) (ft\ EICl'lllion (ft\
LD•4 6/5/96 148. 16 20.67 127.49
7/1/96 20.83 127.33 I 7/31/96 24.50 123,66
11/8/96 29.59 118.57
2/5/97 18.96 129.20
I 5/13/97 29.08 119.08
8/5/97 30.04 I I 8.12
11/12/97 32.79 115.37
2/4/98 18.50 129.66
I 5/5/98 29.36 I 18.80
8/5/98 3 I.I I 117,05
11/3/98 30.63 117.53
2/10/99 31.09 117.07
I 5/12/99 31.92 116.24
8/5/99 32.77 115.39
11/2/99 36.77 111.39
2/16/00 19.37 128.79
I 5/8/00 35.31 112.85
8/3/00 36.74 111.42
!/18/01 20.40 127.76
I 7/11/01 21.93 126.23
1/16/02 21.93 126.23
7/30/02 22.78 125.38
1/28/03 20.07 128.09
I LD-5 6/5/96 !68.03 26.49 141.54
7/1/96 34.66 133.37
7/31/96 45.48 122.55
I 11/8/96 45.86 122.17
2/5/97 25.51 142.52
5/13/97 50.26 117.77
8/5/97 45.75 122.28
I 11/12/97 45.75 122.28
2/4/98 18.73 149.30
5/5/98 45.39 122.64
I 8/5/98 45.76 122.27
11/3/98 45.78 122.25
2/10/99 45.78 122.25
5/12/99 45.74 122.29
I 8/5/99 45.75 122.28
11/2/99 45.74 122.29
2/16/00 25.06 142.97
5/8/00 45.42 122.61
D 8/3/00 45.77 122.26
1/18/01 29.85 138.18
7/11/01 26.65 141.38
1/16/02 34.35 133.68 g 7/30/02 29.72 138.31
1/28/03 29.48 138.55
I
I
Table 7
Groundwater Level Dain
I Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun·eyed Depth to Corrected
Number Casing Groundwater Groundwater
I Ele,·ation (ft) (ft) Elevation (ft)
Macon Source Area
MW2 2/12/96 231.39 37.20 194.19
I 4/2/96 38.33 193.06
5/1/96 38.78 192.61
6/5/96 38.96 192.43
7/1196 40.52 190.87
I 8/1/96 43.21 188.18
11/8/96 41.32 190,07
2/4/97 38.83 192.56
5/12/97 34.71 196.68
I 8/5/97 35.36 196.03
I 1/12/97 41.54 189.85
2/4/98 37.43 193.96
5/5/98 32.78 198.61 I 8/6/98 35.93 195.46
I 1/3/98 38.19 193.20
2/10/99 38.80 192.59
I 5/12/99 39.99 191.40
8/5/99 40.49 190.90
11/2/99 42.33 189.06
2/16/00 37.84 193.55
I 5/8100 38.14 193.25
8/3/00 45.80 185.59
1/18/01 41.19 190.20
7/10/01 39,74 191.65
I 1/16/02 43. 16 188.23
7/30/02 43.15 188.24
1/28/03 39.50 191.89
I MW2A 2/12/96 230.83 37.45 193.38
2/14/96 37.56 193.27
2/23/96 39.78 191.05
I 2/28/96 39.00 191.83
5/1/96 38.68 192.15
6/5/96 39.18 191.65
7/1/96 40.37 190.46
I 7/30/96 43.57 187.26
11/8/96 40.91 189.92
2/4/97 38.70 192.13
5/12/97 35.06 195.77
I 8/5/97 35.73 195. 10
11/12/97 41.25 189.58
2/4/98 37.22 193.61
5/5/98 32.66 198.17
I 8/6/98 35.76 195.07
11/3/98 37.90 192.93
2/10/99 38.45 192.38
I 5/12/99 39.71 191.12
8/5/99 40.39 190.44
11/2/99 42.07 188.76
2/16/00 38.05 192.78
I 5/8/00 38.35 192.48
8/3/00 42.39 188.44
1/18/01 41.44 189.39
7/10/01 40.65 190.18
I 1/16/02 43.05 187.78
7/30/02 43.76 187.07
1/28/03 39.80 191.03
I
D
I Table 7
Ground'"·ater Level Data
Maconffiockery Site
Richmond County, North Carolina
I Well Date SurvC}'Cd Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (fl)
MWJ 2/12/96 220.67 26.60 194.07
5/1/96 28.35 192.32
6/5/96 28.16 192.51
7/1/96 29.86 190.81
I 8/1/96 30.01 190.66
11/8/96 28.57 192.10
2/4/97 26.03 194.64
5/12/97 27.50. 193.17
I 8/5/97 26.08 194.59
11/12/97 28.51 192. 16
2/4/98 23.79 196.88
5/5/98 21.44 199.23
I 8/6/98 23.39 197.28
11/3/98 24.26 196.41
2/10/99 42.46 ]78.21
I 5/12/99 25.26 195.41
8/5/99 26.64 194.03
I 1/2/99 28.92 191.75
2/16/00. 27.05 193.62
I 5/8/00 27.58 193.09
8/3/00 29.33 191.34
1/18/01 31.82 188.85
7/11/01 33.10 187.57
I 1/16/02 35,98 184.69
7/30/02 37.30 183.37
1/28/03 33.34 ]87.33
I MWl 2./12/96 234.51 37.62 196.89
4/2/96 37,94 196.57
5/1/96 38.02 196.49
I 6/5/96 38.00 196.51
711/96 39.69 194.82
8/1/96 39.50 195.01
11/8/96 37.17 197.34
I 2/4/97 35.29 199.22
5/12/97 33.60 200.91
8/5/97 36.05 198.46
11/12/97 38.44 196.07
I 2/4/98 32.77 201.74
5/5/98 28.49 206.02
8/6/98 31.72 202.79
11/3/98 33.02 201.49
I 2/10/99 33.61 200.90
5112/99 34.64 199.87
8/5/99 36.71 197.80
I 11/2/99 38.98 195.53
2/16/00 37.11 197.40
5/8/00 38.27 196.24
8/3/00 39.92 194.59
I 1/18/01 43.30 191.21
7/I0/01 44.69 189.82
1/16/02 48.69 185.82
7/30/02 50,85 183.66
I 1/28/03 42.85 191.66
I
I
Table 7
Groundwater Lc,·eJ Data
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Sun,eyed Depth to Corrected
Number Casing Groundwater Groundwater
Ele,·ation (ft) (ft) Elention (ft)
MW6 2/12/96 237. 13 39,79 197.34
4/2196 41.61 195.52
5/1/96 41.90 195.23
6/5/96 39.05 198.08
I 7/1/96 41.72 195.41
7/30/96 44.27 192.86
11/8/96 44.05 193.08
2/4/97 39.08 198.05
I 5/12/97 38.53 198.60
8/5/97 39.86 197.27
11/12/97 43.73 193.40
2/4/98 40.43 196.70
I 5/5198 33.82 203.31
8/6/98 37.85 199.28
11/3/98 37.88 199.25
2/10/99 38.77 198.36
I 5/12/99 42.45 194.68
8/5/99 43.18 193.95
I 1/2/99 42.86 194,27
I
2/16/00 40,74 196.39
5/8/00 40. 13 197.00
8/3/00 43.55 193.58
1/18/01 46.32 190.81
I 7/10/01 43.03 194.10
1/16/02 44.88 192.25
7/30/02 47.30 189.83
1/28/03 42.81 194.32
I MW7 2/12/96 228.41 35.57 192.84
412196 36.23 192.18
5/1196 36.63 191.78
I 6/5/96 37.05 191.36
7/1/96 38.32 190.09
8/1/96 38.26 190.15
11/8/96 38.69 189.72
I 2/4/97 36.60 191.81
5/12/97 33.34 195.07
8/5/97 33.96 194.45
I 11/12/97 39.10 189.3)
2/4/98 34.80 193.61
5/5/98 30.41 198.00
8/6/98 33.66 194.75
I 11/4/98 35.84 192.57
2/10/99 36.31 192.10
5112199 37.67 190,74
8/5/99 38.34 190.07
I 11/2/99 40.04 188.37
2/16/00 36.30 192,11
518100 37.01 191.40
I
8/3/00 46.40 182.01
1/18/01 39.82 188.59
7/10/01 44.33 184.08
1/16/02 40.76 187.65
I 7/30/02 41.55 186.86
1/28/03 38.02 190.39
I
I
Table 7
Groundwater Le,·el Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected . Number Casing Groundwater Groundwater
Elention (ft) (ft) Elerntion (ft)
MW8 2/12/96 234.54 39,98 194.56
4/2/96 40.07 194.47
5/1/96 41.01 193.53
I 6/5/96 41.51 193.03
7/1/96 43.26 191.28
8/1/96 43.88 190,66
2/4/97 42.76 191.78
I 5/12/97 37.15 197.39
8/5197 38.69 195.85
11/12/97 42.24 192.30
2/4198 36.18 198,36
I 5/5198 32.60 201.94
8/6/98 35,02 199,52
11/3/98 36.66 197.88
2/10/99 36,69 197.85
I 5/12/99 37,91 196.63
8/5/99 40.24 194.30
11/2/99 42.64 191.90
I 2/16/00 38.90 195.64
5/8/00 41.58 192.96
8/3/00 44.28 190.26
1/18/01 45.25 189.29
I 7/10/01 44.94 189.60
1/16/02 45.79 188.75
7/30/02 47.15 187.39
1/28/03 43.17 191.37
I MW8A 2/12/96 234.44 44.83 189.61
4/2/96 45.53 188.91
5/1/96 45.81 188.63
I 615196 45.73 188.71
7/1/96 49.12 185.32
8/1/96 46.92 187.52
2/4/97 44.27 190.17
I 5/12/97 44.93 189.51
8/5/97 45.82 188.62
11/12/97 47.68 186.76
I 2/4/98 33.47 200.97
5/5/98 39.18 195.26
815198 43.38 191.06
11/3/98 44.02 190.42
I 2/10/99 42.21 192.23
5/12/99 43.30 191.14
815199 44.93 189.51
11/2/99 47.10 187.34
I 2/16/00 44.11 190.33
5/8/00 48.41 186.03
8/3/00 48.10 186.34
1/18/01 51.71 182.73 I 7/10/01 52.70 181.74
1/16/02 53.33 181.11
7/30/02 56.13 178.31
I 1/28/03 48.96 185.48
I
I Table 7
Groundwater Le,·el Data
I Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun:eyctl Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (rt)
MW9• 2/12/96 254.08 46.60 207.48
2/14/96 46.70 207.38
2/15/96 47.68 206.40
I 2/23/96 44.03 210.05
2/28/96 46.04 208.04
5/1196 43.55 210.53
6/5/96 42.89 211.19
7/1/96 42.84 211.24
7/30/96 42.30 211.78
I J/8/96 40.65 213.43
I 2/4/97 41.68 212.40
5/12/97 41.57 212.51
8/5/97 43,38 210.70
11/12/97 43.24 210.84
I 2/4/98 38.80 215.28
5/5/98 35.43 218,65
8/6/98 39.84 214.24
11/3/98 40.46 213.62
I 2/10/99 40.98 213.10
5/12/99 41.36 212.72
8/5/99 43.25 210.83
11/2/99 43.89 210.19
I 2/16/00 48.36 205.72
5/8/00 42.87 211.21
8/3/00 44.45 209.63
I 1/18/01 46.97 207.11
7/10/01 47.85 206.23
1/16/02 DRY
7/30/02 DRY
I 1/28/03 48.93 205.15
MW 10 2/12/96 265.51 41.03 224.48
2/15/96 40.88 224.63
I 4/2/96 36.98 228.53
5/1/96 35.76 229.75
6/5/96 35.90 229.61
7/1/96 35.96 229.55
I 7/30/96 35.98 229.53
11/8/96 33.31 232.20
2/4/97 34.13 231.38
I 5/12/97 33.64 231.87
8/5/97 36.87 228.64
11/12/97 38.41 227. 10
2/4/98 27.34 238.17
I 5/5/98 26.19 239.32
8/6/98 33.07 232.44
11/3/98 33.78 231.73
2/10/99 33.85 231.66
I 5/12/99 34.86 230.65
8/5/99 38.09 227.42
11/2/99 40.02 225.49
2/16/00 37.17 228.34 I 5/8/00 37.95 227.56
8/3/00 39.65 225.86
1/18/01 44.16 221.35
I 7/10/01 44.57 220.94
1/16/02 48.92 216.59
7/30/02 50.18 2 I 5.33
1/28/03 49.02 216.49
I
I
Table 7
I Groundwater Lenl Data
Macon/Dockery Site
Richmonll County, North Carolina
I
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elerntion (ft)
MW 11• 2/12/96 271.92 30,72 241.20
I 2/23/96 JI.DO 240.92
2/28/96 30.00 241.92
5/1/96 30.31 241.61
6/5/96 J 1.41 240.51
I 7/1/96 32.92 239.00
7/30/96 34.42 237.50
11/8/96 27.60 244.32
2/4/97 27.26 244.66.
I 5/12/97 25,72 246,20
8/5/97 30.63 241.29
11/12/97 34,08 237.84
I
2/4/98 19.95 251.97
5/5/98 20.88 251.04
8/6/98 29.66 242.26
11/3/98 29,72 242.20
I 2/10/99 26.02 245.90
5/12/99 30.16 241.76
8/5/99 35.27 236.65
11/2/99 34.61 237.31
I 2/16/00 27.39 244.53
5/8/00 30.73 241.19
8/3/00 36.60 235.32
1/18/0\ 38.79 233.13
I 7/10/01 36.66 235.26
1/16/02 43.89 228.03
7/30/02 42.63 229.29
1/28/03 30.34 241.58
MWIIA 2/12/96 270.28 30.22 240.06
4/2/96 27.05 243.23
5/1/96 28.05 242.23
615196 30.62 239.66
7/1/96 32.15 238.13
7/30/96 33.11 237.17
m
11/8/96 27.15 243.13
2/4/97 26.94 243.34
5/12/97 25.35 244.93
815197 29.60 240.68
I 11/12/97 33.25 237.03
2/4/98 19.90 250.38
5/5/98 20.35 249.93
8/6/98 29.12 241.16
11/3/98 28.98 241.30
2110199 25.82 244.46
5/12/99 29.68 240.60
8/5/99 34.48 235.80
11/2/99 33.72 236.56
2/16/00 27.30 242.98
518100 30.13 240.15
I 8/3/00 35.15 235. 13
1/18/01 37.88 232.40
7/10/01 36.06 234.22
1/16/02 42.85 227.43
D 7130102 42.75 227.53
1/28/03 30.02 240.26
I
I
I Table 7
Groundwater Le,·el Data
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (rt) Elevation (ft)
I MW 19• 2/12/96 236.89 38.49 198.40
2/14/96 38.82 198,07
2/23/96 40.90 195.99
2/28/96 40.50 196.39
I 5/1/96 38.44 198.45
6/5/96 37.91 198,98
7/1/96 39.23 197.66
7/30/96 39.65 197.24
I 11/8/96 37.10 199.79
2/4/97 35.33 201.56
5/12/97 33.37 203.52
I
8/5/97 36.45 200.44
11/12/97 38.38 198.51
2/4/98 33.02 203,87
5/5/98 27.69 209.20
I 8/6/98 31.30 205,59
11/3/98 32.47 204.42
2/10/99 33.08 203.81
5/12/99 34.26 202.63
I 8/5/99 36.45 200.44
11/2/99 39.06 197.83
2/16/00 37.92 198.97
5/8/00 38.13 198.76
I 8/3/00 39.75 197.14
1/18/01 43.00 193.89
7/10/01 47.18 189.71
1/16/02 DRY
I 7/30/02 DRY
1/28/03 44.55 192.34
I UMS•l 6/5/96 238.96 44.15 194.81
7/1/96 44.70 194.26
7/30/96 58.60 180.36
11/8/96 58.88 180.08
I 2/4/97 39.85 199.11
5/12/97 40.80 198.16
8/5/97 49.19 189.77
11/12/97 54.30 184.66
I 2/4/98 40.65 198.31
5/5/98 43.38 195.58
8/6/98 50.18 188.78
11/3/98 38.80 200.16
I 2/10/99 39.54 199.42
5/12/99 56.66 182.30
8/5/99 58.78 180.18
I I !/2/99 43.79 195.17
2/16/00 41.71 197.25
5/8/00 40.27 198.69
8/3/00 44.60 194.36
I 1/18/01 56.37 182.59
7/10/01 44.23 194.73
1/16/02 47.90 191.06
7/30/02 48.59 190.37
1/28/03 42.91 196.05
I
I
Table 7
I Groundwater Level Dnta
Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun,eyed Depth to Corrected
I ~umber Casing Ground,-,·ater Groundwater
EIC\'Dtion (ft) (fl) Ele\·ation (ft)
UMS-2 6/5/96 236.31 64,75 171.56
7/1/96 57.60 178.71
I 7/30/96 64,58 171.73
11/8/96 65.40 170.91
2/4/97 62.15 174.16
I 5/12/97 37.95 198.36
8/5/97 38.56 197.75
11/12/97 63.59 172.72
2/4/98 56.75 179.56
I 5/5/98 49.99 186.32
8/6/98 53.66 182.65
11/3/98 57.28 179.03
2/10/99 62.24 174.07
I 5/12/99 64.71 171.60
8/5/99 65.15 171.16
11/2/99 65.07 171.24
2/16/00 41.08 195.23
I 5/8/00 40.72 195.59
8/3/00 64.83 171.48
1/18/01 44.22 192,09
I 7/10/01 43.36 192.95
1/16/02 46.18 190. 13
7/30/02 46.76 189.55
1/28/03 42.80 I 93.51
I UMS-3 6/5/96 235.75 43.46 192.29
7/1/96 72.78 162.97
7/30/96 72.87 162.88
I 11/8/96 73.13 162.62
2/4/97 42.68 193.07
5/12/97 71.80 163.95
8/5/97 72.88 162.87
I 11/12/97 62.98 172.77
2/4198 72.50 163.25
5/5/98 38.95 196.80
I 8/6/98 49.98 185.77
11/3/98 67.65 168.10
2/10/99 39.13 196.62
5/12/99 39.95 195.80
I 8/5/99 42.06 193.69
11/2/99 44.31 191.44
2/16/00 41.75 194.00
5/8/00 68.22 167.53
I 8/3/00 46.22 189.53
)/18/0] 71.61 164.14
7/10/01 58.56 I 77.19
1/16/02 69.10 166.65
I 7/30/02 71.73 164.02
1/28/03 47.02 188.73
I
I
I
I
Table 7
I Groundwater Level Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth lo Corrected I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft) UMS-4 6/5/96 236.53 75.66 160,87
I 7/1/96 76.58 159,95
7130/96 76.98 159.55
11/8/96 76.44 160.09
2/4/97 36.60 199.93 I 5/12/97 33.55 202.98 8/5/97 77.68 158.85 11/12/97 38.40 198,13 214/98 77.88 158.65 I 5/5/98 58.44 178.09 8/6/98 78.04 158.49
11/3/98 78.05 158.48 2/10/99 78.Q4 158.49 I 5/12/99 53.82 182.71 8/5/99 36.70 199.83
11/2/99 49.62 186.91
I 2/16/00 46.4] 190.12 5/8100 39.50 197.03
8/3/00 39.30 197.23 1/18/01 42.02 194.51 I 7/10/0[ 43.34 193.19 1/16/02 46.19 190.34
7/30/02 48.00 188.53
1/28/03 45,38 191.15 I UMS-5 6/5/96 257.62 82.55 175.07 7/1/96 81.00 176.62 7/30/96 82.87 174.75 I 11/8/96 79.92 177.70
2/4/97 82.95 174.67
5/12/97 41.49 216.13 8/5/97 82.62 175.00 I I 1/12/97 81.89 175.73 2/4/98 81.93 175.69 5/5/98 39.22 218.40 I 8/6/98 57.57 200.05
11/3/98 76.82 180.80
2/10/99 80.76 176.86 5/12/99 82.12 175.50 I 8/5/99 83.24 174.38 11/2/99 82.85 174.77 2/ 16/00 82.45 175.17 5/8/00 81.19 176.43 I 8/3/00 83.55 174.07
1/18/01 77.49 180.13 7/10/01 66.30 191.32
1/16/02 79.00 178.62 I 7/30/02 76.65 180.97
1/28/03 50.29 207.33
I
I
I Table 7
Groundwater Le,·cl Data
I ;\lacon/Dockery Site
Richmond County, North Carolina
Well Date Sun·eyed Depth to Corrected
Number Cuing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (ft)
Upper
Macon
I MW21"' 2/14/96 155.52 14.52 141.00
2/23/96 15,60 139.92
2/28/96 14.65 140.87
5/2/96 14.38 141.14
I 6/5/96 15.47 140.05
7/30/96 7.02 148.50
1117196 14.62 140.90
2/4/97 14.48 141.04
I 5/12/97 14.44 141.08
8/5/97 15.25 140.27
I 1/12/97 15.79 139.73
2/4/98 13.98 141.54 I 5/5/98 12.27 143.25
8/6/98 14.33 141.19
11/3/98 14.80 140.72
I 2/10/99 13.74 141.78
5/12/99 14.44 141.08
8/5/99 16.71 138.81
11/2/99 15.85 139.67
I 2116100 14.25 141.27
5/8/00 15, 14 140.38
8/3/00 17.85 137.67
1/18/01 17.75 137.77
I .., 7/10/01 17.86 137.66
1/16/02 19.95 135.57
7/31/02 19.20 136.32
1/28/03 15.18 140.34
I MW23• 2/14/96 155.54 4.45 151.09
2/23/96 5.73 149.81
I 2/28/96 4.07 151.47
5/3/96 5.19 150.35
6/5/96 5.59 149.95
7/1/96 7.56 147.98
I 7/30/96 7.72 147.82
11/6/96 6. 19 149.35
2/4/97 4.99 150.55
5/12/97 5.88 149.66
I 8/5/97 5.32 150.22
11/12/97 6.47 149.07
2/4/98 3.67 15 J.87
5/5/98 4.11 151.43
I 8/6/98 6.45 149.09
11/3/98 6.47 149.07
2/10/99 6.55 148.99
I 5/12/99 7.06 148.48
8/5/99 8.46 147.08
11/2/99 8.98 146.56
2/16/00 6. 13 149.41
I 5/8/00 6.78 148.76
8/3/00 9.03 146.51
1/18/01 24.62 130.92
7/10/01 8.77 146.77
I 1/16/02 10.47 145.07
7/30/02 10.15 145.39
1/28/03 4.77 150.77
I
I
I
Table 7
I Groundwater l.cvcl Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun,eyed Depth to Corrected
I Number Casing Groundwater Groundwater
Ele,·ation (£1) (ft) Ele,·ation (ft)
UM-1 6/5/96 183,68 37.01 146.67
7/1/96 36.47 147,21
I 7/30/96 41.10 142.58
11/8/96 39.44 144.24
2/4/97 39.36 144.32
I 5/12/97 40.46 143.22
8/5/97 42.03 141.65
11/12/97 30.86 152.82
2/4/98 45.99 137.69
I 5/5/98 44.93 138,75
8/6/98 46.32 137.36
I J/3/98 36.00 147.68
2/10/99 46.23 137.45
I 5/12/99 46.16 137.52
8/5/99 47.19 136.49
I 1/2/99 48.01 135.67
2/16/00 37.34 146,34
I 5/8/00 40.45 143.23
8/3/00 Dry Dry
1/18/01 31.40 152.28
I 7/10/01 45,00 138.68
1/16/02 35.87 147.81
7130102 34.75 148.93
1/28/03 47.88 135,80
I UM-2 6/5/96 194.13 43.02 151.11
7/1/96 47.95 146. 18
7/30/96 47.33 146.80
I 11/8/96 45.41 148.72
2/4/97 45.51 148.62
5/12/97 46.24 147.89
8/5/97 45.72 148.41
I 11/12/97 40.01 154.12
2/4/98 49.57 144.56
5/5/98 48.14 145.99
I 8/6/98 50.59 143.54
11/3/98 39.20 154.93
2/10/99 48.11 146.02
5/12/99 51.91 142.22
I 8/5/99 52.68 141.45
11/2199 55.91 138.22
2/16/00 44.84 149.29
5/8/00 46.30 147.83
I 8/3/00 30.10 164.03
1/18/01 40.50 153.63
7/I0/01 51.53 142.60
1/16/02 46.02 148.11
I 7/30/02 44.46 149.67
1/28/03 60.01 134.12
I
I
I
I
Table 7
I Groundwater Level Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Sun·eyed Depth to Corrected
I Number Casing Groundwater Groundwater
[le,·ation (fl) (ft) Ele\'ntion (rt)
UM-3 6/5/96 I 80.35 32.17 148.18
7/1/96 32.18 148.17 I 7/30/96 32.36 147.99
I 1/8/96 32.3 I 148.04
2/4/97 32.27 148.08
I 5/12/97 32.25 148.10
8/5/97 32.27 148.08
11/12/97 19.81 160.54
2/4/98 72.50 !07,85
I 5/5/98 32.24 148.11
8/6/98 32.25 148.10
11/3/98 19.69 160.66
2/10/99 32.21 148.14
I 5/12/99 32.21 148.14
8/5/99 32.24 148.11
11/2/99 32.24 148.11
2/16/00 32.22 148.13
I 5/8/00 32.05 148.30
8/3/00 32.09 148.26
1/18/01 18.39 161.96
I 7/10/01 32.33 148.02
1/16/02 22.75 157.60
7/30/02 21.16 159. I 9
1/28/03 33.77 146.58
I UM-4 6/5/96 171.91 21.85 150.06
7/1/96 2LI0 150.81
7/30/96 27.55 144.36
I 11/8/96 24.52 147.39
2/4/97 25.62 146,29
5/12/97 31.98 139.93
8/5/97 30.54 141.37
I 11/12/97 9.4 I 162.50
2/4/98 38. 19 133.72
5/5/98 45.78 126.13
I 8/6/98 41.81 130.10
11/3/98 9.30 162.61
2/10/99 47.70 124.21
5/12/99 49.25 122.66
I 8/5/99 40.13 131.78
11/2/99 42.80 129.11
2/16/00 13.00 158.91
5/8/00 18.23 153.68
I 8/3/00 29.10 142.81
1/18/01 8.18 163.73
7/10/01 22.53 149.38
1/16/02 12.40 159.51
I 7/30/02 I 1.08 160.83
1/28/03 6.99 164.92
I
I
I
I
Table 7
I Ground¥1ater LeHI Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surve}·cd Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (fl) (ft) Elevation (ft)
UM-5 6/5/96 168.32 11.77 156.55
I
7/1/96 12.13 156.19
7/30/96 16.92 151.40
11/8/96 13.85 154.47
2/4/97 14.92 153.40
I 5/12/97 16.15 152.17
8/5/97 13.65 154.67
I 1/12/97 6.09 162.23
2/4/98 14.03 154.29
I 5/5/98 17.38 150.94
8/6/98 17.57 150.75
11/3/98 6.09 162.23
2/10/99 16.71 151.61
I 5/12/99 19.45 148.87
8/5/99 19.21 149,11
11/2/99 26.98 141.34
2/16/00 7.51 160.81 I 5/8100 11.03 157.29
8/3/00 20.30 148.02
1/18/0] 4.74 163.58
I 7/10/01 16.72 151.60
1/16/02 9.18 159.14
7/30/02 7.44 160.88
1/28/03 3.45 164.87
I UM-6 6/5/96 173.05 11.72 161.33
7/1/96 13.23 159.82
7130196 17.58 155.47
I 11/8/96 14.40 158.65
214197 14.79 158.26
5/12/97 15.26 157.79
8/5/97 14.45 158.60 I I 1/12/97 9.84 163.21
2/4/98 10.51 162.54
5/5198 11.30 161.75
I 8/6198 16.40 156.65
1113198 9.64 163.41
2/10/99 16.32 156.73
5/12/99 18.90 154.15
I 8/5/99 18.90 154. 15
11/2/99 21.22 151.83
2/16/00 10.08 162.97
5/8100 13.17 159.88
I 8/3/00 20.90 152.15
1/18/01 8.62 164.43
7/10/01 18.75 154.30
1/16/02 12.65 160.40
I 7/30/02 11.14 161.91
1128103 7.59 165.46
I
I
I
I Table 7
Groundwater Level Data
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (fl)
I UM-7 6/5/96 187.29 54.45 132.84
7/1/96 54.58 132.71
7/30/96 54.59 132.70
11/8/96 55.00 132.29
I 2/4/97 54.73 132.56
5/12/97 55.34 131.95
8/5/97 54.78 132.51
11/12/97 19.96 167.33
I 2/4/98 54.75 132.54
5/5198 54.73 132.56
8/6/98 54.98 132.31
11/3/98 22.57 164.72 I 2/10/99 54.72 132.57
5112199 54.53 132.76
8/5/99 54.79 132.50
I 11/2/99 54.75 132.54
2/16/00 48.91 138.38
5/8/00 19.30 167.99
8/3/00 54.57 132.72
I 1/18/0] 19.32 167.97
7/10/01 54.87 132.42
1/16/02 21.79 165,50
7/30/02 21.02 166.27
I 1/28/03 17.76 169,53
Lower
Macon
I MW4 2/14/96 184.21 40.79 143.42
4/2/96 46.08 138.13
5/2/96 45.72 138.49
I
6/5/96 43.29 140.92
711196 42.09 142,12
7/30/96 45.71 138.50
11/8/96 46.35 137.86
I 2/4/97 40.86 143.35
5/12/97 44.15 140.06
8/5/97 44.08 140.13
11/12/97 41.79 142.42
I 2/4/98 42.77 141.44
515198 40.60 143.61
8/6/98 41.77 142.44
11/3/98 40.12 144.09
I 2/10/99 43.22 140.99
5/12/99 43.16 141.05
8/5/99 26.48 157.73
I 11/2/99 42.56 141.65
2/16/00 39.70 144.51
518100 40.35 143.86
8/3/00 4 1.15 143.06
I 1/18/01 42.24 141.97
7/10/01 43.17 141.04
1/16/02 45.26 138.95
7/30/02 44.73 139.48
I 1/28/03 34.52 149.69
I
I
Table 7
I Groundwater tevel Data
;\1acon/Dockery Site
Richmond County, North Carolina
Well Date Sun-·eyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (rt) Elevation (ft)
MWl2 2/14/96 171.98 24.87 147.11
4/2/96 26.18 145.80
I 5/2/96 26.09 145.89
6/5/96 25.97 146.01
7/J/96 27.37 144.61
7/30/96 27.55 144.43
I 11/8/96 26.24 145.74
2/4/97 24.38 147.60
5/12/97 25.27 146.71
I 8/5/97 25.66 146.32
11/12/97 25.74 146.24
2/4/98 22.58 149.40
5/5/98 23.02 148.96
I 8/6/98 24.35 147.63
I 1/3198 24.30 147,68
2/10/99 24.12 147.86
5/12/99 24.87 147.11
I 8/5/99 26.48 145.50
11/2/99 23.31 148.67
2/16/00 22.54 149.44
5/8/00 23.38 148.60
I 8/3/00 25.05 146.93
1/18/0] 27.96 144.02
7/10/01 26.3 I 145.67
I 1/16/02 30.82 141.16
7/30/02 30.26 141.72
1/28/03 25.04 146.94
I MW 13• 2/14/96 188.67 49.22 139.45
2/23/96 50.20 138.47
2/28/96 49.25 139.42
4/2/96 50.85 137.82
I 5/2/96 51.38 137.29
6/5/96 49.88 138.79
7/1/96 50.55 138.12
7130196 51.59 137.08
I 1118196 52.15 136.52
2/4/97 49.40 139.27
5/12/97 49.42 139.25
I 8/5197 49.32 139.35
11/11/97 50.29 138.38
2/4/98 48.25 140.42
5/5/98 42.56 146.11
I 8/6/98 45.70 142.97
11/3/98 47.33 141.34
2/10/99 49.14 139.53
5/12/99 49.1 I 139.56
I 8/5/99 50.19 138.48
11/2/99 49.41 139.26
2/16/00 48.23 140.44
5/8/00 48.05 140.62
I 8/3/00 50.40 138.27
1/18/01 50.52 138.15
7/10/01 DRY DRY
I 1/16/02 DRY
7/30/02 53.10 135.57
1/28/03 48.61 140.06
I
I
I Table 7
Groundwater Lc,·el Data
Macon/Dockery Site
Richmond County, North Carolina
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (fl) (ft) [lc,·ation (ft)
MW 14 2/14/96 177.34 34.24 143.10
I 4/2/96 dry dry
5/2196 dry dry
6/5/96 35.19 142.15
I
7/1196 dry dry
7/30/96 dry d,y
11/8/96 dry dry
2/4/97 34.63 142.71
I 5/12/97 d,y d,y
8/5/97 dry dry
11/11197 dry dry
2/4/98 34.09 143.25
I 515198 33,80 143.54
8/6/98 35.22 142.12
11/3/98 34.76 142.58
2/10/99 dry dry
I 5/12/99 dry d,y
8/5/99 dry dry
11/2/99 33.50 143.84
I 2/16/00 32.32 145.02
5/8/00 32. 18 145. 16
8/3/00 41.70 135.64
1/18/01 dry dry
I 7/10/01 35.27 142.07
1/16/02 DRY
7/30/02 35.65 141.69
1/28/03 34.16 143.18
I MW 14R 2/14/96 175.95 34.50 141.45
412196 38.8 I 137.14
5/2/96 39.27 136.68
I 615196 38.85 137.10
7/1/96 37.98 137,97
7/30/96 40,03 135.92
11/8/96 40.39 135.56 I 2/4/97 35.60 .140.35
5/12/97 38.74 137.21
8/5/97 37.61 138.34
I 11/11/97 37.09 138.86
2/4/98 35.81 140.14
5/5/98 35.65 140.30
8/6/98 37.32 138.63
I 11/3/98 36.18 139.77
2/10/99 37.37 138.58
5/12/99 37.50 138.45
8/5/99 37.67 138.28
I 11/2/99 34.22 141.73
2/16/00 32.68 143.27
5/8100 32. 18 143.77
I
8/3/00 Dry Dry
1/18/01 36.75 139.20
7/10/01 35.80 140.15
1/16/02 39.44 136.5 I
I 7/30/02 38.74 137.21
1/28/03 34.48 141.47
I
I
I Table 7
Groundwater Level D11111
Macon/Dockery Site
I Richmond County, North Carolina
Well Date Sun-·eyed Depth to Corrected
Number Casing Groundwater Groundwater
Ele,·ntion (ft) (ft) Ele,·ation (ft)
I MW22"' 2/14/96 128.25 5.73 122.52
2/23/96 6.76 121.49
2/28/96 5.59 122.66
5/2/96 6.87 121.38
I 6/5/96 7.05 121.20
7/1/96 6.78 121.47
7/30/96 2.31 125.94
I 11/8/96 6.96 121.29
2/4/97 6.03 122.22
5/12/97 6.80 121.45
8/5/97 6.56 121.69
I 11/11/97 6.24 122.01
2/4/98 5.64 122.61
5/5/98 5.92 122.33
8/6/98 6.46 121.79
I 11/3/98 6.10 122.15
2/10/99 6.24 122,01
5/12199 6.59 121.66
8/5/99 6.94 121.3 I I 11/2/99 5.98 122.27
2/16/00 5.42 122.83
5/8/00 6.12 122.13
I 8/3/00 7.25 121.00
1/18/01 9.48 118.77
7/10/01 NM
1/16/02 6.80 121.45
I 7/30/02 7.42 120.83
1/28/03 6.97 121.28
LM-1 615196 175.68 69.79 105.89
I 711196 38.61 137.07
7/30/96 69.78 105.90
11/8/96 70.04 105.64
2/4/97 36.12 139.56
I 5/12/97 68.90 106.78
8/5/97 69.94 105.74
11/11/97 38.3 I 137.37
I 2/4/98 69.65 106.03
5/5/98 69.87 105.81
8/6/98 69.86 105.82
11/3/98 37.57 138.11
I 2/10/99 61.89 113.79
5/12/99 57.69 117.99
8/5/99 60.57 115.11
1112199 35.04 140.64
I 2/16/00 33.00 142.68
5/8/00 35.72 139.96
8/3/00 36.30 139.38
1/18/01 37.41 138.27
I 7/10/0 I 37.73 137.95
1/16/02 40.41 135.27
7/30/02 39.40 136.28
I 1/28/03 62.00 113.68
I
I
I
Table 7
I Groundwater Level Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elention (ft) (£t) Elevation (ft)
LM-2 6/5/96 157.20 62.06 95.14
7/1/96 25.08 132.12
I 7/30/96 58.36 98.84
11/8/96 62.16 95.04
2/4/97 25.98 131.22
I 5/12/97 63.50 93.70
8/5/97 56.96 100.24
l \/11/97 26.86 130.34
2/4/98 53.33 103.87
I 5/5/98 43.23 113.97
8/6/98 40.85 116.35
11/3/98 26.30 130,90
2/10/99 37.86 I 19.34
I 5112199 33.61 123.59
8/5/99 30.68 126.52
11/2/99 24.80 132.40
2/16/00 23.85 133.35
I 5/8/00 24.30 132.90
8/3/00 31.00 126.20
1/18/01 26.37 130.83
I 7/10/01 28.78 128.42
1/16/02 28.72 128.48
7/30/02 28.08 129.12
1/28/03 24.99 132.21
I LM-3 615196 157.09 61.16 95.93
7/1/96 27.78 129.31
7/30/96 49.40 107.69
I 11/8/96 67.24 89.85
2/4/97 27.11 129.98
5/12/97 57.52 99.57
8/5/97 42.42 114.67
I 11/11/97 27.78 129.31
2/4/98 43.27 I 13.82
5/5/98 33.48 123.61
I
8/6/98 33.48 123.61
11/3/98 26.75 130.34
2/10/99 34.02 123.07
5/12/99 33.78 123.31
I 8/5/99 34.08 123.01
11/2/99 26.24 130.85
2/16/00 24.50 132.59
5/8/00 25.44 131.65
I 8/3/00 36.07 121.02
1/18/01 26.93 130.16
7/10/01 36.42 120.67
1/16/02 29.00 128.09
I 7/30/02 28.80 128.29
1/28103 25.78 131.31
I
I
I
I
Table 7
I Groundwater l.e,·cl Data
Macon/Dockery Site
Richmond County, North Carolina
Well Date Surveyed Depth to Corrccte·d
I Number CHing Groundwater Groundwater
Elevation (ft) (rt) Elevation (ft)
LM-4 6/5/96 166.84 68.60 98.24
7/!/96 37.72 129.12
I 7/30/96 56.91 109.93
11/8/96 74.86 91.98
2/4/97 36.82 130.02
I 5/12/97 67.80 99.04
8/5/97 55.14 111.70
11/11/97 37.29 129.55
2/4/98 56.01 110.83
I 5/5/98 46.03 120.81
8/6/98 45.00 121.84
11/3/98 36.29 130.55
2/10/99 46.40 120.44
I 5112199 46.35 120.49
8/5/99 47.23 119.61
11/2/99 36.75 130.09
2/16/00 35.35 131.49
I 5/8/00 40.15 126.69
8/3/00 49.50 117.34
1/18/01 37.51 129,33
I 7/10/01 7.20 159,64
1/16/02 39.41 127.43
7/30/02 39,87 126.97
1/28/03 31.25 135.59
I LM-5 6/5/96 186.59 66.50 120.09
7/1/96 43.91 142.68
7/30/96 66.80 I 19.79
I 11/8/96 66.86 119.73
2/4/97 42.85 143.74
5/12/97 66.90 119.69
8/5/97 66.84 119.75
I 11/11/97 43.84 142.75
2/4/98 66.88 119.71
5/5/98 67.99 118.60
I 8/6/98 68.04 118.55
11/3/98 42.10 144.49
2/10/99 68.12 118.47
5/12/99 67.73 118.86
I 8/5/99 68.12 I 18.47
11/2/99 42.45 144.14
2/16/00 41.35 145.24
518100 75.54 II 1.05
I 8/3/00 54.57 132.02
1/18/01 44.20 142.39
7/10/01 45.00 141.59
1/16/02 47.00 139.59
I 7/30/02 46.35 140.24
1/28/03 42.32 144.27
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Sy1tem
Upper Docke,y
12-1-96 to 12-31-96
12-31-96 to 1-27-99
1-27-9910 2-23-99
2-2J.991o 3-30-99
3--J0.99 to 4-29-99
4-29-99 lo 5-27-99
5-27-99 lo 6-24-99
6-24-99 lo 7-29-99
7-29-99 lo 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-SS
10-29-99 to 11-24-99
11-24-99 to 12-30-99
12-30-99 to 1-21-00
1-21-99 to 2-25-00
3-1-00 to J.31-00
3-31-00 to 4-27-00
4-27-00 to 5-~
5-28-00 to 6-30-00
6-30-00 to 7-26-00
7-26-00 to 8-29-00
6-29-00 to 9-25-00
9-25-00 to 10-26-00
10-26-00 10 1-26-01
1-26-01 to 4-20-01
4-20-01 to 7-19-01
7-19-01 lo 10-18-01
11-6-01 to 02-08-02
5-1-02 lo 7-31-02
611/02 to 10131/02
1111/02 to 1131/03
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 4
Average Total
Flow Volume ft1r voe Pounds of voe
Month Period Concentration Removed For Perioc Cumulative VOCs Removed
(gallons) (ug/L) (Pounds) (Pounds)
Mar-96 400,155 196 0.65 0" ,.. ... 286,151 210 0.50 us
May-96 66,826 177 0.10 1.25
Jun-96 97,350 120 0.10 1.35
Jul-96 163,426 108 0.15 1.50 ,.,~ .. 218,330 "' 0 52 2.02
Sep-96 149,420 , .. 0.35 2.37
Oc!-96 140,191 "' 0.33 2.70
Nov-96 438,013 "' 1.07 3.77
D=96 161,903 "' 0.40 4.17
Jan-97 294,071 '" 0.72 09
Feb-97 267,596 131 0.29 5.18
Mar-97 250,068 131 0.27 5.45
Apr-97 276,556 131 0.30 5.75
May-97 289,938 76 0.16 5.93
Jun-97 135,575 76 0.09 6.02
Jul-97 99,696 76 0.00 6.08
Aug-97 70,967 " 0.03 6.11
Sep-97 56,256 " 0.03 6.14
Oct-97 277,505 " 0.12 '28
Nov-97 143,168 106 0.13 639
-97 78,332 106 0.o7 6.46
Jan-98 103,968 106 0 09 6.55
Feb-98 298,588 99.3 0 25 '60
Mar-98 326,525 99.3 0 27 7,07
Apr-98 419,475 99.3 0 35 7.42
May-98 440,446 "' 0 90 "' Jun-98 200,192 244 0.41 8,73
.Jul-98 337,048 , .. 0.69 942
Aug-98 432,719 146.4 0.53 9.95
Sep-98 411,677 146,4 0.50 10.45
Oci-98 439,378 146,4 0.5' 10.99
Nov-96 362,586 161 °'' 11.48
Dec-98 500.450 161 0.67 12.15
Jan-99 552,796 161 0.74 12.69
Feb-99 524,360 95 0.42 13.31
Mar-99 614,841 95 0.49 13.80
Apr-99 571,148 95 0.45 14.25
May-99 524,349 139 4 0.61 14,86
Jun-99 431,742 139.4 0.50 15 36
Jul-99 392,518 139.4 0.46 15.62
Aug-99 190,407 136 0.22 1604
Sep-99 303,910 136 0.35 16.39
Oct-99 364,213 136 0.42 16.61
Nov-99 277,055 161 0.42 17.23
Dec-99 369,943 161 0 59 17.82
Jan-00 236,733 161 0.36 18,18
Fob-110 0 161 0.00 18,18
Mar-00 176,609 "' 0.27 18.45
Ap<-00 164.914 161 0.25 18.70
May-00 419,400 72.9 025 18,95
J,.00 104,658 72,9 0.00 19.01
Jul-00 60,000 72.9 0.05 19.06
A,g-00 133,575 72.0 0.08 19.14
s,p.-00 129,206 72.0 0.08 19.22
Oct-00 148,404 72.0 0.09 19.31
Jan-01 615,761 88,0 0.45 19.76
Apr-01 526,427 88.0 0.39 20.15
Jul-01 560,547 101.9 0.46 20.63
Oci-01 7~.060 101.9 0.67 21.30
Jan-02 529,867 91.0 0.40 21.70
Jul-02 78,922 150.0 0.10 21.12'=-
Od-02 101,740 150.0 0.13 21.85~
Jan-03 53,345.2 150.0 0.07 21,92k,---
Used prev1ou1 1nnuent anaty~cal data to caleulate mass removal esbmates for penods when mnuent unable 10 be sampled
due to system operabonal problems. Table will be upda1ed and induded in addendum repon when fflSulU; are fflteived.
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System
Lower Dockery
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 lo 3-30-99
3-30-99 to 4--29-99
4-29-99 lo 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7.29-.gs to B-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24--99
11-24-99 to 12-30-99
12-30-99 to 1-21-00
1-21-00 to 02-25-00
3-1-00 to 3-31-00
3-31-00 to 4--27-00
4-27-00 to 5-26-00
5-28-00 to 6-30-00
8-30-00 to 7-26-00
7-28-00 to 8-29-00
8-29-00 to 9-25-00
9-25-00 to 10-25-00
10-26-00to 1-25-01
1-25-01 to-4-20-01
4-20-01 to7-19-01
7-19-01 to 10-18-01
11-06-01 to 02-08-02
5-1-02 to 7-31-02
811/02 to 10/31/02
11/1/02 to 1'31/03
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE20F4
Avera~ Total
Flow Volume lo< voe Pouncil ol voe
Month Period COIICllntrabQn Removed For Pen<>< Cumulative VOCs Removed
(gallons) {ug.11.) {Pounds) (Pounds)
Mar-96 328,448 200 0.55 0,55
Apr-96 191,090 150 0.24 0.79
May-96 245,715 "8 0.30 1.09
Jun-96 8,619 152 0.01 1.\0
Jul-96 151,627 152 0,19 1.29
Aug-96 126.232 170 0.18 1.47
Sep-96 63,833 170 0.09 1.56
Oe1-96 460,379 170 065 2.21
Nov-96 163,210 140.8 0.22 2.43
Oec-96 137,594 140.8 0.16 2.59
Jan-97 2136,202 140.8 03' 2.93
Fet>-97 90,912 140.8 0.11 3.0<
Mar-97 277,623 110 0 25 3.29
Apr-97 180,560 110 0,17 3.46
May-97 684,655 116 068 4.12
Jun-97 501,987 116 0.49 4,61
Jul-97 ~1.027 116 0.56 5.17
Au1r97 414,199 " 0" "' Sep-97 461,049 " 03' 5 80
Oe1-97 457,604 " 0.32 6.12
Nov-97 308,483 62 0.16 8.28
Dec-97 272,079 62 0.14 "' Jan-98 766,548 62 0,41 8.83
Feb-98 \23,013 57.9 0.08 8 89
Mar-98 287,027 57.9 0.14 7,03
Apr-98 452,535 57.9 0.22 7.25
May-98 141,936 56.8 0 07 7.32
Jun-98 453.014 56 a 0" 7.53
Jul-98 504,660 56.8 0,. 7.77
Au!J-96 453,131 62.2 0.23 8 00
Sep..98 591,481 62.2 0.31 831
Oct-98 471,729 62.2 0,. 8.55
Nov-98 642,213 52.6 0 28 8.83
Dec-98 415,550 52.6 0,18 9 01
Jan-99 361,051 52.6 016 9.17
Feb-99 522,107 35.2 0.15 9.32
Mar-99 622,194 35.2 0.18 9 50 ,,,,_,, 704,292 35.2 0.21 9.71
May-99 581,688 " 0.23 9"
Jun-99 427,905 47 0,17 10.11
Jul-99 473,998 47 019 10 30
Aug-S9 226,628 36.9 0.07 10.37
Sep..99 459,303 36.9 01, 10 51
Oci-99 591,217 36.9 018 \06S
Nov-99 464,502 " 0.09 10.78
Dec-99 447,951 " 0.08 10 86
Jan-00 503,520 " 0 09 10.95
Feb-00 95,167 " 0.02 10.97
Mar-00 235,556 " 0.04 11.01
A,,-00 212,338 " 0.0< 11.05
May-00 485,78S 30.3 0.12 11.17
Jun-00 382,997 30.3 0.10 11.27
Jul-00 500,849 30.3 0.13 1UO
Au1rOO 284.722 37.5 0.09 11.49
Sep.OD 587,633 37.5 0.18 11.67
OCl-00 512,427 37.5 0.16 11.83
Jan-01 769,926 37.5 0,. 12.07
Apr-01 125,989 37.5 0" 12.11
Jul-01 927,723 37.5 0.29 12.40
Ott-01 162,133 37.5 0,05 12.45
Jan-02 1.705 37.5 0,00 12.45
Jul-02 577,048 37.5 018 12.63
Oci-02 160,412 37.5 0 05 12.68
Jan-03 7,031 37.5 0.00 12 68
Used previous influent anatytical data to calculate mau removal estimates for periods when influent una~e to be sampled
due to system opera1ional problems. Table will be updated and mtludad in addendum repor1 when results are received
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System
Macon Source Area
12-1-98 to 12-31-98
12-31-98 IO 1-27-99
1-27-99 IO 2-23-99
2-23-99 10 3-30-99
3-30-99 to 4-29-99
4--29--99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 lo 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9--27-99
9-27-99 to 10-29--99
10-29-99 lo 11-24-99
11-24-99 lo 12-30-99
12-30-99 to t-21-00
1-21-00 to 2-25-00
3-1-00 to 3-31-00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5-26-00 to 6-30-00
6-30-00 to 7-26-00
7-26-00 to B-29--00
8-29--00 to 9-25-00
9--25-00 to 10-26-00
10-26-00 to 1-26-01
1-26-01104--20-01
4-20-01 to 7-19--01
7-19--01 to Hl-16-01
1 t-06-01 to 02-08-02
5-1-02 to 7-31-02
8/1/02 to 10/31/02
1111/02 to 1/31/03
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
Average TC1tal
Flow Volume for voe Pounds of voe
Month Penod Concentration Removed For Peri0< Cumulativ& voes Removed
(gallons} (ugtl) (Pl>unds) (Pounds}
Mar-96 426,083 55 020 0.20
Ap<-96 364,772 61 0.19 0.39
May-96 257,720 " 009 0.48
Jun-96 114,048 60 0.06 0.54
Jul--96 202,477 43 0.07 0.61
""~" 207.503 61 0.11 0.72
Sep..96 209,649 61 0.11 0.83
Oct-96 101,512 61 0.05 0 8B
Nov-96 116,354 42.6 0.04 0.92
Dec-96 137,045 42.6 0.05 0.97
Jan-97 146,036 42.6 0.05 \.02
Feb-97 215,730 63.9 0.11 1.13
Mar-97 223,222 63.9 0.12 1.25
Apr-97 253,167 63.9 0.13 1.38
May-97 223,177 82 0.15 1.53
Jun-97 234,669 82 0.16 1.69
Jul-97 117,736 82 0.08 1.77
Aug-97 50,248 124.9 0.05 \.82
~P-97 36,264 124.9 0.04 1.06
Oct-97 70,207 124.9 007 1.93
Nov-97 102,326 122.5 0.10 2.03
Dee-97 114.452 122.5 0.12 2.15
Jan-96 178.Ja7 122.5 0.18 2.33
Feb-96 178.387 201.6 0.30 2.63
Mar-96 145,526 201.6 0" 2.87
Apr-98 600.075 201.6 1.01 3.88
May-98 410.905 1396 "' '·" Jun-98 431.360 139.6 0.50 4,88
Jul-98 329.835 1396 0.38 5.24
Aug-98 473.093 "' 0.56 5.80
Sap.98 513,868 "' 0.61 8.41
Oci-98 493,849 "' 0.58 '99
Nov-98 498,670 203 0.84 7,83
Dae-98 371.824 203 0.63 8.46
Jan-99 337.877 203 0.57 9.03
Feb-99 384,124 "' 1.60 10 63
Mar-99 539,925 "' 2.25 12,88
Apr-99 431,729 '99 1,80 14 68
May-99 388,443 «1 1,43 18.11
Jun-99 409,066 «1 1.50 17 6\
Jul-99 502,412 '" 1.85 19 46
Aug-99 228,824 568 1.08 '"' Sep.99 820,215 "' 3.8' 24 42
Oci-99 530,478 568 2.51 26.93
Nov-99 390,353 575 1.87 28 BO
Dae-99 543,545 575 2.61 3\.41
Jan-00 170,316 575 0.82 32.23
Feb-00 357,840 184.5 0.55 32.78
Mar-00 335,782 184.5 0.52 33.30
Apr-OD 331,270 184.5 0.51 33 81
May-00 151,212 15-1 0.19 ,. 00
Jun-00 300.123 15-1 0.39 34.39
Jul-00 231.991 15-1 0.30 3'69
Aug-OD 186,494 503 0.78 35.47
s,p-00 84,780 503 0.36 35.83
Oci-00 \80,071 503 0,76 36.59
Jan-01 526.024 B5 0.37 36.96
Apr-01 261,880 B5 019 37.15
Jul-01 226,260 527 0,99 Ja.14
Oci-01 206.250 527 0.91 39,05
Jan-02 120.992 882 0 69 39.74
Jul-02 166.455 375 0 52 40.26
Od-02 262.38\ 375 0 82 41.08
Jan-03 109,\19 375 0.3' 41.42
Used previous influent analytical data to calculate mass removal es~mates for periods when influent unable to be sampled
due to system operahonal problems. Table 'MIi be updated and included in addendum report when results are received
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System
U/L Macon
12-1-98 lo 12-31-98
12-31-98 lo 1-27-99
1-27-99 lo 2-23-99
2-23-99 to 3-30-99
3-30-99 10 4-29-99
4-29-99 lo 5-27-99
5-27-99 to S-24-99
6-24-99 lo 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 ID 10-29-99
10-29-99 to 11-24-99
11-24-99 lo 12-30-99
12-30-99 to 1-21-00
1-21-00 to 2-25-00
3-1-00 to 3-31-00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5-26-00 to 6-30-00
6-30-00 to 7-26-00
7-26-00 to 8-29-00
S-29-00 to 9-25-00
9-25-00 to 10-26-00
10-28-00 to 1-28-01
1-26-01 to 4-20-01
4-20-01 to 7-19-01
7-19-0110 10-18-01
11-06-01 to 02-08-02
5-1-02 to 7-31-02
8/t/02 to 10/31/02
1111/02 lo 1/31103
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 4 OF 4
Average I otal
Flow Volume for voe Pounds ofVOC
Month Period Concentralion Removed For Perie( Cumulative voes Removed
(gallons) (Ug/L) (Pounds) (Pounds)
Mar-96 375,318 24.0 008 0.08
Ap,-96 709,726 240 0.14 022
May-96 462,220 230 0.09 0,31
Jun-96 48,305 31.0 0.01 0.32
Jul-96 759,920 22.0 0.14 0.'6
Aug-96 638,400 31.0 0.16 062
Sep-96 302,505 31,0 0.08 0,70
Oci-96 640,760 31.0 0.17 0.87
Nov-96 671,155 25.3 0.18 1.05
Dec-96 725,549 25.3 0.15 1.20
Jan-97 596,131 25.3 0.13 1.33
Fel).97 795,239 2-4.4 0.16 1.49
Mar-97 939,710 24.4 0.19 1 68
Apr-97 918,080 2-4.4 0.19 1.87
May-97 999,040 2-t.0 0.20 2.07
Jun-97 605,792 24.0 0.12 2,19
Jul-97 223,859 "0 ow 2.23
Aug-97 911,679 23.0 0.17 2.40
Sep-97 917,631 23.0 0.18 2.58
Oc1-97 821,135 23.0 0.16 2.74
Nov-97 140,796 16.0 002 2.76
Dec-97 844,299 16.0 0.11 2.87
Jan-96 531,692 16.0 0" 2.94
Feb-98 1,051,002 22.9 0 20 3.14
Mu-9a 932,266 22.9 0.16 3.32
Apr-98 662,272 22.9 0.13 345
May-98 876,945 22.3 0.16 361
Jun-98 448.056 22.3 008 389
Jul-98 776,195 22.3 0.14 383
AuQ-98 657,122 22.5 0.16 3.99
Sep-98 621,424 22.5 0.15 4.14
Oct-98 718,543 22.5 0.13 4.27
Nov-98 251,141 16.5 0.03 4.30
D,o.98 713,232 16.5 0.10 4,40
Jan-99 635,206 16.5 0.11 4,51
Feb-99 566,579 20.3 0.10 4,61
Mar-99 1,035,893 20,3 0,18 4.79
Apr-99 894,763 203 0, 15 4,94
May-99 828,049 21.0 0.14 5 08
Jun-99 809,334 21.0 0.14 522
Jul-99 582,110 21.0 0.10 5.32
Aug-99 635,226 17.0 0 09 5.41
Sep-99 768,831 17.0 0.\ 1 5.52
Oci-99 894,735 17.0 0.\3 565
Nov-99 546,405 13.5 0" 5.72
Dec-99 575,397 13.5 006 5.78
Jan-00 261,656 13.5 0.03 5.81
Feb-OD 161,156 7.8 0 01 5.62
Mar-OD 306,952 7.8 0.02 5 ...
Ap,-00 416,369 7.8 0.03 5.67
May-OD \27,597 14.5 0 02 5.89
Jun-OD 607,951 14.6 0.07 5.96
MOO 425,691 14.6 0.05 6.01
Aug.OD 360,931 33.2 0.11 6.12
Sap.OD 919,139 33 2 0.25 6.37
Oci-00 242,990 33.2 0,07 6 «
Jan-01 200,354 33.2 0.06 6.50
Apr-01 145,019 33.2 0.0< 85'
Jul-01 454,181 46.5 0.18 6.72
Ocl-01 1,966.749 46,5 0.76 7.46
Jan-02 7.215,461 •• 0.26 7.74
Jul-02 1,300,736 •• 005 7.79
Ocl-02 572,440 •• 002 7,61
Jan-03 390,406 24.6J.. 0.06 7.69 ,, .•
Used previous influent ana/ytlcal data lo calculate mass removal ashmataa tor periods when influent unable to be sampled
due to system opera1rnnal problems. Table W111 be upda1ed and included in addendum repon when results are received
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APPENDIX A
LABORATORY ANALYTICAL RESULTS
CHAIN-OF-CUSTODY
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Client
Report to:
STL Log#
Client Project #
Project Oescr I pt ion
Report Date
STL Savannah
5102 LaRoche Ave Savannah. Ga 31404
Ms Ji I I Lemacks
App I i ed Earth Sciences
434 Copperfield Blvd. NE Suite B
Concord. NC 28025
S380607
Macon Dockery/190-00001-01 02-13-03
STL Savannah is a part of Severn Trent Services, l.~c.
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Mii;IJ~iffl
1.,117~80 {12/011
STL
STL Savannah • 5 I 02 Lallocl1c Avenue • Savannali, GA 31404 • Tel 912 35,1 1858 • Fax 9 I 2 35 I 36 73 • www.sll-inc.com
DATA FLAG DEFINITIONS
S380607
Matrix spike duplicate and precision (%RPO) were outside of advisory
limits for lead in sample due to matrix interference present in sample
S380607-6 (MW-11).
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lf
Laboratory ID S380607*1
Sample ID UM INF
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Paraneter Metl-od Batch Prep Analysis Analyst Result Qual Lnits DF Rl lllL
Date Date
I Acetone 8021 1B0205 02-05-03 02-05-03 AJ 10 < ug/1 10.0
Benzene 8021 180205 02-05-03 02-05-03 AJ 1.0 < Lll]II 1.0
Toluene 8021 1B0205 02-05-03 02-05-03 AJ 1.0 < ug/1 1.0
Total Xylcncs 8021 1B0205 02-05-03 02-05-03 AJ 3.0 < ug/1 3.0
I Surrogate -
a. a, a-Tri f'ftXJrutoluenc 8021 1B0205 02-05-03 02-05-03 Al 110 ' 011oroform 8021 180205 02-05-03 02-05-03 AJ 1.0 < ug/1 1.0
I 1, 1-Dichloroethane 8021 180205 02-05-03 02-05-03 AJ 1.0 < ug/1 1 .0
1, 1-Dich loroethene 8021 1B0205 02-05-03 02-05-03 AJ 19 ug/1 1.0
1, 2-Dich loroethene (tota I) 8021 1B0205 02-05-03 02-05-03 Al 1.2 ug/1 1.0
~thylene chloride
I (Dich lorcxrethanc) 8021 180205 02-05-03 02-05-03 AJ 2.0 < ug/1 2.0
1, 1, 1-Trichloroethane 8021 100205 02-05-03 02-05-03 AJ 1.8 ug/1 1.0
Tri ch 1 oroethene 8021 180205 02-05-03 02-05-03 AJ 1.0 < ug/1 1.0
I Tetrach I oroethene 8021 180205 02-05-03 02-05-03 Al 2.8 ug/1 1.0
Vinyl chloride 8021 180205 02-05-03 02-05-03 AJ 1.0 < ug/1 1 .o
Surrogate -
Bromxh I orr:rmthane 8021 180205 02-05-03 02-05-03 Al 92 • I B.3riun 6010 02031 02-03-03 02-04-03 BCB 50 < ug/1 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 8C8 5.0 < ug/1 5.0
Olraniun 6010 02031 02-03-03 02-04-03 BCB 10 < ug/1 10.0
I Mangarese 6010 02031 02-03-03 02-04-03 8C8 19 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-0_3 BCB 40 < ug/1 40.0
lead 7421 0204G 02-04-03 02-12-03 tM) 3.0 < ug/1 3.0
I
Vanadiun 6010 02031 02-03-03 02-04-03 8C8 50 < ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 8C8 20 < ug/1 20.0
Cadniun 7131 0204G 02-04-03 02-12-03 tM) 0.30 < ug/1 0.30
Mtirrony 7041 02031 02-03-03 02-12-03 tM) 10 < ug/1 10.0
I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 "' 58 mg/I 5.00
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I ,S,E,V ER N,,
I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*2
Sample ID MW-25
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Paranw?ter Method Batch Prep Analysis Analyst Result Qual lkiits Of RL
Date Date
I Acetone 8021 100203 02-03-03 02-03-03 AJ 10 ' ug/1 10.0
Bcnzerc 8021 1B0203 02-03-03 02-03-03 AJ 1 0 ' ug/1 1.0
Toluene 8021 100203 02-03-03 02-03-03 AJ 1.0 ' ug/1 1 0
I
Total Xylenes 8021 180203 02-03-03 02-03-03 AJ 3.0 ' ug/1 3.0
Surrogate -
a, a, a-Tr if'lwroto/ut..,Y'/C 8021 1R0203 02-03-03 02-03-03 AJ 90 %
Chloroform 8021 100203 02-03-03 02-03-03 AJ 1 .o ' ug/1 1.0
I 1,1-Dichloroethane 8021 180203 02-03-03 02-03-03 AJ 1 .o ' ug/1 1.0
1 , 1-0 i ch I oroethene 8021 180203 02-03-03 02-03-03 AJ ,. 1 ug/1 .0
1,2-0ichloroethene (total) 8021 1B0203 02-03-03 02-03-03 AJ 1 .0 ' ug/1 .o
f.lethy I ene ch I or i de
I (Di ch I orarethane) 8021 1B0203 02-03-03 02-03-03 AJ 2.0 ' ug/1 2.0
1, 1. 1-Tri ch loroethanc 8021 1B0203 02-03-03 02-03-03 AJ .0 ' ug/1 1.0
Trichloroethcne 8021 1B0203 02-03-03 02-03-03 AJ 1 .0 ' ug/1 1.0
I Tetrach loroethcne 8021 180203 02-03-03 02-03-03 AJ 1 .0 ' ug/1 1 .0
Vinyl chloride 0021 180203 02-03-03 02-03-03 AJ 1 .o ' ug/1 1 .0
Surrogate -
I
BronlXhlorcmJthane B021 180203 02-03-03 02-03-03 AJ 86 %
Baril.II 6010 02031 02-03-03 02-04-03 BC8 120 ug/1 so.a
Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5.0 ' ug/1 5.0
Olraniun 6010 02031 02-03-03 02-04-03 BCB 10 ' ug/1 10.0
I Mangarese 6010 02031 02-03-03 02-04-03 BC8 13 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' ug/1 40.0
Lead 7421 0204(; 02-04-03 02-12-03 -3.0 ' ug/1 3.0
I Vanadiun 6010 02031 02-03-03 02-04-03 BCB so ' ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 BCB 20 ' ug/1 20.0
cactniun 7131 0204G 02-04-03 02-12-03 -0.30 ' ug/1 0.30
Antirra,y 7041 02031 02-03-03 02-12-03 -10 ' ug/1 10.0
I Suspcrded So I ids 160.2 0203A 02-03-03 02-03-03 f,[J 5.0 ' ,g/1 5.00
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I ~SE,V.ERN,
I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-□19
Laboratory ID S380607*3
Sample ID MW-24
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Paraneter Method Batch Prep Analysis Analyst Result Qual lnits DF RL
Date Date
I Acetaie 8021 1B0203 02-03-03 02-03-03 AJ 10 < ug/1 10.0
Benzene 8021 180203 02-03-03 02-03-03 AJ 1.0 < ug/1 1 .o
Toluene 8021 1B0203 02-03-03 02-03-03 AJ 1 .0 < ug/1 1 .0
I
Total Xylcncs 8021 180203 02-03-03 02-03-03 AJ 3.0 < ug/1 3.0
Surrogate -
a. 8, a-Triri1XJrotoluene 8021 1B0203 02-03-03 02-03-03 AJ 93 ' Olloroform 8021 1B0203 02-03-03 02-03-03 AJ 1.0 < ug/1 1 .o
I 1, 1-Dichloroethane 8021 1B0203 02-03-03 02-03-03 AJ 10 ug/I 1 .0
1 , 1-0 i ch I oroethene 8021 1B0203 02-03-03 02-03-03 AJ 1 .8 ug/I 1 .0
1,2-Dichloroethene (total) 8021 180203 02-03-03 02-03-03 AJ 1 .o < ug/1 1 .0
Methylene chloride
I (Di ch lorarethane) 8021 180203 02-03-03 02-03-03 AJ 2.0 < ug/1 2.0
1, 1. 1-Tri ch I oroethane 8021 1B0203 02-03-03 02-03-03 AJ .o < ug/I .0
Trichloroethene 8021 180203 02-03-03 02-03-03 AJ 1.0 < ug/1 .0
I Tetrachloroethene 8021 180203 02-03-03 02-03-03 AJ 1.0 < ug/I .o
Vinyl chloride 8021 180203 02-03-03 02-03-03 AJ 1 .o < ug/1 .0
Surrogate -
I
Bronoch I orarcthane 8021 180203 02-03-03 02-03-03 AJ 100 • Barit.n 6010 02031 02-03-03 02-04-03 OC8 63 ug/I 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 OC8 5.0 < ug/1 5.0
Chrcrniun 6010 02031 02-03-03 02-04-03 OC8 10 < ug/1 10.0
I Manganese 6010 02031 02-03-03 02-04-03 OC8 960 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BC8 40 < ug/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 MO 3.0 < ug/1 3.0
I
Vanadiun 6010 02031 02-03-03 02-04-03 BC8 50 < ug/1 50.0
Zirc 6010 02031 02-03-03 02-04-03 BC8 20 < ug/1 20.0
CaOTliun 7131 0204G 02-04-03 02-12-03 ...., 0.30 < ug/1 0.30
MtillOly 7041 02031 02-03-03 02-12-03 ...., 10 < ug/1 10.0
I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 NJ 8,0 mg/I 5.00
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,SEVE,RN·i
I
I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID SJ80607*8
Sample ID MW-2A
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Pararreter Method Batch Prep Analysis Analyst Result Qual lhits Df RL
Date Date
I Acetone 8021 1!30204 02-04-03 02-04-03 Iv 100 ' ug/1 10 100
Bcnzem 8021 1B0204 02-04-03 02-04-03 Iv 10 ' ug/1 10 10.0
Toluene B021 180204 02-04-03 02-04-03 Iv 10 ' ug/1 10 10.0
Total Xylcnes B021 1B0204 02-04-03 02-04-03 Iv 30 ' ug/1 10 30.0
I Surrogate -
a. a. a-Tr if"/1.KJrotolut,Y'le 8021 780204 02-04-03 02-04-03 AJ 00 % 70
Chlorofonn 8021 1B0204 02-04-03 02-04-03 Iv 10 ' ug/1 10 10.0
I 1, 1-Dichloroothane B021 1B0204 02-04-03 02-04-03 Iv 10 ' ug/1 10 10.0
1 • 1 -Di ch I oroethene 8021 1B0204 02-04-03 02-04-03 AJ 330 ug/1 10 10.0
1, 2-0ichloroetmne (tota I) 8021 1B0204 02-04-03 02-04-03 AJ 10 ' ug/1 10 10.0
t.'cthylcne chloride
I (D ich lorcncthane) 8021 1B0204 02-04-03 02-04-03 AJ 20 ' L\JII 10 20.0
1, 1, 1-Trichloroethane 8021 1B0204 02-04-03 02-04-03 AJ 24 ug/1 10 10.0
Trichloroethene 8021 1B0204 02-04-03 02-04-03 AJ 10 ' ug/1 10 10.0
I Tetrachloroethene 8021 1B0204 02-04-03 02-04-03 AJ 22 ug/1 10 10.0
Vinyl chloride 8021 1B0204 02-04-03 02-04-03 AJ 10 ' ug/1 10 10.0
Surrogate -
Bromxh I oromt.hanc • 8021 180204 02-04-03 02-04-03 AJ 84 • 70
I BariLn 6010 02031 02-03-03 02-04-03 BC8 140 ug/1 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BC8 5.0 ' ug/1 5.0
Olrcmiun 6010 02031 02-03-03 02-04-03 BC8 10 ' ug/1 10.0
I Manganese 6010 02031 02-03-03 02-04-03 BC8 6.3 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' ug/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 "'° 3.0 ' L\JII 3.0
I
Vanadiun 6010 02031 02-03-03 02-04-03 BCB 50 ' ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 BC8 20 ' ug/1 20.0
Caciniun 7131 0204G 02-04-03 02-12-03 "'° 0.30 ' L\JII 0.30
Antim::x,y 7041 02031 02-03-03 02-12-03 "'° 10 ' ug/1 10.0
I Susperded So I ; ds 160.2 0203A 02-03-03 02-03-03 N) 5.0 ' ng/1 5.00
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· SE V.ER~l
I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607*7
Sample ID DUP-2
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result Qual lklits DF RL
Date Date
I Acetone 8021 1B0203 02-03-03 02-03-03 AJ 100 ' l.\)/1 10 100
Bcozer<> 8021 1B0203 02-03-03 02-03-03 AJ 10 ' l.\)/1 10 10.0
Toluene 8021 180203 02-03-03 02-03-03 AJ 10 ' l.\)/1 10 10.0
Total Xylcnes 8021 180203 02-03-03 02-03-03 AJ 30 ' l.\)/1 10 30.0
I Surrog.:.,tc -
a. a. a-Tri fftXJrotofULYlC 8021 100203 02-03-03 02-03-03 Al 00 ' 10
01 lorofonn 8021 180203 02-03-03 02-03-03 AJ 10 ' l.\)/1 10 10.0
I 1 , 1-0 i ch I oroethane 8021 1B0203 02-03-03 02-03-03 AJ 10 ' l.\)/1 10 10.0
1 , 1-0 i ch I oroet.hene 8021 1B0203 02-03-03 02-03-03 AJ 310 l.\)11 10 10.0
1,2-Dichloroethcne (tota I) 8021 180203 02-03-03 02-03-03 AJ 10 ' l.\)/1 10 10.0
Wethylene chloride
I (Dichlorarethane) 8021 180203 02-03-03 02-03-03 AJ 20 ' l.\)11 10 20.0
1, 1, 1-Trichloroethane 8021 1B0203 02-03-03 02-03-03 AJ 23 l.\)11 10 10.0
Tri ch I orocthene 8021 180203 02-03-03 02-03-03 AJ 10 ' l.\)/1 10 10.0
I Tetrach loroethene 8021 180203 02-03-03 02-03-03 AJ 21 l.\)11 10 10.0
Vinyl chloride 8021 180203 02-03-03 02-03-03 AJ 10 ' l.\)11 10 10.0
Svrrogata -
Bromx/1 I oramthane 8021 180203 02-03-03 02-03-03 Al 86 % 10
I Barim 6010 02031 02-03-03 02-04-03 BC8 130 l.\)11 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5.0 ' l.\)/1 5.0
O,rcrniun 6010 02031 02-03-03 02-04-03 BCB 10 ' l.\)/1 10.0
I Manganese 6010 02031 02-03-03 02-04-03 BCB 5.0 ' l.\)/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' l.\)/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 fl,[) 3.0 ' l.\)/1 3.0
I
Vanadiun 6010 02031 02-03-03 02-04-03 BCB 50 ' l.\)/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 BCB 20 ' l.\)/1 20.0
CaOTliun 7131 0204G 02-04-03 02-12-03 MO 0.30 ' l.\)/1 0.30
Antim::xiy 7041 02031 02-03-03 02-12-03 MO 10 ' l.\)/1 10.0
I Suspended Sol ids 160.2 0203A 02-03-03 02-03-03 /Ill 5.0 ' 11911 5.00
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SEVERN, I
I STL Savannah
Client Applied Earth Sciences Work Order ID Macon Dockery/190-00001-0lY Laboratory ID S380607*6 Sample ID MW-11 I Matrix LI Sampled ' 01-28-2003 Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Paraucter Method Batch Prep Analysis Analyst Result Qual ll1 its Df RL Date Date
I Acetone 8021 180203 02-03-03 02-03-03 AJ 10 ' ug/1 10.0 llcf1zcre 8021 180203 02-03-03 02-03-03 AJ 1 .0 ' ug/1 1.0 Toluene 8021 180203 02-03-03 02-03-03 AJ 10 ' ug/1 1.0 Tota I Xyl cnes 8021 1B0203 02-03-03 02-03-03 AJ 3.0 ' ug/1 3.0 I Surrogate -
a. a. a-Tri t'I vorotolut:,-,ne 8021 780203 02-03-03 02-03-03 AJ 87 ' Oiloroform 8021 180203 02-03-03 02-03-03 AJ 1.0 ' ug/1 1 .o I 1, 1-Dichlorocthane 8021 180203 02-03-03 02-03-03 AJ 1.0 ' ug/1 .o 1, 1-Dichlorocthene 8021 180203 02-03-03 02-03-03 AJ 1.0 ' ug/1 1.0 1.2-Dichloroethene (tot.a r) 8021 180203 02-03-03 02-03-03 AJ 1.0 ' ug/1 .o ~thylene chloride I (Dich lomrcthane) 8021 780203 02-03-03 02-03-03 AJ 2.0 ' ug/1 2.0 1. 1. 1-Trichloroethane 8021 780203 02-03-03 02-03-03 AJ .o ' ug/1 .0 Trichloroethcne 8021 180203 02-03-03 02-03-03 AJ 1 .o ' ug/1 1.0 I Tetrachloroethcne 8021 180203 02-03-03 02-03-03 AJ .0 ' ug/1 .o Vinyl chloride 8021 180203 02-03-03 02-03-03 AJ .o ' ug/1 1.0 Svrrogatc -
BrarorJi f o~thane 8021 780203 02-03-03 02-03-03 AJ 86 % I Bariln 6010 02031 02-03-03 02-04-03 OC8 00 ug/1 50.0 Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5.0 ' ug/1 5.0 Chn:niLB 6010 02031 02-03-03 02-04-03 OC8 31 ug/1 10.0 I Manganese 6010 02031 02-03-03 02-04-03 OC8 20 ug/1 5.0 Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' ug/1 40.0 l.wd 7421 0204G 02-04-03 02-12-03 ""' 3.0 ' ug/1 3.0 I
Vanadiun 6010 02031 02-03-03 02-04-03 BCB so ' ug/1 so.a Zinc 6010 02031 02-03-03 02-04-03 BCB 24 ug/1 20.0 CaO!liun 7131 02()4(; 02-04-03 02-12-03 MO 0.30 ' ug/1 0.30 Mtirra,y 7041 02031 02-03-03 02-12-03 MO 10 ' ug/1 10.0 I Susperded Sol ids 160.2 0203A 02-03-03 02-03-03 PlJ 110 "'ij/ I 5.00
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SEVE'RN.
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607*4
Sample ID MW-21
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result Qual lnits OF RL
Date Date
I
Acet01C 8021 180203 02-03-03 02-03-03 AJ 10 ' ug/1 10.0
Benzene 8021 180203 02-03-03 02-03-03 AJ 1 0 ' ug/1 1.0
Toluene 8021 180203 02-03-03 02-03-03 AJ 1 0 ' ug/1 1 .o
Total Xylenes 8021 180203 02-03-03 02-03-03 AJ 3 0 ' ug/1 3.0
I Surrogate -
a, a. a-Tri f'l1XJroto/U(,>ne 8021 180203 02-03-03 02-03-03 AJ 93 ' Dlloroform 8021 100203 02-03-03 02-03-03 AJ 1 .0 ' ug/ I 1.0
I 1, 1-Dichloroethane 8021 1B0203 02-03-03 02-03-03 AJ 1. 1 ug/ I 1.0
1, 1-Dichloroethene 8021 180203 02-03-03 02-03-03 AJ 1.0 ' ug/1 1 .0
1,2-Dichloroethene (total) 8021 180203 02-03-03 02-03-03 AJ 1.6 ug/1 1.0
tJethy I enc ch I or i de
I (Dich lorarethane) 8021 180203 02-03-03 02-03-03 AJ 2.0 ' ug/1 2.0
1, 1, 1-Trich I oroethane 8021 180203 02-03-03 02-03-03 AJ 1 .0 ' ug/1 1.0
Trichloroethene 8021 1B0203 02-03-03 02-03-03 AJ 8.8 ug/1 1.0
I Tetrachloroethcne 8021 1B0203 02-03-03 02-03-03 AJ 1 .o ' ug/1 .o
Vinyl chloride 8021 1B0203 02-03-03 02-03-03 AJ 1.0 ' ug/1 1.0
Surrogate -
BrCX1och I ororeth.:.1na 8021 180203 02-03-03 02-03-03 AJ 700 • I Bariun 6010 02031 02-03-03 02-04-03 BC8 50 ' ug/1 50.0
Beryl l iun 6010 02031 02-03-03 02-04-03 BC8 5.0 ' ug/1 5.0
Om:miun 6010 02031 02-03-03 02-04-03 BCB 10 ' ug/1 10.0
I Manganese 6010 02031 02-03-03 02-04-03 BC8 5.0 ' ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BC8 40 ' ug/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 ,..., 3.0 ' ug/1 3.0
I
Vanadiun 6010 02031 02-03-03 02-04-03 BC8 50 ' ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 BCB 20 ' ug/1 20.0
Cactniun 7131 0204G 02-04-03 02-12-03 tMl 0.30 ' ug/1 0.30
AntilllXly 7041 02031 02-03-03 02-12-03 tMl 10 ' ug/1 10.0
I Susperded So I ids 160.2 0203A 02-03-03 02-03-03 NJ 5.0 ' ng/1 5.00
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SEV1ERlN
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607*11
Sample ID MW-23
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parancter Method Batch Prep Analysis Analyst Result Qua/ I.nits Df RL IOI.
Date Date
I t/crcury 7470 0203R 02-03-03 02-10-03 .m:; 0 20 ' ug/1 0.20
Acetorie 8021 180204 02-04-03 02-04-03 AJ 10 ' ug/1 10.0
Benzene 8021 180204 02-04-03 02-04-03 AJ 1 0 ' ug/I 10
Toluene 8021 180204 02-04-03 02-04-03 AJ 1 .0 ' ug/1 1.0
I Total Xylcnes 8021 180204 02-04-03 02-04-03 AJ 3.0 ' ug/1 3.0
Surrogate -
a, a, a-Tri FlwrotoltJCnC 8021 180204 02-04-03 02-04-03 AJ 93 ' I Olloroform 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
1, 1-Dichloroethane 8021 180204 02-04-03 02-04-03 AJ 8.2 ug/1 1.0
1, 1-Dichloroethcne 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
1,2-Dichloroethene (tot.I I) 8021 180204 02-04-03 02-04-03 AJ 2.4 ug/1 1.0
I M:!thy I ene ch I or i de
(Oichlorarethane) 8021 180204 02-04-03 02-04-03 AJ 2.0 ' ug/1 2.0
1, 1, 1-Trich I orocthane 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
I Tri ch loroethene 8021 1B0204 • 02-04-03 02-04-03 AJ 2.9 ug/1 1.0
Tetrachloroethcne 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
Vinyl chloride 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1 .0
Surrog..1ce -
I Brorrochlorcm:Jthanc 8021 180204 02-04-03 02-04-03 AJ 700 % 7
Bariun 6010 02031 02-03-03 02-04-03 BC8 so ' ug/1 1 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BC8 5.0 ' ug/1 5.0
I Manganese 8010 02031 02-03-03 02-04-03 BC8 33 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' ug/1 40.0
lead 7421 0204G 02-04-03 02-13-03 """ 3.0 ' ug/1 3.0
I
Vanadlun 6010 02031 02-03-03 02-04-03 BC8 so ' ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 BC8 20 ' ug/1 20.0
Gactniun 7131 0204G 02-04-03 02-12-03 tMJ 0.30 ' ug/1 0.30
Antim:Yly 7041 02031 02-03-03 02-12-03 tMJ 10 ' ug/1 10.0
I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 NJ 16 mg/I 5.00
Olrcrniun 6010 02031 02-03-03 02-04-03 BC8 10 ' ug/1 10.0
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·.SE-VERN-I
I STL Savannah Client Applied Earth Sciences Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607*5
Sample ID MW-22
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result ()Jal l.hi ts DF RL
Date Date
I Acctcr,c 8021 180204 02-04-03 02-04-03 AJ 20 ' cg/I 2 20.0
Benzene 8021 180204 02-04-03 02-04-03 AJ 2.0 ' cg/I 2 2.0
Toluene 8021 180204 02-04-03 02-04-03 AJ 2.0 ' cg/I 2 2.0
Total Xylencs 8021 180204 02-04-03 02-04-03 AJ 6.0 ' cg/I 2 6 0
I Surrogate -
a,a.a-TriOtKJroto/ut,>ne 8021 1/30204 02-04-03 02-04-03 AJ 93 % 2
Olloroform 8021 180204 02-04-03 02-04-03 AJ 2.0 ' cg/I 2 2.0
I 1,1-Dichloroethane 8021 180204 02-04-03 02-04-03 AJ 47 ug/1 2 2.0
1 , 1-D i ch I orocthene 8021 180204 02-04-03 02-04-03 AJ 5.1 ug/1 2 2.0
1,2-Dichlorocthene (tota I) 8021 180204 02-04-03 02-04-03 AJ 2.0 ' ug/1 2 2.0
~thylenc chloride
I (D ich 1orarethane) 8021 180204 02-04-03 02-04-03 AJ 4.0 ' cg/I 2 4.0
1, 1, 1-Trichloroethane 8021 180204 02-04-03 02-04-03 AJ 4,3 ug/1 2 2.0
Tr ich loroethcoe 8021 180204 02-04-03 02-04-03 AJ 2.0 ' ug/1 2 2.0
I Tetrachloroethenc 8021 180204 02-04-03 02-04-03 AJ 2.0 ' cg/I 2 2.0
Vinyl chloride 8021 180204 oZ:04-03 02-04-03 AJ 2.0 ' cg/I 2 2.0
Svrrogatc -
Bronoch I orarethanc 8021 180204 02-04-03 02-04-03 AJ /(JJ % 2 I 8ariUT1 6010 02031 02-03-03 02-04-03 BCB 50 ' cg/I 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5.0 ' cg/I 5.0
Oiraniun 6010 02031 02-03-03 02-04-03 BCB 10 ' cg/I 10.0
I Manganese 6010 02031 02-03-03 02-04-03 8C8 210 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 · BCB 40 ' cg/I 40.0
Lead 7421 0204G 02-04-03 02-12-03 ""' 3.0 ' cg/I 3.0
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Vanadiun 6010 02031 02-03-03 02-04-03 BCB 50 ' cg/I so.a
Zinc 6010 02031 02-03-03 02-04-03 8C8 22 ug/1 20.0
Cadniun 7131 0204G 02-04-03 02-12-03 1-,M) 0.30 ' cg/I 0.30
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Mtirrooy 7041 02031 02-03-03 02-12-03 ""' 10 ' ug/1 10.0 I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 NJ 140 ...,,, 5.00 /
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STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*12
Sample ID MW-15
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Paraneter Method Batch Prep Analysis Analyst Result Q.,31 liiits DF RL IIJl
Date Date
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Mercury 7470 0203R 02-03-03 02-06-03 JIG 0.51 ug/1 0.20
Acetone 8021 180205 02-05-03 02-05-03 AJ 10 < l.\JII 10.0
Benzene 8021 1B0205 02-05-03 02-05-03 AJ 1.0 < l.\JII 1.0
Toluene 8021 1B0205 02-05-03 02-05-03 AJ 1.0 < l.\JII 1.0
I Total Xylencs 8021 180205 02-05-03 02-05-03 AJ 3.0 < l.\JII 3 0
Surrogate -
a, a. a-7h Fluoroto/uere 8021 180205 02-05-03 02-05-03 AJ 93 %
I Ollorofo1111 8021 180205 02-05-03 02-05-03 AJ 1.0 < l.\JII 1.0
1, 1-Dichloroethane 8021 1B0205 02-05-03 02-05-03 AJ 1.4 ug/1 1.0
1, 1-Dichloroethene 8021 1B0205 02-05-03 02-05-03 AJ 13 ug/1 1 .0
1,2-Dichloroethene (tota I) 8021 1B0205 02-05-03 02-05-03 AJ 1 .a < ug/1 1.0
I t.-'ethy l ene ch I or i de
(Dichlorarethane) 8021 100205 02-05-03 02-05-03 AJ 2.0 < l.\JII 2.0
1, 1, 1-Trichloroethane 8021 1B0205 02-05-03 02-05-03 AJ 1 .4 ug/1 1.0
I Trichloroethcne 8021 180205 02-05-03 02-05-03 AJ 1.0 < ug/1 1.0
Tetrachloroethene 8021 180205 02-05-03 02-05-03 AJ 1.0 < l.\Jf I .0
Vinyl chloride 8021 180205 02-05-03 02-05-03 AJ 1.0 < ug/1 1 .0
Surrogate -
I Braro;h I orcmJtllane 8021 180205 02-05-03 02-05-03 AJ 98 %
Bariua 6010 02031 02-03-03 02-04-03 OC8 120 ug/1 so.a
Beryl I iun 6010 02031 02-03-03 02-04-03 OC8 5.0 < l.\JII 5.0
B Manganese 6010 02031 02-03-03 02-04-03 OC8 60 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 OC8 40 < ug/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 ...., 41.9 ug/1 3.0
Vanadiun 6010 02031 02-03-03 02-04-03 8C8 50 < l.\JII so.a
I Zinc 6010 02031 02-03-03 02-04-03 OC8 23 ug/1 20.0
Gactniun 7131 0204G 02-04-03 02-12-03 ...., 0.30 < ug/1 0.30
Antiroony 7041 02031 02-03-03 02-12-03 ...., 10 < ug/1 10.0
I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 AD 27 mg/I 5.00
Olrcni1.n 6010 02031 02-03-03 02-04-03 OC8 20 ug/1 10.0
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I :SEVERN
I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607*13
Sample ID DUP-1
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result Qual lkli ts Df RL
Date Date
I lkrcury 7470 0203R 02-03-03 02-06-03 JY,I; 0.49 ug/I 0.20 ' Acctme 8021 1B0205 02-05-03 02-05-03 A.J 10 < ug/1 10.0
Benzene 8021 180205 02-05-03 02-05-03 A.J 1 0 < ug/1 1.0
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Toluene 8021 1B0205 02-05-03 02-05-03 A.J 1.0 < ug/1 1 .0
Total Xylcncs 8021 180205 02-05-03 02-05-03 A.J 3.0 < ug/1 3.0
Surrogate -
a,a,a-1i·iF/wrotoluene 8021 1B0205 02-05-03 02-05-03 AJ 00 ' I Olloroform 8021 180205 02-05-03 02-05-03 A.J 1 .0 < ug/1 1.0
1, 1-Dichloroethane 8021 1B0205 02-05-03 02-05-0J A.J 1.6 ug/I 1.0
1,1-Dichloroethene 8021 1B0205 02-05-03 02-05-0J IU 16 ug/I 1.0
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1,2-Dichloroethcne (total) 8021 180205 02-05-03 02-05-03 A.J 1 .0 < ug/I 1 .0
tlethytene chloride
(Dichloraret.hanc) 8021 180205 02-05-03 02-05-03 A.J 2.0 < ug/1 2.0
1, 1, 1-Trichloroethane 8021 180205 02-05-03 02-05-03 IU 1.9 ug/I 1.0
I Trichlorocthene 8021 180205 02-05-03 02-05-03 AJ .0 < ug/1 1 .0
Tetrachlorocthene 8021 180205 02-05-03 02-05-03 A.J .o < ug/I 1.0
Vinyl chloride 8021 180205 02-05-03 02-05-03 AJ .o < ug/1 1.0
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Surrogate -
Bn::mxh I or-are thane 8021 100205 02-05-03 02-05-03 AJ 98 %
BariUI 6010 02031 02-03-03 02-04-03 OC8 120 ug/I 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5.0 < ug/1 5.0
I Manga-,ese 6010 02031 02-03-03 02-04-03 OC8 66 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 < ug/1 40.0
Lead 7421 0204G 02-04-0J 02-12-03 ""' 46.1 ug/1 3.0
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Vanadiun 6010 02031 02-03-03 02-04-03 OC8 50 < ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 OC8 30 ug/1 20.0
cactTI i un 7131 0204G 02-04-03 02-12-03 ""' 0.30 < ug/1 0.30
Antinony 7041 02031 02-03-03 02-12-03 ""' 10 < ug/1 10.0
I SusperdedSolids 160.2 0203A 02-0J-OJ 02-03-03 AD 62 mg/I 5.00
Olrorah.n 6010 02031 02-03-03 02-04-0J OC8 22 ug/1 10.0
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,SEVERIN.
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-011/
Laboratory ID S380607•9
Sample ID LM INF
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Metrod Batch Prep Analysis Analyst Result Qual ltlits OF RL
Date Date
I Acetone 8021 1B0203 02-03-03 02-03-03 IV 10 ' ug/1 10.0
Bcnzerc 8021 180203 02-03-03 □2-03-03 IV 1.0 ' ug/1 1.0
Toluene 8021 1B0203 02-03-03 02-03-03 IV 1.0 ' ug/1 1.0
Tot.al Xylenes 8021 1B0203 02-03-03 02-03-03 IV 3 0 ' ug/1 3.0
I Surrogate -
a, a. n-Tri f"l1XJroto /Ul,v-,e 8021 180203 02-03-03 02-03-03 AJ 93 %
Oiloroform 8021 180203 02-03-03 02-03-03 IV 1.0 ' ug/1 .o
I 1,1-Dichloroethane 8021 1B0203 02-03-03 02-03-03 IV 1.0 ' ug/1 1.0
1, 1-Dichloroothene 8021 1B0203 02-03-03 02-03-03 IV .o ' ugll .o
1,2-Dichlorocthene (tot:21) 8021 1B0203 02-03-03 02-03-03 IV 1.0 ' ug/1 1 .0
'-'ethy I cne ch I or i de
I (Dich lorarcthanc) 8021 180203 02-03-03 02-03-03 IV 2.0 ' ug/1 2.0
1,1, 1-Trichloroethanc 8021 180203 02-03-03 02-03-03 IV 1 0 ' ug/1 .0
Tri ch I oroethcne 8021 180203 02-03-03 02-03-03 IV 1.0 ' ug/1 1.0
I TetrachlorCX!thenc 8021 180203 02-03-03 02-03-03 IV 1.0 ' ugll 1.0
Vinyl chloride 8021 1B0203 02-03-03 02-03-03 IV 1.0 ' ug/1 1.0
Sarrogatc -
Bronrxh I orarethanc 8021 180203 02-03-03 02-03-03 AJ 85 ~ I Bariun 6010 .02031 02-03-03 02-04-03 BCB so ' ug/1 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5.0 ' ug/1 5.0
Olraniun 6010 02031 02-03-03 02-04-03 BCB 10 ' ugll 10.0
I Manganese 6010 02031 02-03-03 02-04-03 OC8 8,2 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' ug/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 "'° 3.0 ' ug/1 3.0
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Vanadiun 6010 02031 02-03-03 02-04-03 BCB so ' ug/1 50.0
Zinc 6010 02031 02-03-03 02-04-03 BCB 20 ' ug/1 20.0
Cactniun 7131 0204G 02-04-03 02-12-03 MO 0.30 ' ug/1 0.30
Antirrroy 7041 02031 02-03-03 02-12-03 "'° 10 ' ug/1 10.0
I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 NJ 20 mg/I 5.00
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iSEVE RJN;
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-DlY
Laboratory ID S380607*10
Sample ID U/L ECF
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Mett-od Batch Prep Analysis Analyst Result Qual I.hits Df RL
Date Date
I Acetone 8021 180204 02-04-03 02-04-03 AJ 10 ' ug/1 10.0
Benzene 8021 180204 02-04-03 02-04-03 AJ 1 0 ' ug/1 1.0
Toluene 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
Total Xylenes 8021 180204 02-04-03 02-04-03 AJ 3.0 ' ug/1 3.0
I Surrogate -
a, a. a-Tri f'liXJroto/Ut.,YlC 8021 180204 02-04-03 02-04-03 Al 87 %
Oilorofonn 8021 180204 02-04-03 02-04-03 AJ 1 .o ' ug/1 1.0
I 1,1-0ichloroethane 8021 180204 02-04-03 02-04-03 AJ .o ' ug/1 1.0
1,1-Dichlorocthene 8021 180204 02-04-03 02-04-03 AJ .0 ' ug/1 1.0
1.2-Dichloroethene (tota I) 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1 .0
tic thy I ene ch I or i de
I (D ich lorarethane) 8021 180204 02-04-03 02-04-03 AJ 2.0 ' ug/1 2.0
1,1,1-Trichloroethane 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
Trichloroethene 8021 180204 02-04-03 02-04-03 AJ 1.0 ' ug/1 1.0
I Tctrachloroethcne 8021 180204 02-04-03 02-04-03 AJ .o ' ug/1 1.0
Vinyl chloride 8021 180204 02-04-03 02-04-03 AJ 1 .0 ' ug/1 1.0
Surrogate -
Broooch I orarEthane 8021 180204 02-04-03 02-04-03 AJ 81 ~ 1
I Bariun 6010 02031 02-03-03 02-04-03 BC8 50 ' ug/1 1 50.0
Beryl I iun 6010 02031 02-03-03 02-04-03 BC8 5.0 ' ug/1 5.0
Qiraniun 6010 02031 02-03-03 02-04-03 BC8 10 ' ug/1 10.0
I Mangarese 6010 02031 02-03-03 02-04-03 OC8 30 ug/1 5.0
Nickel 6010 02031 02-03-03 02-04-03 BC8 40 ' ug/1 40.0
Lead 7421 0204G 02-04-03 02-12-03 1M) 7.5 ug/1 3.0
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Vanadiun 6010 02031 02-03-03 02-04-03 BC8 50 ' ug/1 50.0
Zirc 6010 02031 02-03-03 02-04-03 BCB 20 ' ug/1 20.0
cactniun 7131 0204G 02-04-03 02-12-03 IMl 0.30 ' ug/1 0.30
Antim::x,y 7041 02031 02-03-03 02-12-03 IMl 10 ' ug/1 10.0
I Suspended So I ids 160.2 0203A 02-03-03 02-03-03 NJ 7.0 mg/I 5.00
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
Parameter
Mag-teSiUII
Applied Earth Sciences
Macon Dockery/190-00001-019
S380607*14
U/L MIDFLUENT
LI Sampled : 01-28-2003
Received: 01-30-2003
Method Baldi
6010 02031
RESULTS SUMMARY REPORT
Prep
Date
Analysis Analyst Result
Date
02-03-03 02-04-03 BC8 5500
Qual l.-iits
ug/1
SE.VERN!
STL Savannah
DF RL
500
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*15
Sample ID Trip Blank
I Matrix LI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Par.neter Method Batch Prep Analysis Analyst Result Qual Lhit.s OF RL lllL
Date Date
I Acetone 8021 1B0204 02-04-03 02-04-03 AJ 10 ' t.g/ I 10.0
Benzene 8021 1B0204 02-04-03 02-04-03 AJ 1.0 ' t.g/1 1.0
ToluC'flC 8021 1B0204 02-04-03 02-04-03 AJ 1.0 ' t.g/1 1.0
Total Xylmes 8021 1B0204 02-04-03 02-04-03 AJ 3.0 ' t.g/1 3.0
I Surrog._1tc -
a,a.a-Triflwrotoluenc 8021 180204 02-04-03 02-04-03 AJ 90 %
O,loroform 8021 1B0204 02-04-03 02-04-03 AJ 1 .o ' t.g/ I 1.0
I 1, 1-0 ich I oroethane 8021 1B0204 02-04-03 02-04-03 AJ 1 .0 ' t.g/1 1.0
1,1-Dichloroethene 8021 1B0204 02-04-03 02-04-03 AJ .0 ' t.g/1 1.0
1, 2-Dich I oroethene (tota I) 8021 1B0204 02-04-03 02-04-03 AJ .0 ' t.g/1 1 .0
M:?thy I ene ch I or i de
I (Di ch lorarethane) B021 1B0204 02-04-03 02-04-03 AJ 2.0 ' t.g/1 2.0
1, 7, 1-Tri ch loroethane B021 1B0204 02-04-03 02-04-03 AJ 1.0 ' t.g/1 1.0
Trichloroethcne B021 1B0204 02-04-03 02-04-03 AJ 1.0 ' t.g/1 .0
I Tetrachloroethene 8021 1B0204 02-04-03 02-04-03 AJ 1.0 ' t.g/1 .o
Vinyl chloride B021 1B0204 02-04-03 02-04-03 AJ 1 .o ' t.g/1 .o
Surrogate -
Bronoch I orarethane • 8021 180204 02-04-03 02-04-03 AJ 79 • I
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SE,V.ERIN;
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-011/
Laboratory ID S380607•38
Sample ID PROP AIR
I Matrix AI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result ()Ja I Lhits Df RL
Date Date
I a, I orancthane 2A0129 01-30-03 01-30-03 SHN 2.0 < ng/m3 2.0
Vinyl chloride 2A0129 01-30-03 01-30-03 SHN 2.0 < ng/m3 2.0
Broroicthanc 2A0129 01-30-03 01-30-03 SHN 2 0 < ng/m3 2.0
0,/oroethanc 2A0129 01-30-03 01-30-03 SHN 2.0 < nglm3 2.0
I Tri ch lorofl LX)ranethane 2A0129 01-30-03 01-30-03 SHN 2.0 < rrg/m3 2.0
1 , 1-0 i ch I oroethene 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 .o
C-arbon di su I fide 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 .0
I I/ethylene chloride
(DichlorC111Cthane) 2A0129 01-30-03 01-30-03 SHN .o < ng/m3 1.0
trans-1,2-Dichloroethene 2A0129 01-30-03 01-30-03 SHN .o < ng/m3 .0
1,1-Dichloroethanc 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1 .0
I Vinyl acetate 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1 .0
2-Sutanone (IIEK) 2A0129 01-30-03 01-30-03 SHN 10 < ng/m3 10
2,2-Dichloropropane 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 .o
I cis-1,2-Dichloroethene 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1 .0
Ollorofonn 2A0129 01-30-03 01-30-03 SHN 1 .o < ng/m3 1 .0
Broroch I oraoothane 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
1, 1, 1-Tri ch lorocthane 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 1.0
I 1, 1-Dichloropropylene 2A0129 01-30-03 01-30-03 SHN .o < ng/m3 1.0
cartxxi tetrach I or i de 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 .0
1,2-Dichloroethane 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 .0
I llenzene 2A0129 01-30-03 01-30-03 SHN 1 .0 < ng/m3 .0
Tri ch I orocthene 2A0129 01-30-03 01-30-03 SHN 1 .0 < ng/m3 .0
1,2-Dichloropropanc 2A0129 01-30-03 01-30-03 SHN 1 .0 < ng/m3 .0
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Brcm:xl i ch I orcmethane 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 .0
Di brororethane 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 .o
trans-1,3-Didiloropropene 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 .0
Toluene 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 .0
I cis-1,3-Dichloropropene 2A0129 01-30-03 01-30-03 SHN .0 < ng/m3 1 .0
1, 1, 2-Tridl loroethane 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
1,3-Dichloropropane 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
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Tetrach I oroethene 2A0129 01-30-03 01-30-03 SHN 1.0. < ng/m3 1.0
Dibrcm:::>chlorcmethane 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
1,2-Dibraroethane (EDll) 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
o, l orooenzene 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
I Ethy I benzene 2A0129 01-30-03 01-30-03 SHN 1.0 < ng/m3 1.0
n-&p-Xylene 2A0129 01-30-03 01-30-03 SHN 1.0 < nglm3 1.0
o-Xylene 2A0129 01-30-03 01-30-03 SHN 1 .o < ng/m3 1.0
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I Client STL Savannah Applied Earth Sciences Work Order ID Macon Dockery/190-00001-011/
Laboratory ID S380607*38
Sample ID PROP AIR
I Matrix AI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result Qual lklits DF RL II)(_
Date Date
I Styrerie 2A0129 01-30-03 01-30-03 SHN 1.0 < rng/m3 1 0
lsq:,rq:>ylbenzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rrg/m3 1.0
Broroform 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1.0
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1,1,2,2-Tctrachloroethanc 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1.0
n-Propy J benzene 2A0129 01-30-03 01-30-03 SHN .o < ,rg/m3 1.0
Branobenzcne 2A0129 01-30-03 01-30-03 SHN .o < rng/m3 .0
1.3,5-Trirrethylbenzene 2A0129 01 -30-03 01-30-03 SHN .0 < rng/m3 .0
I 2-0llorotoluene 2AD129 01-30-03 01-30-03 SHN .o < rng/m3 .o
4-0, I orotol ucne 2A0129 01-30-03 07-30-03 SHN 1.0 < ,rg/m3 .0
t-Butylbcnzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rng/m3 1.0
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1,2,4-Trirrcthylbcnzene 2A0129 01-30-03 01-30-03 SHN .o < rng/m3 .0
s-Buty I benzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rng/m3 .0
p-Cymone 2A0729 01-30-03 01-30-03 SHN .0 < rng/m3 .0
1,3-Dichlorobenzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rng/m3 .0
I 1,4-Dichlorobenzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rng/m3 1.0
n-&Jty I benzene 2A0129 01-30-03 01-30-03 SIIN .0 < rng/m3 .o
1.2-Dichlorobenzene 2A0129 01-30-03 01-30-03 SHN .o < rng/m3 .o
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1,2-Dibrooo-3-chlorq:,ropane 2A0129 01-30-03 01-30-03 SHN .0 < rng/m3 .o
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607*39
Sample ID U/L AIR
I Matrix AI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Re5Ult Qual Lr, its DF RL lllt.
Date Date
I 011oronethane 200131 01-31-03 01-31-03 SHN 2.0 < mg/m3 2.0
Vinyl chloride 200131 01-31-03 01-31-03 SHN 2.0 < mg/m3 2.0
Brororethane 200131 01-31-03 01-31-03 SHN 2.0 < mg/m3 2.0
01loroethane 200131 01-31-03 01-31-03 SHN 2.0 < mg/m3 2.0
I Tri ch I orofl uorarethane 200131 01-31-03 01-31-03 SHN 2.0 < rrg/m3 2.0
1, 1-Dichloroethcne 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 .0
Cart«, di su I fide 200131 01-31-03 01-31-03 SHN .0 < mg/m3 .o
I We thy I enc ch I or i de
(Dlchlorarethane) 200131 01-31-03 01-31-03 SHN .0 < mg/m3 .0
trans-1.2-Dichloroethcne 200131 01-31-03 01-31-03 SHN .o < mg/m3 1.0
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1, 1 -0 i chloroethane 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
Vinyl acetate 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
2-Butanone (<EK) 200131 01-31-03 01-31-03 SHN 10 < mg/m3 10
2,2-Dichloropropane 200131 01-31-03 01-31-03 SHN 1 .0 < mg/m3 .0
I cis-1,2-Dichloroethene 200131 01-31-03 01-31-03 SHN 1 .o < mg/m3 1.0
Dl1oroform 200131 01-31-03 01-31-03 SHN .0 < mg/m3 .o
Braroch I orarethanc 200131 01-31-03 01-31-03 SHN .0 < mg/m3 .0
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1, 1. 1-Trichloroethanc 200131 01-31-03 01-31-03 SHN .0 < mg/m3 .0
1,1-Dichloroprq:Jylene 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
cartai tetrad11oride 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
1 ,2-Dichloroet.hane 200131 01-31-03 01-31-03 SHN .0 < mg/m3 1.0
I ll€flzcne 200131 01-31-03 01-31-03 SHN .0 < mg/m3 .0
Trichlorocthene 200131 01-31-03 01-31-03 SHN .o < mg/m3 1.0
1,2-Dichloropropane 200131 01-31-03 01-31-03 SHN .0 < mg/m3 1.0
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Branodichloranethanc 200131 01-31-03 01 -31-03 SHN 1.0 < mg/m3 1 .o
Di brorarethane 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
trans-1,3-0idlloropropene 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1 .0
Toluene 200131 01-31-03 01-31-03 SHH 1.3 mg/m3 1.0
I cis-1,3-Dichloropropene 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
1,1,2-Trichloroethane 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
1, 3-Dichloropropane 200131 01-31-03 01-31-03 SHN 1 .o < mg/m3 .0
I Tetrachloroethene 200131 01-31-03 01 -31-03 SHN 1.0 < mg/m3 .o
Di brcm:x:h 1 oranethane 200131 01-31-03 01-31-03 SHN 1 .0 < mg/m3 .o
1,2-Dibroooethane (EDB) 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 .0
ai I orobenzene 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1 .0
I Etlly I benzene 200131 01-31-03 01-31-03 SHN 1.0 < mg/m3 1.0
m&p-Xylene 200131 01-31-03 01-31-03 SHN 1.0 < n-g/m3 1.0
o-Xylene 200131 01-31-03 01-31-03 SHH 2.2 mg/m3 1.0
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-019
Laboratory ID S380607•39
Sample ID U/L AIR
I Matrix AI Sampled ' 01-28-2003
Percent Solids Received: 01-30-2003
RESULTS SUMMARY REPORT
I Paraneter Method Batch Prep Analysis Analyst Result ()Jal lklits OF RL IOl
Date Date
I Styrene 200131 01-31-03 01-31-03 SIIN 1.0 ' ,g/m3 1.0
1 soprq:iy l benzene 200131 01-31-03 01-31-03 SllN .D ' ,g/m3 1.0
Braroform 200131 01-31-03 01-31-03 SllN .o ' ,g/m3 1 .o
1. 1,2,2-Tetrachloroethane 200131 01-31-03 01-31-03 SIJN .o ' ,g/m3 1 .0
I n-Propylbenzcne 200131 01-31-03 01-31-03 SIJN 1.0 ' ,g/m3 1.0
Brarobenzene 200131 01-31-03 01 -31-03 SHN .0 ' ,g/m3 .0
1,3,5-Trinethylbenzene 200131 01-31-03 01-31-03 SllN 1.0 ' ,g/m3 .o
I 2-0ilorotoluene 200131 01-31-03 01-31-03 SHN 1.0 ' mg/m3 .o
4-0,lorotoluene 200131 01-31-03 01-31-03 SHN 1.0 ' ,g/m3 o
t-Butyltuizene 200131 01-31-03 01-31-03 SHN 1 .o ' ,g/m3 1.0
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1,2,4-Trimethylbenzene 200131 01-31-03 01-31-03 SHN 4.8 mg/"'3 1.D
s-Butylbenzene 200131 01-31-03 01 -31-03 SHN 1.0 ' mg/m3 1.0
p-C)mone 200131 01-31-03 01-31-03 SHN 1.0 ' mg/m3 1 .o
1,3-Dichlorobenzcnc 200131 01-31-03 01-31-03 SHN 1.0 ' mg/m3 .o
I 1,4-Dichlorobenzene 200131 01-31-03 01-31-03 SHN .o ' ,g/m3 .o
n-Buty I benzene 200131 01-31-03 01-31-03 SHN 1.0 ' ,g/m3 .o
1,2-Dichlorobenzene 200131 01-31-03 01-31-03 SHN 1.0 ' ,g/m3 .o
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1,2-Dibraro-3-chlorq:iropane 200131 01-31-03 01-31-03 SHN 1.0 ' ,g/m3 1.0
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I STL Savannah Client Applied Earth Sciences Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607"16
Sample ID Method Blank
I Matrix LI Sampled ' Percent Solids Received:
RESULTS SUMMARY REPORT
I Paraneter Method Batch Prep Analysis An.llyst Result Qual l.-iits Of RL llll
Date Date
I Acetone 8021 180203 02-03-03 02-03-03 IU 10 ' cg/I 10.0
Benzene 8021 1B0203 02-03-03 02-03-03 IU 1.0 ' ug/l 1.0
Toluene 8021 180203 02-03-03 02-03-03 IU 1.0 ' cg/I 1 .0
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Total Xylcncs 8021 180203 02-03-03 02-03-03 IU 2.0 ' cg/I 2.0
Surrogate -
a, n, a-TriF/1¥Jrotoluvnc 8021 180203 02-03-03 02-03-03 AJ 97 %
Ollorofonn 8021 180203 02-03-03 02-03-03 IU 1.0 ' cg/I .o
I 1,1-Dichloroethanc 8021 180203 02-03-03 02-03-03 IU 1.0 ' cg/I .o
1 , 1 -0 i ch I orocthene 8021 180203 02-03-03 02-03-03 IU .0 ' cg/I 1.0
1,2-0ichloroethcne (total) 8021 1B0203 02-03-03 02-□3--03 IU 1.0 ' cg/I 1.0
Wethylcne chloride
I (DichlorOITEthane) 8021 180203 02-03-03 02-03-03 IU 2.0 ' cg/I 2.0
1,1,1-Trichlorocthane 8021 180203 02-03-03 02-03-03 IU .0 ' cg/I .0
Trichloroethene 8021 180203 02-03-03 02-03-03 IU .0 ' cg/I .0
I Tetrachlorocthene 8021 100203 02-03-03 02-03-03 IU ,0 ' cg/I .o
Vinyl chloride 8021 180203 02-03-03 02-03-03 IU ,0 ' cg/I .o
Sw-rcx.;atc -
Bronoch I ormEthnne 8021 1B0203 02-03-03 02-03-03 AJ 86 • I Bariun 6010 02031 02-03-03 02-04-03 BCB so ' cg/I 50,0
Beryl I iun 6010 02031 02-03-03 02-04-03 BCB 5,0 ' cg/I 5.0
Dlraniun 6010 02031 02-03-03 02-04-03 BCB 10 ' cg/I 10.0
I Margancse 6010 02031 02-03-03 02-04-03 BCB 5.0 ' cg/I 5.0
Nickel 6010 02031 02-03-03 02-04-03 BCB 40 ' cg/I 40.0
Lead 7421 0204G 02-04-03 02-13-03 fM) 3.0 ' cg/I 3.0
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Vanadiun 6010 02031 02-03-03 02-04-03 BCB so ' cg/I 50.0
Zirc 6010 02031 02-03-03 02-04-03 BCB 20 ' cg/I 20,0
cactniun 7131 0204G 02-04-03 02-12-03 ""' 0.30 ' cg/I 0,30
Antill01y 7041 02031 02-03-03 02-12-03 fM) 10 ' cg/I 10.0
I f.lerrury 7470 0203R 02-03-03 02-06-03 No 0.20 ' cg/I 0.20
Suspended So I ids 100.2 0203A 02-03-03 02-03-03 AD 5,0 ' ng/1 5,00
Ma£11€Siun 6010 02031 02-03-03 02-04-03 8C8 500 ' cg/I 500
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.SE V E.RIN,l
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607•40
Sample ID Method Blank
I Matrix AI Sampled ' Percent Solids Received:
RESULTS SUMMARY REPORT
I Pararm?ter Method Batch Prep Analysis Analyst Result Qual !..nits OF RL
Date Date
I Ch I on:rncthane 2A0129 01-30-03 01-30-03 SHN 2.0 < rrg/m3 2.0
Vinyl chloride 2.A0129 01-30-03 01-30-03 SHN 2.0 < rrg/m3 2.0
Brarorethanc 2A0129 01-30-03 01-30-03 SHN 2.0 < rrg/m3 2.0
Ch I orocthanc 2A0129 01-30-03 01-30-03 SHN 2.0 < rrg/m3 2.0
I Tri chtorofl uoranethane 2A0129 01-30-03 01-30-03 SHN 2.0 < rrg/m3 2.0
1, 1-Dichlorocthene 2A0729 01-30-03 01-30-03 SHN .o < rrg/m3 1.0
Cartxx, disulfide 2A0129 01-30-03 01-30-03 SHN .o < rrg/m3 .o
I tie thy I ene ch I or i de
( D i ch I oromthane) 2A0129 01-30-03 01-30-03 SHN .0 < rrg/m3 .0
trans-1,2-Dichloroethene 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 .o
1, 1-Dichloroethane 2A0129 01-30-03 01-30-03 SHN 1.0 < rrg/m3 .o
I Vinyl acetate 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 .0
2-Butaraie (>EK) 2A0129 01-30-03 01-30-03 SHN 10 < ,rg/m3 10
2,2-Dichloropropane 2A0129 01-30-03 01-30-03 SHN .o < ,rg/m3 1 .o
I cis-1,2-Dichloroethene 2A0129 01-30-03 01-3D-03 SHN .0 < rrg/m3 1.0
O,loroform 2A0129 01-30-03 01-3D-03 SHN .0 < rrg/m3 1.0
Brcm:x:h I orarethane 2A0129 01-30-03 D1-30-03 SHN .o < ,rg/m3 1.0
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1.1, 1-Trichloroet.hane 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 .0
1, 1-Dichloropropylenc 2A0129 01-30-03 D1-30-03 SHN 1.0 < ,rg/m3 1.0
carton tetrach I or i de 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1 .o
1,2-Dlchloroethane 2A0129 D1-30-D3 01-30-03 SHN 1.0 < ,rg/m3 1.0
I Benzene 2A0129 D1-30-D3 01-30-03 SHN 1.0 < rrg/m3 .0
Trichloroethcne 2A0129 D1-30-03 01-30-03 SHN 1.0 < ,rg/m3 1.0
1.2-Dichloropropane 2A0129 D1-30-03 01-30-03 SHN 1 .0 < ,rg/m3 1 .0
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Brcmxlichlorcmct.hane 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1 .0
Di brarorcthane 2A0129 01-30-03 01-30-03 SHN .0 < ,rg/m3 1 .0
trans-1,3-Dichloropropene 2A0129 01-30-03 01-30-03 SHN .o < ,rg/m3 1.0
Toluene 2A0129 01-30-03 01-30-03 SHN .o < ,rg/m3 .0
I cis-1,3-Dichloropropcne 2A0129 01-30-03 01-30-03 SHN .o < ,rg/m3 .0
1. 1,2-Trichloroet.hane 2A0129 01-30-03 01-30-03 SHN .o < ,rg/m3 .o
1.3-0ichlorq,ropare 2A0129 01-30-03 01-30-03 SHN 1 .o < ,rg/m3 1 .0
I Tetrachloroethene 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1.0
Di brcmxh t oranethane 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1.0
1,2-0ibroroethane (EDB) 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1 .o
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a, lordJenzene 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 1.0 -l Ethy I benzene 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 .0 ' I m&p-Xylene 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 .0
o-Xylene 2A0129 01-30-03 01-30-03 SHN 1.0 < ,rg/m3 .o
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I STL Savannah Client Applied Earth Sciences Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*40
Sample ID Method Blank
I Matrix AI Sampled ' Percent Solids Received:
RESULTS SUMMARY REPORT
I Parameter Method Batch Prep Analysis Analyst Result ~, lxli ts Of RL
Date Date
I Styrene 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;ilm3 1.0
I sqJropy I benzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;i/m3 1 .0
Braroform 2Nl129 01-30-03 01 -30-03 SHN .o < rn;i/m3 1 .0
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1, 1,2,2-Tetrachloroettiane 2A0129 01-30-03 01-30-03 SHN .1 .0 < rn;Jlm3 .0
n-Propylbcnzene 2A0129 01-30-03 01-30-03 SHN .0 < rn;i/m3 1 0
Brord:enzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;Jlm3 .0
1, 3, 5-Trlrrethyl benzene 2A0129 01-30-03 01-30-03 SHN .o < rn;Jlm3 .0
I 2-0llorotoluene 2A0129 01-30-03 01-30-03 SHN .0 < rn;i/m3 1 .0
4-0ilorotoluene 2A0129 01-30-03 01-30-03 SHN .0 < rn;Jlm3 .0
t-Buty I benzene 2A0129 01-30-03 01-30-03 SHN 1 .o < rn;Jlm3 .o
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1 ,2, 4-Trirrethylbcnzme 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;i/m3 .o
s-Buty I benzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;Jlm3 .0
p-Gy!mne 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;ilm3 .0
1,3-0ichlorobenzene 2A0129 01-30-03 01-30-03 SHN 1 .o < rn;Jlm3 1.0
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1,4-Dichlorcbenzene 2A0129 01-30-03 01-30-03 SHN 1.0 < rn;ilm3 1.0
n-Butylbenzene 2A0129 01-30-03 01-30-03 SHN 1 .0 < rn;Jlm3 1 .0
1,2-Dichlorcbenzene 2A0129 01-30-03 01-30-03 SHN 1 .o < rn;Jlm3 1 .0 I 1, 2-Di braro-3-ch I orcpropane 2A0129 01-30-03 01-30-03 SHN 1 .0 < rn;i/m3 1 .0
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:SEVE·RN•
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*18
Sample ID Lab Control Standard Result
I Matrix LI Sampled ' Percent Solids Received:
LCS RESULTS SUMMARY REPORT
I Parameter Method Batch Spike Expected Units Spike% Accuracy
Result Value Recovery Limit
I Acetone 8021 100203 470 400 ug/1 118 40-130
Benzene 8021 780203 19 20 ug/1 95 48-152
Toluene 8021 1B0203 19 20 ug/f 95 62-133
Surrogate -
I a.a.a-Tri fluorotoluene • 8021 1B0203 30 30 ug/f 100 70-130
1, 1-Dichlorocthcnc 8021 180203 21 20 ug/1 105 37-163
Trichloroethme 8021 180203 20 20 ug/f 100 49-138
I Surrogate -
Brc:m:x:hlorcrnethane 8021 1B0203 9.6 10 ug/1 96 70-130
Bariun 6010 02031 2070 2000 ug/1 103 75-725
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Beryl I iun 6010 02031 52.6 50.0 ug/1 105 75-125
O,n:rniun 6010 02031 212 200 ug/1 106 75-125
MJnganese 6010 02031 526 500 ug/1 105 75-125
Nickel 6010 02031 529 500 ug/f 106 75-125
I Lead 7421 0204G 52.6 50.0 ug/f 105 80-120
Vanadiun 6010 02031 520 500 ug/f 104 75-125
Zirc 6010 02031 527 500 ug/f 105 75-125
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CaOTliun 7131 0204G 5.78 5.00 ug/1 116 80-120
Antirra,y 7041 02031 525 500 ug/1 105 80-120
tJercury 7470 0203R 2.53 2.50 ug/1 101 80-120
Suspcrdcd Sol ids 160.2 0203A 99 100 11\Jll 99 80-120
I MJg-csiun 6010 02031 5150 5000 ug/1 103 75-125
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Client
Work Order ID
Laboratory ID
Sample ID
Matrix
Percent Solids
ParMieter
1. 1 -Di ch loroethcne
Benzene
Tri ch I oroethcne
Toluene
a, I oroocnzene
Applied Earth Sciences
Macon Dockery/190-00001-0lY
S380607*44
Lab Control Standard Result
AI Sampled :
Received:
LCS RESULTS SUMMARY REPORT
Method Batch Spike Expected Units
Result Value
2A0129 18 15 rrg/m3
2A0129 19 15 mglm3
2A0129 18 15 rrg/m3
2A0129 15 15 rrg/m3
2A0129 19 15 m;i/m3
STL Savannah
Spike% Accuracy
Recovery Limit
120 60-140
127 60-140
120 60-140
100 60-140
127 60-140
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I STL Savannah Client Applied Earth Sciences
Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*26
Sample ID Matrix Spike Result
I Matrix LI Sampled ' Percent Solids Received:
MS/MSD RESULTS SUMMARY REPORT
I Parameter Method Batch Parent Spike Expected \...nits Spike 't. Spike 't. Aca.Jracy Precisioo
Result Result Value Recovery RPO Limit Limit
I Acetcnc 8021 180205 ,10 420 400 ug/1 108 6,9 40-130 30
8021 180205 ,10 440 400 ug/1 110
8ef1zere 8021 180205 ,1 ,0 19 20 ug/1 95 5.1 48-152 24
8021 1B0205 ,1 ,0 19 20 ug/1 95
I Toluene 8021 1B0205 ,1 .0 19 20 ug/1 95 5. 1 62-133 27
8021 1B0205 ,1 ,0 18 20 ug/1 9J
Surrogate -
I a,a,a-Trifluorotolucnc • 8021 180205 87 % 29 30 ug/1 100 70-130
8021 180205 87 % 28 30 cg/I 93
1, 1-Di chloroethene 8021 1B0205 <1.0 20 20 cg/I 115 9.5 37-163 40
8021 180205 <1.0 23 20 cg/I 115
I Tri ch I oroethene 8021 1B0205 ,1 .o 23 20 ug/1 105 4.2 49-138 49
8021 1B0205 <1 .o 24 20 ug/1 105
Surrogate -
I Braooch I orOTEthanc 8021 180205 86 % 9,9 10 ug/1 95 70-130
8021 180205 86 % 9,4 10 ug/1 100
Bariun 6010 02031 9J 2220 2000 cg/I 104 3.2 75-125 20
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6010 02031 9J 2150 2000 cg/I 104
Beryl I iun 6010 02031 <5.0 53.2 50.0 cg/I 107 0.78 75-125 20
6010 02031 <5.0 52.2 50,0 cg/I 106
Olraniun 6010 02031 31 245 200 cg/I 108 9, 1 75-125 20
I 6010 02031 31 224 200 ug/1 107
Manganese 6010 02031 20 563 500 ug/1 109 2.4 75-125 20
6010 02031 20 550 500 ug/1 107
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Nickel 6010 02031 <40 544 500 ug/1 106 3.2 75-125 20
6010 02031 ,40 527 500 ug/1 106
Lead 7421 0204G <3.0 56.0 50,0 cg/I 108 38 00-120 20
7421 0204G <3.0 48.8 50.0 cg/I 98
I VanadiU11 6010 02031 ,so 523 500 cg/I 104 2.2 75-125 20
6010 02031 ,so 524 500 cg/I 104
Zinc 6010 02031 24 556 500 cg/I 106 3.9 75-125 20
I 6010 02031 24 534 500 cg/I 106
CactniU'll 7131 0204G <0.30 5.81 5.00 cg/I 113 0 80-120 20
7131 0204G <0.30 5.62 5.00 cg/I 113
Mtirra,y 7041 02031 ,10 488 500 ug/1 91 4.2 80-120 20
I 7041 02031 ,10 538 500 ug/1 96
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I STL Savannah Client Applied Earth Sciences Work Order ID Macon Dockery/190-00001-0lY
Laboratory ID S380607*32
Sample ID Matrix Spike Result (MW-23)
I Matrix LI Sampled ' Percent Solids Received:
MS/MSD RESULTS SUMMARY REPORT
I Parameter Method Batch Parent Spike Expected lhits Spike % Spike\ Accuracy Precision
Result Result Value Recovery RPO Lin it Li11it
I Acetone 8021 100205 <10 430 400 ug/1 108 6.9 40-130 30
8021 1B0205 <10 440 400 ug/1 110
Benzene 8021 180205 <1 .o 19 20 ug/1 95 5. 1 48-152 24
8021 180205 <1 .o 19 20 ug/1 95
I Toluene 8021 180205 <1 .o 19 20 ug/1 95 5. 1 62-133 27
8021 180205 <1 .0 18 20 ug/1 90
Surn:93te -
I a,a,a-Triflwrotolucne • 8021 1B0205 93 % 30 30 ug/1 100 70-130
8021 7B0205 93 % 28 30 ug/1 93
1 , 1-0 i ch I oroethenc 8021 180205 <1.0 23 20 ug/1 115 9.5 37-163 40
8021 180205 <1.0 23 20 ug/1 115
I Tri ch I oroethene 8021 1B0205 2.9 21 20 ug/1 105 4.2 49-138 49
8021 1B0205 2.9 24 20 ug/1 105
Surrogate -
I Brcmx:h I orancthane 8021 1B0205 100 % 9.5 10 ug/1 95 70-130
8021 1B0205 100 % 9.4 10 ug/1 100
Bariun 6010 02031 <50 2090 2000 ug/1 104 3.2 75-125 20
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6010 02031 <50 2150 2000 ug/1 104
Beryl I iun 6010 02031 <5.0 53.6 50.0 ug/1 107 0. 78 75-125 20
6010 02031 <5.0 52.2 50.0 ug/1 108
0,raniun 6010 02031 <10 218 200 ug/1 108 9.1 75-125 20
I 6010 02031 <10 224 200 ug/1 107
Mangarese 6010 02031 33 577 500 ug/1 109 2.4 75-125 20
6010 02031 33 550 500 ug/1 107
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Nickel 6010 02031 <40 542 500 ug/1 106 3.2 75-125 20
6010 02031 <40 527 500 ug/1 106
Lead 7421 0204G <3.0 48.5 50.0 ug/1 108 38 80-120 20
7421 0204G <3.0 48.8 50.0 ug/1 98
I VanadilJ'l1 6010 02031 <50 529 500 ug/1 104 2.2 75-125 20
6010 02031 <50 524 500 ug/1 104
Zinc 6010 02031 <20 538 500 ug/1 106 3.9 75-125 20
I 6010 02031 <20 534 500 ug/1 106
Caciniun 7131 0204G <(). 30 5.58 5.00 ug/1 113 0 80-120 20
7131 0204G <(). 30 5.62 5.00 ug/1 113
Antirrooy 7041 02031 <10 528 500 ug/1 91 4.2 80-120 20
I 7041 02031 <10 538 500 ug/1 96
t.lercury 7470 0203R <(). 20 0.996 ug/1 100 0.50 80-120
7470 0203R <(). 20 1. 01 ug/1 101
I
I
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(SIGNATURE)
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL
PROJECT NO. PROJECT LOCl\,TION /C?oooco1 D 1 1sTATE1 0c..
P.O. NUMBER CONTRACT NO.
ltc.
A I I<..
MATRIX
TYPE
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TIME RELINQUISHED BY: ISIGNATUREI --~ f/;q/~i q:3l)Cu
DATE TIME RECEIVED BY: ISIGNATUREI
0 STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
0 Alternate Laboratory Name/location
REQUIRED ANALYSIS
NUMBER OF CONTAINERS SUBMITTED
·3 I
31
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l I
\Vebsite: vnAv.sti-inc.com
Phone: [phone]
Fax: 19121352·0165
Phone:
Fax:
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DATE TIME RELINQUISHED BY: !SIGNAIUREJ DATE
DATE TIME RECEIVED BY: !SIGNATURE) DATE
LABORATORY REMARKS
- -
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STL824o-630 ! l 2/02!
PROJECT NO.
I ,,...,............_l-D
P.O. NUMBER
MATRIX
TYPE
----r:al iilll-Je 1 11111114 ~ -C) STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
0 Alternate Laboratory Name/location
REQUIRED ANALYSIS
Website: 'it,'WW.Sti-inc.corri
Phone: [phone]
Fax: [phone]
Phone:
Fax:
PAGE
CONTRACT NO. ..., ;,) STANDARD REPORT
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, ______ \ "'ao:~ ~~Es:= DATEDUE
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NUMBER OF CONTAINERS SUBMITTED REMARKS
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DATE / TIME
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RELINQUISHED BY: (SIGNATURE! DATE TIME RELINQUISHED BY: !SIGNATUR~! DA.TE TIME
DATE TIME RECEIVED BY: !SIGNATURE! DATE TIME RECEIVED BY: (SIGtlATURU DATE I TIME
LABORATORY REMARKS