NCD003446721_20010213_Celeanse Corporation - Shelby Fiber_FRBCERCLA RD_Semi-Annual Progress and O and M Report November 2001 - January 2002-OCR

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SEMI-ANNUAL PROGRESS
&O&MREPORT
NOVEMBER 2001 THROUGH JANUARY 2002
MACONffiOCKERY SITE
Prepared for:
Ii jj' /,; '. : U, /, 1
/ -r--·. ' . . \
I '11 '
/ FEB 1 5 2002
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I L ..
United States Environmental Protection Agency
Region 4
6 l Forsyth Street, S. W.
Atlanta, Georgia 30303-3 I 04
Prepared by:
Applied Earth Sciences, Inc.
434 Copperfield Blvd. NE, Suite B
Concord, North Carolina 28025
February 13, 2002
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February I 0, 2002
Ms. Giezelle S. Bennett
Remedial Project Manager
United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery Site -Cordova, North Carolina
Semi-Annual Progress and O&M Report -November 2001 through January 2002
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group ("Group"), the November 2001 through January 2002
Monthly Progress and O&M Report 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 attached report includes the provisions included in the
recommendations section of the USEP A -Region IV Five Year Review Report dated September
2000. This report describes activities, which occurred during the period of November 2001 through
January 2002 as part of the Remedial Action phase of this project. Specifically, this report details
the operational status of the groundwater remediation systems and the results of the semi-annual
groundwater sampling event conducted for the period.
PROJECT TASKS INITIATED OR COMPLETED THROUGH .JANUARY 2002:
• Weekly O & M of the systems
• Quarterly effluent sampling of the remediation systems
• Semi-annual sampling of groundwater monitoring wells and remedial systems influent
RESULTS OF SAMPLING AND TESTING AND OTHER DAT A RECEIVED:
434 Copperfield Blvd. N.E., Suite B • Concord, North Cmolina 28025 • Tel: [phone] • Fax: [phone]
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Ms. Giezelle Bennett
February 13, 2002
Page No. 2
Laboratory results for the quarterly effluent sampling of the remediation systems are included in this
progress report. Tables 1 to 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 except for the following parameters:
Analytical Result Remediation
Sample Location Analytical Parameter Performance (ug/L) Standard (ug/L)
Upper Dockery Manganese 120 50 Effluent
Ug/L -micrograms per liter
A review of historical laboratory analytical data from the effluent samples collected from the Upper
Dockery Source Area system effluent indicates that manganese concentrations are not commonly
higher than the Remediation Performance Standard of 50 parts per billion (ug/L). In a letter dated
March 28, 1995, the MDSG requested that NC DENR allow for "the discharge of treated water from
the air stripper system directly to the infiltration gallery WITHOUT treating for manganese." The
request was granted by Ms. Giezelle Bennett in a letter to the MDSG dated March 28, 1995.
During the January 2002 quarterly sampling event, system samples were not collected from the
Lower Dockery remedial system due to operational difficulties. The system was not running at the
time of the sampling event. Upon operation of the system, samples will be collected and the
analyitcal results reported in the April 2002 Quarterly Monitoring Report. The section of this report
entitled "Operational Difficulties and Delays" summarizes repairs and system difficulties
encountered at the site during the quarterly monitoring period.
On December 27, 2001, the SVE observation wells were properly abandoned and the SVE remedial
system was dismantled, but remains onsite.
The following table summarizes the remedial systems performance for the period November 1, 2001
through January 31, 2002:
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Ms. Giezelle Bennett
February 13, 2002
Page No. 3
Remediation Total Gallons
System Removed For
Location Period
Upper/Lower 7,684,594
Macon Gallons
Lower 1,615 Gallons
Dockery
Upper 558,782 Gallons
Dockery
Upper Macon 125,578 Gallons
Source Area
GPM -Gallons per mmute
Average Flow MassVOC Total voe Percent
Rate For Removal For Removal Since Operational
Period Period Start-Up For Period
65.07 GPM 2.09 pounds 9.57 pounds 85 %
0.01 GPM 0.00 pounds 0.00 pounds 10%
4.73 GPM 0.43 pounds 21. 73 pounds 100%
l.06GPM 0.71 pounds 39.76 pounds 100%
TASKS PLANNED FOR PERIOD NOVEMBER 1, 2001 THROUGH DECEMBER 31, 2001:
• Weekly O&M of systems
• Quarterly sampling of groundwater remediation systems in April 2002
OPERATIONAL DIFFICULTIES AND DELAYS:
• November 6, 2001 through November 21, 2001 -The pump motor went down on the Upper
Macon remediation system. The motor was repaired and the system was running by December
18, 2001.
• November 15, 2001 through November 21, 200 I -The shaft coupling between the motor and
the recirculation pump failed on the Lower Dockery remediation system resulting in system shut
down. On November 21, 200 I the coupling was replaced and the system was restarted.
• December 18 through February 8, 2002 -A loose union connected to the effluent pump caused
the Lower Dockery remediation system to be shut down. The union was replaced, but the system
was not restarted. The effluent pump was found frozen on December 28, 200 I and was repaired.
The bag filter froze in January and was repaired, but the system remains down because a water
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Ms. Giezelle Bennett
February 13, 2002
Page No. 4
tanker truck needs to be mobilized to the site to restart the system. The system should restart by
February 15, 2002.
• Mid December -The air stripper blower on the Upper Macon remediation system was
vandalized and the housing to the blower was damaged. The lock was secure on the fence and
the motor housing was repaired. The system was running by January 9, 2002.
• January 25 through February 8, 2002 - A failed air stripper blower caused the Upper Macon
system to be inoperable. The blower tripped on January 25, 2002 and the system was restarted.
Again on February 8, 2002 the blower tripped and the system was restarted.
• February 8, 2002 -The blower on the air stripper at the Upper Dockery groundwater remediation
system tripped and caused the system to shut down. The system was reset and restarted.
_.f--·
/1 -· , en Gullage
' ~(v Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, COM Federal Programs
David Mattison, NC Super Fund Section
----1!!111 11!11!1
Sample Date I, l -Dichloroethane
Location
2/IJ/%
UO Influent 2/IJ/96
2/l4(96
2/!4'96
2/!4/96
2/14/96
2/15/96
21 J 5/96
2/16/96
2/17/96
2117/96
'})22/96
l/22196
1128/96
2128/96
J/8/96
4/J/96
4D/%
5/3/%
6/5/%
7/1/96
8/1/96
11/7/96
11171%
Remecha11on Performance Standard
NA .. Not Analyzed
Note: • Ac1:tone confirmed by Method 8260
NS • Not Sampled
(ug/L)
4.8
n
4)
65
44
4.0
4.5
5.5
7.5
5.7
5 5
54
4.9
64
6.8
5.2
J.6
)
4
2
2
6.1
''° NA
)500
-iliiiil
TABLE I
Influent and Effluent Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond Count)' North Carolina "
&iiii
1,1 -Dichloroethene Cis/traflS-1,2-Dichloroethene Tetrachloroethene '·' (ug/L) (ug/L) (ug/L)
ISOE I.) I.)
ll0 <IO <l.O
89E " <l.0
100 <1.0 <t.0
l20E 14 I.)
110 <1.0 <1.0
!JOE 1.2 1.4
140 2 <1.0
160 <l.O <1.0
180E 1.7 2.1
120 <!.O <1.0
150E I 4 <1.0
% <l.O <l.0
200E 19 I
240 <1.0 <1.0
ll0 1.7 <1,0
t60E 11 " 92 <1.0 <!.O
ll0 <1.0 <!.0
110 <1,0 <l.O
77 <1.0 <1.0
220 <5.0 <5,0
240 <IO <IO
NA NA NA
70
liiiiil --- -- -
I-Trichloroethane Trichloroethylene Toluene
(ug/L) (ug./L) (ug/L)
54 8 )
)) <1.0 <1.0
55 '-5 <IO
H 5,J <LO
50 7.9 <1.0
48 7.8 <10
54 8) <l.O
" 8.6 2.8 ... IO <1.0
62 94 <1.0
42 64 <1.0
52 5.7 <1.0
<S 5.5 <J.0
19 SJ <IO
50 <1.0 <IO
55 J.8 <IO
38 " <I 0
25 J.9 <IO
38 48 <IO
5.2 <1.0 28
25 J.6 <1,0
52 5.7 <50
54 ,,o <10
NA NA NA
200 2.8 1000
---- --
Sample Date
Location
2/13/96
UD Influent 2/13/96
2/14/96
2/14/96
2/14/96
2/!4/96
2/l 5/96
2/15196 v,.,,.
2/17196
2/17/96
'2122196
2122196
2/28196
2/28196
]/8/96
4/J/96
4fJ/96
5IJ1%
615/96
7/1/96
8/!/96
I ln/96
l l/7/96
Remed1a11on Performance Standard
NA = Not Analyzed
l",:ote: • Acetone confirmed by Method 82
NS = Not Sampled
1!11!1 1111111 111111
TABLE I (Continued)
Influent and Effluent Analytical Results
Upper Dockery
Richmond County, l1forth Carolina
Total Xyhmes Acetone Chromium Barium Mllllganese
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
3.1 <JO 20 92 ..
<J.O <JO <10 <50 <5,0
<3 0 <10 12 5J 14
<3 0 <10 <JO <50 <S.O
<J.O <10 II " 14
<3.0 <JO <JO <SO <S.O
<3.0 <JO 19 81 5J
<3.0 <10 <10 <SO <S.O
<3.0 <10 II 57 II
<J.O <10 <JO 55 12
<J.O <JO <JO <50 <5.0
<J.O <JO 13 <50 13
<3 0 <10 <10 <50 <SO
<J.O <10 II <50 7.7
<3 o •.10 <,10 ,so -cs 0
<3 0 <10 <10 <SO <5.0
<3 0 <10 II 52 <5.0
<3 0 <JO <]0 <50 <5,0
<J.O <JO 16 58 <5.0
<3 0 <10 <10 <SO <S.O
<J.O <10 <JO <50 <5 0
<IS <50 II <50 5.5
<)0 2100 19 61 9.5
NA 150° NA NA NA
400 3500 so 1000 50
1111111 iiii - - -- -
Zinc ''"' Suspended Solids
(ug/1.) (ug/L) (mg.IL)
33 3.1 51
<20 <3.0 <5.0
<20 <J.O 52
<20 <3 0 <5.0
<20 <3 0 <S.O
<20 <3.0 <SO
<20 <J.O <S.O
<20 <3.0 <5.0
<20 <J.O <5.0
<20 <3.0 g
.:20 <3.0 <5.0
<20 <3.0 <5 0
<20 <J.O <5.0
<20 <3 0 <S.O
<20 •:J.O ..:5 0
<20 <J.O g
<20 <J.O <,0
<20 <J.0 <S 0
<20 <J.O <5.0
<20 <),0 <S.O
<20 <3.0 5
<20 <3.0 JO
<20 <3,0 <5.0
NA NA NA
5000 IS
----
Sample
Location
UD Emuem
-
Date
1/9198
2/S/98
J/5/98
4/3198
5/7/98
6/5/98
719/98
S/7/98
9/J0/98
I 0/2/98
Jl/4/98
12/1/98
1/l !/99
2/J !/99
3/S/99
418/99
S/12/9<}
6/10/99
7/S/99
8/5/99
9/9/99
10/14/99
I J/3/99
1213/99
3/9/00
417/00
5/9/00
6/9/00
717/00
8/J/00
9/25/00
I 0/12/00
1/18/01
5/3/01
7/11/01
I0/!8/01
--
I, I -Dichloroethane
(ug/L}
<l.0
<1,0
<1.0
<1.0
<1,0
<1.0
<:J,0
<l.O
<1,0
<1.0
<1.0
<1.0
<10
<1.0
<1,0
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O
<l.O
<!.O
<1.0
<1.0
<1.0
<1.0
<1,0
<1.0
<l.O
<l.O
<1.0
<10
<10
VD Effiuen1 1/16/02 • <l.O •
Rcmed1auon Performance Standard
NA• Nol Analyzed
)500
11!!!1 11!!11
TABLE I
Influent and Effiucnt Analytical Results
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
1, l -Oichloroethene
(ug/L)
Ci:./uans-1,2-Dichloroethene
(ug/L)
Tetrachloroethenc
(ug/L)
<!.O <1.0 <LO
<1.0 <1.0 <J,0
<1.0 <1.0 <!.0
<1.0 <IO <!.O
<I 0 <1.0 <1.0
25 <1.0 <1.0
<I 0 <1.0 <I 0
<l.O <l.O <1.0
<I 0 <1.0 <I 0
<l.0 <1.0 <I 0
<1.0 <1.0 <I 0
<1.0 <1.0 <l.O
<1.0 <J,0 <1.0
<1.0 <1.0 <1.0
<10 <LO <1.0
<1.0 <1.0 <1.0
<IO <1.0 <l.O
<l.O <1.0 <I 0
<t.0 <1.0 <l.0
<1.0 <1.0 <l.O
<1.0 <I 0 <1.0
<1.0 <10 <1.0
<1.0 <l.O <1.0
<1.0 <1.0 <1.0
2.1 <1.0 <1.0
<10 <1.0 <10
<l.O <1.0 <I 0
<!.0 <1.0 <LO
<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 <l.O <1.0
<1.0 <10 <I O
<1.0 <J.0 <I 0
<1.0 <1.0 <I 0
<1,0 <J.O <l.0•
l, 1, !-Trichloroethane
(ug/L}
<IO
<J.O
<1,0
<IO
<i.O
55
<1.0
<l.O
<l.O
<J,0
<1.0
<LO
<l.O
<1.0
<1.0
<1.0
<l.O
<1,0
<l.O
<l.O
<10
<10
<1.0
<1.0
<1.0
<1 0
<1.0
<J.O
<1.0
<1.0
<I 0
<10
<1.0
<1.0
<1.0
<1.0
<J.O.
200
NS,. Not Sampled Note • Acetone confirmed by Method 8260
liiiili
T rich!oroethylene
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.O
<!.0
<1.0
<1.0
<J.O
<1.0
<1.0
<1.0
<I 0
<10
<I 0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<J.O
<!.O
<I 0
<10
<!.O
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<l.O
<10
2.8
iiil
Toluene
(ug/L)
<1.0
<1.0
<1.0
<l.0
<1,0
<1,0
<1.0
<1.0
<J.0
<l.0
<l.O
<1.0
<!.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1,0
<l.O
<l.O
<1.0
<!.O
<10
<10
<1.0
<1.0
<1.0
<10
<LO
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0-
IOOO
- -- -
--- --
Sample Date
Location
UD Effiuent ]/'l/98
2/5/()8
)/5/98
4/3/98 .snNs
b/5/98
7/9/98
817/98
9/!0/98
I 0/2/98
I 1/4/98
12/1/98
1/11/99
2/1 J/99
3/5/99
4/8199
5/12/99
6/J0/99
7/81'¥,
8/~/99
919/99
10114199
111)199
!21.ll'l<J
J/9/00
417/00
5/9100
6/WOO
717/00
8/3/00
9/25/00
10/12/00
1/18/01
5/J/O l
7/11/01
]0/18/01
UD Effiuent 1/16/02
Remediation Performance Standard
NA ; No1 Analyzed
l!l!!!!!I l!!IEI l!!EI
TABLE I (Continued)
Influent and Effluent Analytical Results
Upper Dockery
Richmond County, North Carolina
Total Xylenes Acetone Chromium Barium Manganese
(ug/L) (ug/L) (ug/L) {ug/L) {ug/L)
<) 0 <10 II <.SO <5.0
<) 0 <10 <10 <50 <:5.0
<J.O <10 <10 <200 <15
<3.0 <10 <10 <200 5.2
<3.0 <10 10 <SO <5 0
<J 0 <10 <10 5' <5.0
<J.O <10 <10 SI <5.0
<J,0 <10 13 53 <5.0
<J.O <10 II 58 <5.0
<J 0 <25 <10 54 <10
<3.0 <10 II 61 6.J
<3.0 <25 14 6) 40
<).0 <10 II 55 <5.0
<J.O <10 " 73 n
<J.O <25 II 62 <5.0
<J 0 <10 II 54 <.S 0
<J.O <10 12 57 <5.0
<3.0 <10 13 66 <5.0
<3.0 <10 10 64 <S 0
<3 0 <10 14 66 <5.0
<J 0 <I 0 14 61 <5.0
<J.O <10 14 60 <5 0
<J.O <10 ll 58 <5 0
<:) 0 <10 11 M <~ 0
<J.O <10 14 74 " <] 0 .::10 <10 160 8.0
<3.0 <10 14 69 <5 0
<3,0 <10 <10 79 <5 0
<3 0 <10 <10 9S 10
<3 0 <10 <10 78 <5,0
<3,0 <10 <10 85 <5 0
<J.O <10 <10 84 <S 0
<J.O <10 <10 100 6 J
<3.0 <10 14 80 5.7
<3.0 <10 27 79 43.0
<J.O <10 14 74 54
<J.O ' <JO· 18 • 130, 120,
400 JSOO 50 1000 so
liiliil iiiiii llliii lilliil
Zinc Lead Suspended Solids
(ug/L) {ug/L) (mg/L)
<20 <3.0 <5.0
<20 <3.0 <.S 0
<20 <),0 <5.0
<20 <3,0 <5,0
<20 <3 0 <5 0
<20 <J.O <5,0
<20 <J.O <5,0
<20 <).0 <5.0
<20 <J.O <5.0
<20 <J.0 <5.0
<20 <J.O 12
<20 <3.0 <5.0
<20 <J.0 <5.0
<20 <J.O <5.0
<20 <J.0 <5.0
<20 <J.0 <5.0
<20 <3.0 <5.0
<20 <).0 <5,0
<20 <).0 <5.0
<20 S.1 <5.0
<20 <J.O <5.0
<20 <).0 <S 0
<20 <J 0 <5.0
<20 --:J 0 <.~ 0
<20 <J.O <5.0
<20 <J.O <5,0
<20 <) 0 <5,0
<20 <J.O <5 0
<20 <J.0 <So
<20 <J.O <5.0
<20 <J.O <5.0
<20 <J.O <5.0
<20 <) 0 <5.0
<20 <) 0 <5.0
27 <J.O 8.0
<20 <3.0 <5 0
JS . 5 • <SO
5000 "
--- -- -
Sample
Location
UD !nfluenl
UD Jnnuenl
Date
2/5/97
5/14/97
8/7/97
1 I/IJ/97
2/5/98
Snt98
7/9/98
8/7/98
11/4/98
Z/11/99
5/! 2/99
8/5199
11/3/99
5/9/00
81)/00
1/l&/01
7/11/01
1116/02 ,
Remed1at1on P~,forrnance Standard
~A~ Nol Analyzed
Nole • Acetone confirmed by Method 8260
-~S -t\'01 Sampled
UD Effiuenl 5/3/96
6/5/96
7/1/96
8/1/96
9/4/96
!Oil/%
l 1/7/96
12/5/96
l/6/97
2/5/97
J/J 2/97
4/8/97
5/14197
b/6/97
7/"'J97
8/7/97
915/97
10/2/97
I l/lJ/97
12/5/97
Remed1al1on Performance Standard
:,.IA= Not Analyzed
-- -- -
TABLE I
Influent and Effluent Analytical Results
lipper Dockery
Macon/Dockery Site
Richmond County, North Carolina
- -
! -Dichloroethane I, I -Dichloroethenc Cis/tran~-l.2-Dichloroethene Tetrachloroethene I, I-Trichloroethane
(ug/L) (ug/L) {ug/L) (ug/1..) (ug/L)
<25 100 <25 <25 JI
<IO 56 <1.0 <1.0 16
<l.O )9 <1.0 <l.O I)
<2 88 <2 <2 16
<1.0 74 <1.0 <1.0 18
<5 0 110 <5.0 <5.0 " <5.0 69 <5.0 <5.0 17
<5.0 120 <5,0 <:S.O 20
<5.0 140 <5,0 <5.0 " <S.O 75 <S.O <5.0 I)
<5.0 110 <S.O <5.0 20
<5.0 110 <5 0 <5 0 2)
<5.0 ISO <5.0 <5,0 26
<S.O 64 <S.O <50 ,,
<5 0 62 <5.0 <5 0 IO
<5.0 76 <50 <50 12
IO 68 <50 <5,0 " <5,0 • 82 <5 0 • <5,0 • 9.8 •
3500 JO 200
<1.0 <1.0 <1.0 <!.O <IO
<1.0 <IO <!.O <IO <IO
<1.0 <1.0 <!.O <IO <1.0
<l.O <1.0 <!.O <IO <1.0
<1.0 <1.0 <1,0 <!.O <IO
<IO <1.0 <l.O <!.O <IO
<1.0 <1.0 <l.O <l.O <l.O
<1.0 1.5 <IO <l.0 <IO
<1.0 <l.O <l.O <1.0 <l.O
<1.0 <1.0 <l.O <l.O <l.0
<1.0 <1.0 <l.O <1.0 <IO
<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 <l.O
<1.0 <1.0 <IO <1.0 <)0
<1.0 <IO <1.0 <1.0 <!.O
<J.0 <1,0 <1.0 <1.0 <1.0
<IO <l.0 <1.0 <IO <1.0
<!.O <!.O <1.0 <1.0 <1.0
<1.0 <l.0 <1.0 <LO <1.0
3500 JO 200
NS = Nol Sampled No1e • Acetone confirmed by Method 8260
-
Trichloroethylene
(ug/L)
<25
) 5
2.2
4.2
JJ
<5.0
<5.0
64
<S.O
7.0
'4
so
5.0
<5,0
<5,0
<SO
'·' <5.0
2 8
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<IO
<IO
<1.0
<IO
<!.O
<LO
<l.O
<IO
<IO
<1.0
28
-
Toluene
(ug/L)
<25
<10
<l.O
<2
<1.0
<5.0
NS
<S.O
<5.0
<5.0
<5.0
<5.0
<5.0
<5 0
<5 0
<5 0
<5 0
<5.0 ,
1000
<IO ,.,
<t.O
<l.0
<1.0
<1,0
<LO
<IO
<l.O
<l.0
<!.O
<l.O
<1,0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
1000
---i....
--- -- - -
Sample Date
Location
UD Influent Z/S/97
S/14197
817/97
l 1/13/97
2/5/98
517/98
7/9/98
817/98
11/4/<,)8
2/11/99
S/12/99
815/99
! 1/J/99
5/9/00
8/3/00
l/!8101
7/11/01
UD Influent 1116102 ,
Remed1a11on Performance Standard
NA -Not Analyzed
Note: • Acetone confirmed by Method 82
NS -Not Sampled
UD Effiuent 5/3!%
6/5/96
7/1196
811/96
9/4196
10/11%
11/7/96
12./5196
116/97
2/5197
3112197
4/8/97
5/14197
b/6/97
712/97
8/7/97
9/5/97
10/2/97
l 1/13/97
12./5/97
Remed1at1on Performance Standard
NA ,. Not Analyzed
--- -
TABLE I (Continued)
Influent and Effiuent Analytical Results
Upper Docker,-·
Richmond Cou!lty, 1''orth Carolina
Total Xylcnes Acetone Chromium Barium Manganese
(ug/L) (ug/LJ (ug/L) (ug/L) {ug/L)
<75 <250 12 51 <5.0
<3 0 <IO <IO 58 5.3
<J.O <IO <10 <50 <5.0
<6 <20 14.7 55.6 10,J
<3.0 <10 " 65 78
<15 110 16 50 " NS NS NS NS NS
<SO <50 13 50 <S.O
<15 <50 23 93 61
<IS <50 II 62 <SO
<IS <SO 13 59 7.2
<IS <SO 14 66 <SO
<IS <SO lJ 60 <50
...::15 <50 14 65 <50
<15 <50 <10 77 <S 0
<15 <50 <10 110 32
<15 <50 31 110 74
<!S ' <50 • <\O • 9J. 6.S •
400 3500 50 1000 50
<J.0 52 <10 <50 <SO
<3.0 <10 <10 <50 <5.0
<3.0 <10 <10 <50 <SO
<3.0 20 14 51 7
<3.0 <10 <10 55 <5.0
<J.0 <10 <10 <50 5.9
<3.0 <10 15 59 <5.0
<3.0 <10 12 54 5.1
<3.0 <10 ll 54 <5 0
<3,0 <10 15 61 59
<3.0 <10 <10 69 <5.0
<3.0 <10 <10 61 <SO
<),0 <10 <10 60 7.2
<J.0 <10 <10 52 <SO
<J.0 <10 <10 55 <50
<3 0 <IO <10 <50 <SO
<J.0 <10 <10 110 5.2
<J.0 <10 <10 50.1 <SO
<3,0 <10 12 I 67.9 18.6
<3.0 <10 <10 <50 <5,0
400 3500 so IOOO so
- --- ----
Zinc Lead Suspended Solids
(ug/1..) (ug/L) (mg/L)
<20 <3.0 <5.0
<20 <3.0 <:5.0
<20 <3 0 <S 0
<20 <J.O <5.0
<20 <J.O 36
<20 <J.O <5,0
NS NS NS
<20 <J.O <S.O
<'.!O <J.O 90
<20 <J.0 80
<20 <3.0 38
<20 8.9 <S.0
<20 <3,0 <5.0
<20 <J.O <SO
<20 <J.O <5.0
<20 <J.O <5.0
<'.!O 3.3 280
<20 • <3.0 -<5.0-
5000 15
<20 <3.0 <5.0
<20 <J.0 <5.0
<20 <),0 <50
<20 <3.0 8
<20 <),0 <5,0
<20 <J.0 <S.0
<20 <JO <5.0
<20 <J.0 <5.0
<20 <J,0 <5.0
<20 <3.0 <5.0
<20 <JO <5.0
<20 <JO <5.0
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 <3.0 <5.0
<20 <3.0 <S.0
<20 <3.0 <5.0
<20 <J.0 <5.0
24.8 <J.0 <5.0
<20 <3.0 <50
5000 15
--- -- -
Sample Date Chlorofonn
Location (ug/L)
LO Intluent 2/13/96 I. I
2/14/96 13
2/14/96 <!.O
2/14/96 1.6
2/14/96 <1.0
2/15/96 1.2
2/! 6/96 3 3
2/22/96 2.5
2/28/96 1.2
2/28/96 <1.0
3/8/96 2
4/3/96 <LO
5/3/96 <LO
615/96 <1.0
8/1/96 <2.0
11/7/96 <2.0
--- --
TABLE 2
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
- - -
I, 1 • Dichloroethane I, I -Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride
(ug/L) (ug/L) (ug/L) (ug/L)
80 33 <1.0 <2.0
1 IOE 43 <1.0 <2.0
80 13 <1.0 <2.0
94E 39 1.8 1.7
64 16 2.2 2.5
82 32 I. 7 <2.0
95 35 2.6 <2.0
5.8 100 <1.0 <2.0
93E 33 <1.0 <2.0
92 35 <1.0 <2.0
110 47 <1.0 <2.0
79 36 <1.0 <2.0
71 30 1.7 <2.0
67 32 I.I 2
83 27 <4.0 <2.0
69 28 <2.0 <4.0
Remediatmn Performance Standard 3500 7 70 5
* the influent and emuent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analytical result.
LD Influent 3/12/97
5/14/97
8/7/97
11/13/97
2/5/98
5/7/98
8/7/98
! l/4/98
•211 ]/99
5/12/99
8/5/99
11/2/99
5/9/00
8/3100
1/18/01
7/11/01
9/21/01
<5.0
<1.0
<I 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 I
66
62
47
33
34
32
39
34
22
29
22
14
20
23
System
System
<1.0 I
21
25
15
13
7.4
8.2
7.6
7 .3
4.6
5.0
3.6
2.6
2.9
2.5
Do\.\TI
00\.\TI
<1.0 I
<5.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<!.O
<!.O
<1.0
<LO
<1.0
Not
Not
<LO I
<10
<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
Sampled
Sampled
<2.0
Remed1at1on Performance Standard 3500 7 70 5
• the influent and effiuent samples collected on 2-1 !-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analytical result.
I
- -
I, 1, I-Trichloroethane
(ug/L)
40
37
15
39
18
29
31
54
30
30
34
28
40
42
54
38
200
23
23
18
12
14
13
13
9.4
6.8
II
10
4.4
7.4
12 .. ..
<LO
200
- - -
--- --
Sample Date
Location
LD Influent 2/13/96
2/14/96
2/I ..J-/96
2/14/96
2/14/96
2/15/96
2116/96
2/22/96
2/28/96
2128196
3/8/96
413196
5/3/96
6/5/96
8/1196
! 1/7/96
- ---- ---
Trichloroethylene
(og/L)
6.4
8.6
<5.0
9
6.6
8.4
8.7
5.2
7.4
6.4
6.7
6.6
5.4
5.2
5.9
5.8
TABLE 2 (Continued)
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina ,
Benzene Toluene Total Xylenes Chromium Barium
(og/L) (og/L) (og/L) (og/L) (ug/L)
<2.0 17 <3.0 <10 <50
<2.0 8.3 <3.0 <10 <50
<2.0 <2.0 <3.0 <ID <50
<2.0 8.3 <3.0 <ID <50
<2.0 6.5 <3.0 <ID <50
<2.0 5.3 <3.0 <10 <50
<2.0 4.3 <3.0 <ID <50
1.8 13 3.4 14 <50
<2.0 u <3.0 <10 <50
<2.0 <2.0 <3.0 <10 <50
<2.0 <2.0 <3.0 <ID <50
<2.0 <2.0 <3.0 <ID <50
<2.0 <2.0 <3.0 <ID 16
<2.0 2.5 <3.0 <10 <50
<2.0 <2.0 <6.0 <10 <50
<2.0 <2.0 <6.0 <ID <50
Manganese
(ug/L)
260
250
<5.0
240
<5.0
200
190
240
120
<5.0
95
160
63
230
110
230
Remediauon Performance Standard Remediation Performance Stand -3::,00 7 70 5
---
Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (mg/L)
270 <0.30 <S.O
120 <0.30 <5.0
<20 <0.30 <5.0
110 <0.30 <5.0
<20 <0-30 <5.0
84 <0.30 <5.0
81 <0.30 <5.0
240 <0.30 <5.0
77 <0.30 8
<20 <0.30 <5.0
JO <0.30 <5.0
39 <0.30 <5.0
200 0.91 <5.0
46 <0.30 <5.0
<20 <0.30 5
<20 <0.30 <5.0
200
* the in!luenc and emuent samples coll• the influent and emuent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analytical result
LD Influent 3/12/97 <5.0 <5.0 <5.0 <15 <10 <50 76 <20 <0.30 <5.0
5/14/97 6.2 <1.0 <!.O <3.0 <10 <50 150 <20 <0.30 <5.0
8/7/97 4.1 <1.0 <1.0 <3.0 <10 <50 130 <20 <0.30 <5.0
11/13/97 3.5 <1.0 <1.0 <3.0 <ID <50 200 <20 <I <5.0
2/5/98 2 5 <1.0 <1.0 <3.0 <ID <50 340 <20 <0.30 71
5/7/98 3.6 <1.0 <1.0 <3.0 <ID <50 240 <20 <0.30 <5.0
8/7/98 2.6 <1.0 <1.0 <3.0 <ID <50 210 <20 <0.30 <5.0
l I/4/98 1.9 <1.0 <1.0 <3.0 <10 <50 270 <20 <0.30 37
*2/11/99 1.8 <1.0 <1.0 <3.0 <10 <50 260 <20 <0.30 <5.0
5/! 2/99 2.0 <1.0 <1.0 <3.0 <10 <50 190 <20 160 <5.0
8/5/99 1.3 <1.0 <1.0 <3.0 <10 <50 61 <20 <0.30 <5.0
11/2/99 1.0 <1.0 <1.0 <3.0 <ID <50 140 <20 <0.30 <5.0
5/9/00 <1.0 <1.0 <1.0 <3.0 <ID <50 70 <20 <0.30 <5.0
8/3/00 <IO <LO <1.0 <3.0 <ID <50 180 <20 <0.30 <5.0
1/18/01 ... System Down Not Sampled . ..
7/l 1/01 ... System Down Not Sampled ...
9/21/01 <1.0 I <1.0 I <1.0 I <3.0 I <10 I <50 I <5 I <20 I <0.30 I <5.0
Remediation Performance Standard 2.8 IOOO 400 50 1000 50 5000 5
• the influent and effiuent samples coll• the influent and effluent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected co illustrate the proper analytical result
- - -
--- - -
Sample Date
Loca1ion
LO Effluent 2/15/96
2/16/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3/96
8/1/96
9/4/96
10/1/96
11/7/96
12/5/96
1/6/97
3/12/97
4/8/97
5/14/97
6/6/97
7/2/97
8/7/97
9/5/97
10/2/97
11/13/97
l 2/5/97
Remed1at1on Performance Standard
LO Eflluent 1/9/98
2/5/98
3/5/98
4/3/98
5/7/98
6/5/98
7/9/98
8/7/98
9/10/98
10/2/98
11/4/98
12/1/98
I /I 1/99
'2/11/99
3/5/99
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
9/9/99
- -----TABLE2
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
-- -
Chloroform l, I -Dichlorocthane I 1 -Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride
("g/L) ("g/L) ("g/L) ("g/L) ("g/L)
<1.0 <!.O <1.0 <1.0 <2.0
<1.0 < l.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <LO <1.0 <2.0
<1.0 <1.0 <!.O <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <!.O <2.0
<1.0 <1.0 <1.0 <!.O <2.0
<LO <1.0 <1.0 <1.0 <2.0
<LO <1.0 <1.0 <1.0 <2.0
<LO <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <l.O <1.0 <2.0
<1.0 <1.0 <1.0 <!.O <2.0
<l.O <1.0 <1.0 <!.O <2.0
<1.0 <1.0 <1.0 <!.O <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
3500 7 70 5
• the influem and effiuent samples collected on 2-11-99 were rc,·crsed in the field. Table 2 hlU been corrected 10 illustrate the proper analytical result
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 17 3.2 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <LO <1.0 <5.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
--- - -
I, I, I-Trichloroethane
("g/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
<l.O
<1.0
< !.O
<LO
200
<1.0
<1.0
5.5
<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
<1.0
--- - -
Sample Date
Location
LO Effluent 2/15/96
2/16/96
2/22/96
2/28/96
3/8/96
4/3/96
5/3/96
8/1 /96
9/4/96
!0/1/96
11/7/96
12/5/96
1/6/97
3/12/97
4/8/97
5/14/97
6/6/97
7/2/97
8/7/97
9/5197
I 0/2/97
ll/13/97
12/5/97
----- ---
Trichloroethylene
(ug/L)
<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
<I .0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
TABLE 2 (Continued)
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Benzene Toluene Total Xylenes Chromium Barium
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3 0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<l.O <1.0 <3.0 <JO <50
<!.0 <1.0 <3.0 <JO <50
<1.0 <LO <3.0 <JO <50
<1.0 3.4 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO 70
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3_0 <JO <50
<1.0 <1.0 <3 0 <JO <50
<1.0 <l.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <10 <50
<1.0 <1.0 <3.0 <JO <50
<1.0 <1.0 <3.0 <JO <50
Manganese
(ug/L)
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
14
13
II
<5.0
35
6
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
160
Remediatrnn Performance Standard Remediation Perfonnance Stand 3500 7 70 5
---
Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (mg/L)
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 5
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 0.56 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 19
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5 0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <I <5.0
<20 <0.30 <5.0
200
• the influent and effiuent samples collected on 2· l 1-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analytical result.
LO Effiuent 1/9/98 <1.0 <1.0 <1.0 <3.0 <JO <50 34 <20 <0.30 <5.0
2/5/98 <1.0 <1.0 <1.0 <3.0 <JO <50 250 <20 <0.30 58
3/5/98 <1.0 <1.0 <1.0 <3.0 <JO <200 85 <20 <0.30 <5.0
4/3/98 <1.0 <1.0 <I 0 <3.0 <JO <200 39 <20 <0.30 <5.0
5/7/98 <1.0 <1.0 <1.0 <3.0 <JO <50 17 <20 <0.30 <5.0
6/5/98 <I 0 <].0 <1.0 <3.0 <JO <50 6.3 <20 <0.30 <5.0
7/9/98 <1.0 <1.0 <1.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
8/7/98 <I 0 < I.0 <1.0 <3.0 <JO <50 <5.0 <20 <0 30 <5.0
9/! 0/98 <1.0 <I_0 <l.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
I 0/2/98 <1.0 <1.0 <!.0 <3.0 <JO 17 140 <20 <0.30 <5.0
l 1/4/98 <1.0 <1.0 <1.0 <3.0 <JO <50 JO <20 <0.30 <5.0
12/1 /98 <!.0 <1.0 <1.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
1/11/99 <1.0 <l.0 <1.0 <3.0 <JO <50 5.2 <20 <0.30 <5.0
'2/11/99 <!.0 <1.0 <1.0 <3.0 <JO <50 I 5 <20 <0.30 <5.0
3/5/99 <l.0 <1.0 <1.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
4/8/99 <1.0 <l.0 <1.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
5/12/99 <1.0 <1.0 <1.0 <3.0 <JO <50 <5.0 <20 52 9.5
6/10/99 <1.0 <1.0 <1.0 <3.0 <JO <50 <5.0 <20 <0.30 <5.0
7/8/99 <1.0 <1.0 <1.0 <3.0 <10 <50 <5.0 <20 <0.30 <5.0
8/5/99 <1.0 <1.0 <1.0 <3.0 <JO <50 5.0 <20 <0.30 <5.0
9/9/99 <1.0 <1.0 <1.0 <3.0 <JO 72 520 31 <0.30 <5.0
- - -
---- -
Sample Date
Location
! 0/14/99
11/2/99
12/3/99
2/25/00
3/9/00
4/7/00
5/9/00
6/9/00
7/7/00
8/3/00
9/25/00
I 0/12/00
1/18/01
4/24/0 I
5/! !/OJ
7/! l/01
10/18/01
1/16/02 •
Rem~d1at1on Performance Standard
---- --
TABLE 2
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County North Carolina '
-- -
Chloroform I, I -Dichloroethane 1, 1 -Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride
(,g/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <!.0 <1.0 <1.0 <2.0
<1.0 2.5 <1.0 <1.0 <2.0
<1.0 2.8 <!.O <1.0 <2.0
<1.0 6.2 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0 .. System Down Not Sampled
<1.0 <1.0 <1.0 <1.0 <2.0
<l.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <1.0 <2.0
<LO <1.0 <1.0 <LO <2.0
<1.0 <1.0 <1.0 <1.0 <2.0 .. System Down Not Sampled
<1.0 I <1.0 I <1.0 I <1.0 I <2.0
<1.0 <1.0 <1.0 <1.0 <2.0 .. System Down Not Sampled
<I 0 I <1.0 I <J.0 I <1.0 I <2.0
System 001,',11 Not Sampled
3500 7 70 5
• the infiuent and emuent samples collected on 2-1 !-99 were reversed in the field, Table 2 has been corrected 10 illustrate the proper analytical result
- -- - -
I, I, I-Trichloroethane
(ug/L)
<1.0
<1.0
1.2
2.6
<1.0 ..
<1.0
<1.0
<1.0
< 1.0
<1.0
<1.0 ..
I <1.0
<1.0 ..
I <1.0
200
--- - -
Sample Date
Location
10/14/99
11 /2/99
12/3/99
2/25100
3/9/00
4/7/00
5/9/00
6/9/00
7/7/00
8/3/00
9/25/00
10/12/00
!/! 8/01
4/24/0 I
5/11/01
7/11/01
10/18/01
1/16/02 •
Remediation Performance Standard
--- --- --
Trichloroethylene
(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 I <1.0 ...
<1.0 I
2.8
TABLE 2 (Continued)
Influent and Effluent Analytical Results
Lower Dockery
Macon/Dockery Site
Richmond County, North Carolina
Benzene Toluene Total Xylenes Chromium Barium
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <1.0 <3.0 <10 93
<1.0 <1.0 <3.0 <10 <50
<1.0 <LO <3.0 <10 <50
<1.0 <LO <3.0 <10 <50
<1.0 <LO <3.0 <10 <50
System Down Not
<1.0 <1.0 <3.0 <10 <50
<1.0 <1.0 <3.0 <10 <50
<1.0 <1.0 <3.0 <10 <50
<1.0 <1.0 <3.0 <ID <50
<1.0 <1.0 <3.0 <10 <50
<1.0 <1.0 <3.0 <10 <50
System Down Not
<!.O I <1.0 I <3.0 I <10 I <50
<1.0 <1.0 <3.0 <10 <50
System Down Not
I
<1.0 I <IO I <3.0 I <10 I <50 I
System Down Not Sampled
]000 400 50 1000
Manganese
(ug/L)
470
II
110
320
53
Sampled
I 80
<5.0
100
<5.0
<5.0
<5.0
Sampled
<5.0 I <5.0
Sampled
<5.0 I
50
-- -
Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (mg/L)
38 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0 ...
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
<20 <0.30 <5.0
97 <0.30 <5.0
97 <0.30 <5.0 ...
<20 I <0.30 I <5.0
<20 <0.30 <5.0 ...
<20 I <0.30 I <5.0
5000 5
• the innuent and effiuent samples collected on 2-11-99 were reversed in the field, Table 2 has been corrected to illustrate the proper analytical result
-- -
-
u
-- -
Sample Date
Location
U1'.1SA Influent 2/13/96
2/14/96
2/14/96
2115196
21\6196
211719b
2/22/96
212.M/96
3/8/96
4/3/96
5(3/96
6/S/96
7/1/96
7/30/96
Remediation Perfonnance Standard
Note: NA= Not Analyzed
DUP -duplicate
UMSA Influent 11/7/96
2/4/97
(DUP) 2/4/97
5/12/97
(DUP) S/12/97
8/7/97
l 1/13/97
2/5/98
S/7/98
Sn/98
11/4/98
2/11/99
5/13/99
8/5/99
11/2199
2/16/00
5/8/00
8/2100
1/18/01
1/Jrl. ... 7/11/0 I
(1116/02)
Remediab.011 Performance Standard
Note: NA= Not Analyzed
DUP -duplicate
- ----- -
TABLE 3
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond Countv North Carolina ' Chloroform I, l -Dichloroelhane I, I -Dichloroethem: Cis/trans-1, 2· Dichloroethcne
(ug/L) (ug/L) (ug/J.,) (ug/L)
<1.0 I 5 14 19
I.I 14 II 10
<J.0 II 14 II
<1.0 12 14 II
<1.0 7.5 21 17
,;J.l) 9.7 " 16
I.I Ill 17 16
<1.0 9.8 16 13
<1.0 7.6 10 10
<1.0 5.5 16 8.5
<1.0 4.8 12 6.9
<1.0 8.7 22 6
<1.0 3.8 II 6.9
<LO 7.9 15 10
3500 7 70
<1.0 7.2 9.2 7.5
<1.0 3.0 27 7.8
<1.0 2.4 25 6.2
<1.0 3.8 26 16
<1.0 4.6 21 16
<1.0 I J.0 55 23
<LO 4.K 72 12
<2.0 12.0 110 21
<2.0 11.0 67 15
<10 <JO 120 <10
<10 <JO 180 <10
<10 16 370 12
<25 <25 380 <25
<25 <25 490 <25
<25 <25 480 <25
<2.0 59 32 37
<10 18 110 26
<10 <10 400 <10
<JO <JO 75 10
<25 44 330 57
<25 ' <25 570 , 60 ·
3500 7 70
- --- - - - -
Tetrachloroethene 1,1, 1-Trichlorocthanc Trichloroet.hylene Vinyl chloride
(ug/L) (ug/L) (ug/L) (ug/L)
16 5.9 25 <!.0
7.3 7.2 10 <1.0
17 6.1 17 <1.0
18 5.9 16 <1.0
14 9.7 25 <J.0
II 7 24 <LO
15 7.6 25 <1.0
12 5.8 21 <1.0
7.7 4.1 16 <1.0
7.4 5.4 18 <1.0
5.7 <1.0 12 <l.0
<1.0 6 13 I.I
4.8 4.3 12 <1.0
6.4 4.2 13 4.5
200 2.8
2.3 3.4 10 2
2.3 8.8 15 <1.0
1.8 7.9 14 <1.0
8.9 5 22 <1.0
8.2 3.7 18 <1.0
12 6.9 17 <J.0
8.7 12 13 <2.0
II 24 17 6.6
13 16 II 6.6
<20 22 <10 <10
<JO 23 <10 <10
30 57 14 <10
<25 61 <25 <25
<25 78 <25 <25
26 69 <25 <25
<2.0 <2.0 2.5 54
<10 <10 <10 <10
49 54 <10 <10
<10 <10 10 <JO
28 42 26 <25
27 , 25, <25. <25 ,
200 2.8
---
0
- - -
Sampk Date
Location
IJ1vlSA Influent 2/13/96
7Jl4/96
2/14/96
2115/96
2116196
2/17/96
2122/96
2/28/96
3/8/96
4/3/96
513196
6/5/96
7/1/96
7/30/96
Rernediaoou Perfonnance Standard
Note: NA~ Not Analyzed
DUP -duplicate
UMSA Influent I 1/7/96
2/4/97
(DUPJ 2/4/97
5/12/97
(DUP) 5/12/97
8/7/97
I I/13/97
215/98
517198
8/7/98
11/4/98
2111/99
5/13/99
815199
11/2/99
2/16/00
5/8/00
812100
1/18/0 I
7/11/0 I
.l,slo1... 161 J ~
Remediatwn Perfonnance Standard
Nc,te: NA= Not Analyzed
DUP · duplicate
-
Benzem:
(ugfL)
<l.O
1.5
I
1.3
<1.0
<1.0
<J.O
<I.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<10
<10
<IO
<25
<25
<25
<2.0
<IO
<10
<10
<25
<25'
-- -- - -
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.)
1.9 <10 140 300 55
<1.0 <IO 110 180 <20
<1.0 <10 110 160 20
I <10 100 140 <20
<1.0 <10 120 160 <20
<1.0 <10 110 110 <20
<1.0 <IO 120 65 <20
<1.0 <10 130 52 <20
<1.0 <10 130 41 <20
<l.O <10 110 27 <20
<l.0 <IO 97 21 <20
3.6 <10 130 19 <20
<l.O 11 110 13 <20
<LO <10 130 13 <20
1000 50 1000 50 5000
I <10 140 9.8 <20
<1.0 <10 150 24 <20
<1.0 <IO 140 17 <20
<1.0 <IO 120 68 <20
<1.0 <IO 150 55 <20
<l.U 34 210 93 <20
<2.0 <10 139 <5.0 <20
<2.0 <10 190 16 <20
<2.0 <10 190 50 <20
<10 <10 180 34 <20
<10 <10 180 22 <20
<IO <IO 200 25 <20
<25 <IO 160 14 <20
<25 <10 140 12 <20
<25 <10 180 13 <20
<2.0 <IO 290 53 <20
<10 <10 350 76 <20
<IO <IO 170 I 3 <20
<10 <10 98 <5.0 <20
<25 <10 360 <5.0 <20
<25' <10 , 340-5.2 • <20.
1000 50 1000 50 5000
Cadmium Lead
(ug/LJ (ug/LJ
<0.30 3.5
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 8.2
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
15
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 7.4
<I <3.0
<0.30 <3.0
<0.30 <3.0
<::0.30 <3.0
<::0.30 <3.0
<::0.30 <3.0
32 <3.0
<::0.30 5.9
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30, <3.0,
5 15
-- ----
Mercury Suspended Solids
(ug/LJ (mg/L)
<.2 21
<.2 <5.0
<.2 <5.0
<.2 <5.0
0.22 <5.0
<.2 <5.0
<.2 <5.0
<.2 7
<.2 <5.0
<.2 <5.0
<.2 <5.0
<.2 5
NA 5
NA 6
NA 10
NA 36
NA <5.0
NA <5.0
NA 5
NA NS
NA <5.0
NA <5.0
NA <5.0
NA <::5.0
NA 5
NA <::5.0
NA <5.0
NA <5.0
NA <5.0
NA <5.0
NA <::5.0
NA <5.0
NA <::5.0
NA <5.0
NA, <5.0
LI
--- -
Sample Date
Location
illvfSA Effiuent 'JJJ7/96
7)2]}96
2/28/96
3/8/96
4/3/96
5/3/96
6/5/96
7/1/96
7/30/96
9/4/96
10/1/96
11/7/96
1215196
1/6/97
2/4/97
3/12/97
4/8/97
5/12/97
6/6/97
7/2/97
8/7/97
9/5/97
10(})91
11/13/97
12/5/97
Remed1all0n Perfonnance Standard
Note: NA= Not Analyzed
- - -- -- -
TABLE 3
Influent and Effluent Analytical Results
Upper Macon Source Arca
Macon/Dockery Site
Richmond Countv North Carolina
Chloroform I, I • Dichloroethane I, I • Dichloroethene Cis/tr.ms-1,2•Dichloroethene
(ug/L)
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<J.0
<1.0
<1.0
<l.0
<1.0
<1.0
<l.O
<l.O
<!.0
<1.0
<1.0
<1.0
<1.0
(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
<i.O
<1.0
<LO
<1.0
<1.0
<l.O
<l.O
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
3500
DUP duplicate
(ug/L) (ug/L)
<l.O <LO
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<I.() <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<l.O <LO
<1.0 <LO
<l.O <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <l.0
<1.0 <l.O
<1.0 <1.0
7 70
- --- -- - -
Tetrachloroethene I, I, !-Trichloroethane Trichloroethylene Vinyl chloride
(ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <LO <1.0 <I.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 <J.0 <1.0 <1.0
<J.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 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <J.0 <1.0
<LO <1.0 <1.0 <1.0
<LO <1.0 <1.0 <l.O
<LO <1.0 <J.0 <l.O
<LO <1.0 <J.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<I.() <1.0 <1.0 <l.O
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <J.0 <LO
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
200 2.8
Note: NA= Not A
- -- -- -
Sample Date
Location
UI\1SA Effluent 2/17/96
7fl7196
2/28/96
3/8/96
4/3/96
5/3/96
6/5/96
7/1/96
7/30/96
9/4/96
IO/I/96
I ln/96
1215/96
1/6/97
2/4/97
3/12/97
4/8/97
5/12197
6/6/97
7/2/97
8/7/97
9/5/97
!0/2J97
ll/13/97
IV5/97
Reinediauon Perfonna.nce Standard
Note: NA= Not Analyzed
-
Benzene
(ug/L)
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<LO
<LO
<1.0
<1.0
<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
<LO
naiyzed
- -- - --
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 <JO 120 120 <20
<1.0 <JO 120 70 <20
<1.0 <JO 130 5 I <20
<1.0 <JO 120 37 <20
<1.0 <JO I JO 27 <20
<1.0 <JO 120 26 <20
2.9 <JO 130 22 <20
<LO 12 I JO 14 <20
<LO <JO 200 110 41
<1.0 II 170 68 26
<1.0 <JO 130 13 <20
<1.0 <JO 140 13 <20
<1.0 <JO 170 17 <20
<1.0 <JO 200 46 25
<J.0 <JO 160 29 <20
<1.0 <JO 130 30 <20
<1.0 <JO 200 30 <20
<l.O 12 210 95 35
<LO <JO 240 74 <20
<1.0 <JO 180 41 <20
<1.0 II 230 250 40
<1.0 <JO 130 27 <20
<l.O <JO I 85 31.5 <20
<l.O <JO 129 84.2 <20
<1.0 <JO 150 160 26
1000 50 1000 50 5000
DVP -duplicate
Cadmium Lead
(ug/L) (ug/L)
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 9.2
<0.30 66
0.47 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 3.5
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 <3.0
<0.30 4.8
<0.30 <3.0
<0.30 <3.0
<I <3.0
<0.30 6.5
15
-- - - - -
Mercury Suspended Solids
(ug/L) (mg/L)
<.2 <5,0
<.2 <5.0
<.2 <5.0
<.2 <5.0
<.2 5
<2 <5.0
<.2 6
NA <5.0
NA 23
NA 16
NA 24
NA 26
<0.20 5
NA 120
NA 8
NA <5.0
NA 7
NA JOO
NA <5.0
NA <5.0
NA NA
NA 22
NA II
NA 8
NA <5.0
I.I
-- --
Sample Date
Location
UMSA Efflucnt 1/9/98
2/5/98
3/5/98
4/3/98
Sn/98
6/5/98
7/9/98
8/7/98
9/1()/98
10/2/98
I 1/4/98
12/1/98
1/11/99
2/11/99
3/5/99
4/8/99
5/!3/99
6/10/99
7/8/99
8/5/99
9/9/99
10/14/99
11/2/99
12/3/99
2/16/00
3/9/00
4n!00
5/8/00
619/00
7/7/0U
8/2/00
9/25/00
I 0/12/00
1/18/0 I
5/3/0 I
7/11/0 I
I fa;/o .,_ l0/18/01
<'.@io'D
Remediatic,n Perfonnance Standard
Note: NA -Not Analyzed
-
Chloroform
(uglL)
<1.0
<1.0
<l.0
<1.0
<1.0
<J.0
<LO
<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
<l.O
<LO
<1.0
<LO
<1.0
<LO
<1.0
<J.0
<1.0
<1.0
<1.0
<I.0
<1.0
<LO
<1.0.
--- ---
TABLE 3
Influent and Effluent Analytical Results
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina " I, I -Dichloroethane 1,1 -Dichloroethene Cis/trnns-1, 2-Dichloroethene
(ug/L)
<1.0
<1.0
<LO
<J.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<J.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
3500
DUP duplicate
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
16
<1.0
<LO
<1.0
9.9
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
7
(ug/L)
<LO
<1.0
<1.0
<I.0
<l.O
<1.0
<1.0
<I.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<LO
<1.0
<1.0
<l.O
<1.0
<l.O
<1.0
<1.0
<i.O
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<LO
<1.0
<l.O
<!.O
<1.0 ,
70
----- ---
Tetrachloroethene 1,1, I-Trichloroethane Trichloroethy!ene Vinyl chloride
(ug/L) (ug'L) (ug/L) (ug/L)
<1.0 <l.0 <1.0 <LO
<1.0 <l.0 <1.0 <1.0
<l.U <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0
<1.0 <I.0 <1.0 <1.0
<1.0 <1.0 <l.0 <1.0
<LO <LO <l.O <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<LO <1.0 <LO <1.0
<1.0 <LO <1.0 <1.0
<LO <LO <l.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 <LO
<l.O <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
<l.O <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <l.O
<1.0 <l.O <1.0 <1.0
<1.0 <LO <1.0 <1.0
1.0 2.6 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <l.O
<1.0 <LO <1.0 <J.0
<l.O 1.4 <1.0 <1.0
<1.0 <l.O <i.O <1.0
<1.0 <1.0 <l.0 <1.0
<1.0 <1.0 <1.0 <LO
<l.O <1.0 <1.0 <LO
<1.0 <l.O <LO <LO
<LO <1.0 <1.0 <1.0
<J.0 <1.0 <1.0 <LO
<1.0 • <1.0 . <1.0 . <1.0 -
200 2.8
Note: NA .. Not A
---
0
---
Sample Date
Location
IJ}.1SA Eflluent 1/9/98
?15198
3/5/98
4/3/98
517/98
6/5/98
7/9/98
8/7/98
9/10/98
1012/98
11/4/98
12/1/98
1/11/99
2111/99
3/5199
4/8/99
5/13/99
6/I0/99
7/8/99
8/5/99
9/9/99
10/14/99
11/2/99
1213199
2/16/00
3/9/00
4nl00
5/8/00
619/00
111100
812/00
9ns100
10/12100
1/18/0 I
5/3/0 I
7/11/0 I
,J✓.r/oz.. 10/1~1
/' J/16/tu
Remediation Performance Standard
Not~: NA~ Nc>t Analyzed
-
Benzem:
(ug/L)
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<l.O
<l.O
<1.0
<1.0
<LO
<1.0
<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
<LO
<1.0
<1.0
<1.0,
mtlyud
- ---
TABLE 3 (Continued)
Influent and Effluent Analytical Results
Upper Macon Source Arca
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 II 210 160 25
<1.0 <10 <200 64 <20
<l.O <10 210 310 29
<1.0 <10 160 46 <20
<l.O <10 240 110 <20
<J.0 <10 190 37 <20
<LO <10 200 56 <20
<1.0 <10 190 110 <20
<1.0 10 220 450 48
<1.0 <10 160 68 <20
<1.0 <10 150 120 <20
<1.0 <10 230 120 22
<J.0 <10 180 100 25
<1.0 <10 170 72 <20
<LO <10 170 66 <20
<1.0 <10 180 100 <20
<1.0 <10 170 160 <20
<1.0 <10 140 13 <20
<1.0 <10 150 340 24
<1.0 <10 200 37 <20
<1.0 <10 180 13 <20
<1.0 <10 180 18 <20
<1.0 <10 240 300 40
<J.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
<1.0 28 440 350 29
<1.0 15 360 110 <20
<1.0 60 450 900 47
<l.O <JO, 360, 35 • <20,
1000 50 1000 50 5000
DUP -duphcate
--------
Cadmium Lead Mercury 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 I 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
<U.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.ll
<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 <S.O
<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. ~I\-8
15 I.I
------
Sample Date Chloroform
Location (ug/L)
UM Influent 2/22/96 6
2/23/96 3
2/24/96 14
2/25/96 1.2
2/28/96 3.5
3/8/96 <LO
3/16/96 <1.0
4/3/96 <1.0
6/5/96 <1.0
7/1/96 <1.0
7/30/96 <1.0
11/7/96 <1.0
2/4/97 <1.0
5/12/97 <1.0
8/7/97 <1.0
11/13/97 <1.0
Remediation Performance Standard
UM Influent 2/5/98 <1.0
5/7/98 <1.0
8/7/98 <1.0
11/4/98 <1.0
2/1 1/99 <1.0
5/13/99 < 1.0
8/5/99 <l.O
11/3/99 <1.0
2/16/00 <1.0
5/8/00 <1.0
8/2/00 <1.0
1/18/01 ...
7/11/01 <5.0
<lZl@) <2.0 ,
1;1,Joi
Remediatmn Perfonnance Standard I
-- - --
TABLE 4
I '
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
R'chmond County North Carolina
-
I, I -Dichloroethane 1.1 -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 14 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
3500 7 70
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 34 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 .
3500 7 70
-------
Methylene chloride Tetrachtoroethene I, I, 1-Trichloroethane
(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 <l.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 S < 1.0
<2.0 <1.0 4.5
<2.0 2.1 <1.0
<2.0 1.6 <1.0
5 I 200
<2.0 1.1 <l.0
<2.0 2 S <1.0
<2.0 1.2 <1.0
<2.0 <1.0 <J.0
<2.0 I <1.0
<2.0 1.6 <1.0
<2.0 1.3 <1.0
<2.0 1.5 I
<2.0 1.2 <1.0
<2.0 2.3 1.6
<2.0 4.2 2.6
System Down ...
<10 7.3 8.6
<4.0,, 6.5 . 4 •
5 I 200
-- -----
Sample Date Trichloroethylene
Location (ug/L)
UM Influent 2/22/96 12
2/23/96 12
2/24/96 14
2/25/96 15
2/28/96 14
3/8/96 12
3/16/96 12
4/3/96 10
6/5/96 9.8
7/1/96 7.6
7/30/96 9.8
11/7/96 8.3
2/4/97 8.2
5/l 2/97 4.1
8/7/97 8.1
11/13/97 3.9
Remed1at1on Performance Standard 2.8
UM Influent 2/5/98 5.9
5/7/98 5.8
8/7/98 6.2
! 1/4/98 3.6
2/l !/99 4.4
5/13/99 5.3
8/5/99 4.2
11/3/99 4.2
2/16/00 2.8
5/8/00 3.2
8/2/00 5.6
1/18/01 ...
7/11/01 6.7
~ 1/16/02;) 3 9,
1J1s-/o"'-
Remediation Performance Standard 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 <JO <50 31 I 10
97 <JO <50 30 I 10
9.2 <JO <50 28 I 10
2.9 <JO <50 I 8 40
<LO <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 <JO <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
1000 50 1000 50 5000
<1.0 <10 <50 8.4 <20
<1.0 <JO <50 16 <20
<1.0 <JO <50 13 <20
<1.0 <10 <50 52 <20
<1.0 <10 <50 14 <20
<1.0 <10 <50 II <20
<1.0 <JO <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <JO <50 <5.0 <20
<!.0 <JO <50 <5.0 <20
<1.0 <JO <50 <5.0 <20
Not Sampled
<5.0 <10 <50 15 <20
<2.0• <10 • <50, 13 <20,
l000 50 1000 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
5 I 5
<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 Dov,m ...
<0.30 <3.0
<0.30 , <3.0 • <5.0 .
5.0
5 15
- -- --
Sample Date
Location
LM Influent 2/22/96
2/23/96
2/24/96
2125196
2/28/96
3/8/96
3/16/96
4/3/96
513196
6/5/96
7/30/96
11/7/96
2/4/97
(DUP) 2/4/97
5/12/97
8/7/97
11/13/97
Remediation Performance Standard
LM Influent 2/5/98
5/7/98
8/7/98
11/4/98
2/11/99
5/13/99
8/5/99
11/3/99
2/16/00
5/8/00
8/2/00
1/18/0!
7/11/0!
/16/02
I /~ V ~
Remediation Performance Standard
-
Chlorofonn
(ug/L)
14
13
8.9
8.2
3
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
1.6
!.5
< !.O
<1.0
<1.0
<!.O
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0 ...
<1.0
<1.0
-- -- -
TABLE4
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
IC mon oun y, R' h d C t North Carolina
-
I, I • Dichloroethane I, I • Dichloroethcne Cis/trans-1,2-Dichloroethene
(ug/L)
26
29
30
31
32
9.5
8.1
7.3
8.6
12
17
II
9.8
90
5.3
13.0
9.5
3500
130
12.0
16.0
13.0
13.0
10.0
7.8
2.0
<1.0
1.9
11.0
Nol
6.1
4.5
3500
(ug/L)
91
II
13
13
15
1.6
1.8
2.6
2.7
4.7
6.6
3.3
2.1
1.8
2.4
<l.O
1.8
7
1.9
2.5
I.I
1.3
2.2
1.4
1.0
<1.0
<1.0
<1.0
2.7
Sampled
2.8
1.7
7
(ug/L)
4.4
49
4.9
5
5.6
2.4
2.4
23
2.9
3.4
<1.0
2.2
24
2.1
6.4
1.2
<10
70
1.2
1.6
<1.0
I.)
<1.0
<1.0
I.I
1.4
<1.0
1.2
1.0
<1.0
70
- ----- -
Methylene chloride Tetrachloroethene I, I, I -Trichloroethane
(ug/L) (ug/L) (ug/L)
<2.0 2 14
<2.0 2.1 15
<2.0 2.7 17
<2.0 2.6 17
<2.0 2.4 17
<2.0 <1.0 2.5
<2.0 <1.0 3.4
<2.0 I 4
<2.0 <1.0 4.2
<2.0 <1.0 5.3
<2.0 <1.0 6.7
<2.0 <1.0 5.2
<2.0 <1.0 4.4
<2.0 <1.0 3 8
<2.0 2 <1.0
<2.0 <I 0 44
<2.0 <1.0 3 3
5 I 200
<2.0 <1.0 4.1
<2.0 <1.0 4.1
<2.0 <!.O 4.4
<2.0 <LO 4.1
<2.0 <1.0 3 7
<2.0 <1.0 4.1
<2.0 <1.0 3.4
<2.0 <1.0 <1.0
<2.0 <1.0 <l.O
<2.0 <1.0 <1.0
<2.0 <1.0 4.7
System Down ...
<2.0 < 1.0 2.8
<2.0 <l.O 1.2
5 200
-- -----
Sample Date Trichloroethylene
Location (ug/L)
LM lnnuent 2/22/96 3 3
2/23/96 3.6
2/24/96 4 5
2/25/96 4.4
2/28/96 4
3/8/96 I.I
3/16/96 14
4/3/96 4.7
5/3/96 4.6
6/5/96 4.9
7/30/96 4.1
11/7/96 4.5
2/4/97 3.7
(DUP) 2/4/97 3.1
5/12/97 83
8/7/97 3.3
I 1 /13/97 1.9
Remed1auon Perfonnance Standard 2.8
LM Influent 2/5/98 3.4
5/7/98 3.7
8/7/98 3.5
11/4/98 3.0
2/11/99 3.6
5/13/99 3.7
8/5/99 2.4
11/3/99 I
2/16/00 <1.0
5/8/00 <1.0
8/2/00 5.1
1/18/01 ...
7/11/01 34
(1/16/02} !.4.
rlrr/• '-
Remedmtwn Perfonnance Standard 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)
I 5 <JO 77 130 120
I 8 <10 81 140 130
17 <JO 86 160 160
15 <JO 86 160 160
4.2 <JO JOO 150 240
<1.0 <JO <50 72 52
<!.O <10 <50 53 57
<1.0 <JO <50 72 44
<1.0 <JO 24 31 27
4.6 <10 <50 21 24
<1.0 <10 <50 20 <20
<1.0 <10 <50 6.4 <20
<1.0 <JO 34 19 <20
<1.0 <JO 34 16 <20
<1.0 <JO <50 <5.0 <20
<1.0 <JO <50 <5.0 <20
<J.0 <1.0 <50 55.1 <20
IOOO 50 1000 so 5000
<1.0 <JO <50 II <20
<1.0 <JO <50 <5.0 <20
<1.0 <10 <50 17 <20
<l.0 <JO 58 99 <20
<1.0 <JO <50 8.8 <20
<1.0 <10 <50 70 <20
<1.0 <10 <50 <5.0 <20
<1.0 <JO <50 6.1 <20
<1.0 <10 <50 6.0 39
<1.0 <JO <50 6.4 <20
<1.0 <10 <50 <5.0 <20
Not Sampled
<1.0 <10 <50 7.3 <20
<1.0 · <10-<50• 8.6 <20 •
1000 so 1000 50 5000
--- ----
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 <S.0
5 15
<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 Dmvn ...
<0.30 <3.0 12
<0.30, <3.0 , <5.0,
5 15
- --
Sample
Location
U/L Effluent
--
Date
2/24/96
2/25/96
2n8/96
3/8/96
3/16/96
4/3/96
513/96
6/5/96
7/!/96
7/30/96
9/4/96
10/!/96
11/7/96
12/5/96
1/6/97
2/4/97
3/12/97
4/8/97
5/12/97
6/6/97
7/2/97
7/25/97
8/7/97
9/5/97
10/2/97
! 1/13/97
12/5/97
Remediation Performance Standard
-
Chloroform
(ug/L)
<1.0
<1.0
<!.0
<1.0
<1.0
<1.0
<1.0
<1.0
< 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
NA
<1.0
<l.O
<1.0
<1.0
<1.0
Note: 7/25/97 Sampled for Manganese only.
--- --
TABLE4
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
-
I, I -Dichloroethane
(ug/L)
I, I -Dich\oroethene
(ug/L)
Cis/trans-1,2-Dichloroethene
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
I .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
< !.O
<1.0
<I 0
<1.0
<1.0
3500
<1.0
<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
NA
<1.0
<1.0
<1.0
<1.0
<l.O
7
DUP -duplicate
<1.0
<1.0
<1.0
<1.0
<1.0
16
<1.0
<1.0
<1.0
<1.0
<!.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
18
NA
<!.O
<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
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
NA
<1.0
<1.0
<!.O
<1.0
<1.0
I
- -
I, 1,1-Trichloroethane
(ug/L)
<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
NA
<1.0
< 1.0
<!.O
<I .0
<1.0
200
- -
- --- - --
Sample Date Trichloroethylene
Location (ug/L)
U/L Emuent 2/24/96 <1.0
2/25/96 <1.0
2/28/96 <1.0
3/8/96 <1.0
3/16/96 <1.0
4/3/96 1.9
5/3/96 <1.0
6/5/96 <1.0
7/1/96 <LO
7/30/96 <1.0
9/4/96 <1.0
10/1/96 <1.0
I J/7/96 <1.0
12/5/96 <1.0
1/6/97 <1.0
2/4/97 <1.0
3/12/97 <1.0
4/8/97 <1.0
5/12/97 <1.0
6/6/97 <1.0
7/2/97 <1.0
7/25/97 NA
8/7/97 <1.0
9/5/97 <l.0
I 0/2/97 <1.0
11/13/97 <1.0
12/5/97 <!.0
Remediation Performance Standard 2.8
Note: 7/25/97 Sampled for Manganese oDUP -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
<1.0 <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
<1.0 <10 <50 <5.0 <20
<LO <10 <50 <5.0 <20
<J.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 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 <10 <50 <5.0 <20
<1.0 <10 <50 6.3 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
-
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
1000 50 1000 50 5000 5
NA= Not Analyzed NS= Not Sampled
------
Lead Suspended Solids
(ug/L) (mg/L)
3.7 <5.0
36 <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 Chloroform
Location (,g/L)
U/L Emuent 1/9/98 <1.0
2/5/98 <!.O
3/5/98 <1.0
4/3/98 <1.0
517198 <1.0
6/5/98 <1.0
7/9/98 <1.0
8/7/98 <1.0
9/10/98 <!.O
I 0/2/98 <1.0
1 1/4/98 <J.0
12/1/98 <1.0
I /II /99 <1.0
2/11/99 <1.0
3/5/99 <!.O
4/8/99 <1.0
5/13/99 <1.0
6/l0/99 <1.0
7/8/99 <1.0
8/5/99 <1.0
9/9/99 <1.0
10/!4/99 <1.0
! 1/3/99 <1.0
12/3/99 <!.O
2/17/00 <1.0
3/9/00 <J.0
4/7/00 <1.0
5/8/00 <1.0
6/9/00 <1.0
717/00 <1.0
8/2/00 <1.0
9/25/00 <1.0
10/12/00 <1.0
J/18/01 ...
4/24/01 <1.0
5/3/01 <1.0
7/20/01 <LO
10/1 /01 <l.O
1/16/0'> <1.0 ,,,,-Jo•
Remedmtmn Performance Standard
Note: 7/25/97 Sampled for Manganese only.
------TABLE 4
Influent and Effluent Analytical Results
Upper/Lower Macon System
Macon/Dockery Site
Richmond County, North Carolina
I, I -Dichloroethane I, l -Dichlorocthene Cis/trans-1,2-Dichloroethene
(,g/L)
<1.0
<1.0
<!.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
Nol
<1.0
<1.0
<1.0
<1.0
<1.0 I
3500
(,g/L)
<1.0
<1.0
<1.0
<J.O
<! 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
<1.0
Sampled
<1.0
<1.0
<1.0
<1.0
<1.0 '
7
DUP • duplicate
(,g/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<1.0
<!.O
<1.0
<1.0
<1.0
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
70
NA= Not Analyzed
-------
Methylene chloride Tetrachloroethene I, I, I-Trichloroethane
(,g/L) (,g/L) (,g/L)
<2.0 <1.0 <1.0
<2.0 <!.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 <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 <1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <LO <1.0
<2.0 <1.0 <! 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 <!.O
<2.0 <1.0 <!.O
<2.0 <1.0 <l.O
<2.0 <1.0 <1.0
<2.0 <1.0 <LO
<2.0 <1.0 <LO
<2.0 <1.0 <1.0
<2.0 <1.0 <1.0
<2.0 <1.0 <1.0
System DO\vn ...
<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 p
5 200
NS = Not Sampled
-------
Sample Date Trichloroethylene
Location (eg/L)
U/L Emuent 1/9/98 <1.0
2/5/98 <1.0
3/5/98 <1.0
4/3/98 <!.O
5/7/98 <l.O
6/5/98 <1.0
7/9/98 <1.0
8/7/98 <1.0
9/10/98 <1.0
I 0/2/98 <1.0
1 !/4/98 <1.0
12/1/98 <1.0
1 /11/99 <1.0
2/11/99 <1.0
3/5/99 <1.0
4/8/99 <I.0
5/13/99 <1.0
6/10/99 <1.0
7/8/99 <1.0
8/5/99 <1.0
9/9/99 <1.0
10/14/99 <IO
11 /3/99 <1.0
12/3/99 <1.0
2/17/00 <1.0
3/9/00 <1.0
4/7/00 <1.0
5/8/00 <1.0
6/9/00 <l.O
.711100 <I 0
8/2/00 <I 0
9/25/00 <1.0
10/12/00 <J.0
Ill 8/01 ...
4/24/01 <1.0
5/3/0! <1.0
7/20/01 <1.0
10/18/01 <1.0
(§§) <1.0.
1J1i-Joz
Remediat10n Performance Standard 2.8
Note· 7/25/97 Sampled for Manganese oDUP • 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
(eg/L) (eg/L) (eg/L) (eg/L) (eg/L)
<1.0 <10 <50 <5.0 <20
<1.0 <10 56 <5.0 <20
<1.0 <10 <200 <15 <20
<1.0 <10 <200 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<l.O <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
<IO <10 <50 <5.0 <20
<LO <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
<I 0 <10 <50 <5.0 <20
<LO <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
<IO <10 <50 <5.0 <20
<IO <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
Nol Sampled
<1.0 <10 <50 <5.0 <20
<1.0 <10 <50 <5.0 <20
<l.0 <10 <50 <5.0 <20
<!.O <10 <50 <5.0 <20
<1.0. <10 • <50. <5.0 · <20,
1000 50 1000 50 5000
-
Cadmium
(eg/L)
<0.30
<O 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
5
NA= Not Analyzed NS= Not Sampled
------
Lead Suspended Solids
(eg/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,
15
--------
Well '"" ChJorofom, u -[hchlomc:\ha"" '·' • l),c:hloroellu:n<
Numb.-r (uffl.) (ujll'l.) ,~~_Ll
MWll Z/1.lffl, <lS " ''" )IV'K, <2.S " r,.10
71)1/W, "" "" (,IO
(l)UI' 1) 7/Jl/116 ~, q' '" llnN<, <15 " ,~
(OUPJ tlnl'K, "'" "'" "ro vsm <25 (,2 "00 S/IU'J7 <IOU .,oo "" (Dlll'2) 5112N7 <IO(J <l(XI "" M15N7 <I() " 1.111
(lll!PUt'i\ff " t J/IU'J7 ., " "" l i/lU'J7 <IU "'" "' (llUP I) 2.1.V,08 <.!5 <'.2'i ,oo
215"1~ <ICI <IU "" )l{.J'J~ "" U, 1100
(lllJI' I) 5/f>l'/M "" % l~(HJ
l!lf>J'JM <l<Xl <l(Xl 21/XI
llt:VJM "" -~ il!XI
211 ll'J'J "" <H 1,tU
)1121'J'J <25 "" "" fl/)/'!') <l'.i "" "' ll/2"19 <Ill <Ill 1211
21171U(I '" <II! '" Sl'l~l <10 "'" ''" ~~, "'" " DO
1/18~1 <5.0 ,, "" (l>l,l'I) 1/IIWI <5.U (,.5 1.10
7111.ol <5 U 11.U "" (JlUI' I) 7111/UI <SIJ '),9 "" t!lUl')I lll(ulllo <S.U, <$.U • ". J/lMll• <5.0 "'" ,~
mcJ,rno rfonnan,:,, Standanl ' >= ' A-. w DI -Dilu1>u<1 -IJL1' ..........
MW25 2/IJl'X, "'" " <'.l_(I
5111')(, "'" <] (I <'.1,(1
1/Jl/'16 <1.0 "'" u
lint% <1.0 <I Cl "' u= <l.O "'" ,.,
SIIV/7 <Ill "'" "'" ~/Sf'/7 <I U <1.(1 <'.Ill
ll/12N7 <LIi <I II ~1 0
l'Sl'JK <I.II <I (I " snl'!R <I.U <I 0 <1.0
AA~< <Lil <I.Cl <Io
111,/'JR <1.U <I (I <I.()
2111/\l'J <I II <I II <].()
5112/W <'.I() <I 0 <1.(1
~l}N9 ., " <I I) <1.U
!112/'J'J "'" ., " "'" Z/17/00 "'" "'" <'.1.0
5/'J~K) <'.IO "'" "'" ~ .. "'" "'" "'" 1/IMII <'.l,O <1,(1 "' 712(11{11 <l U <l U <I II
1116"02• <\.O • <1.0 "'" R""1C<liauon l\:rform,nc, S~tb.rd ' HOO ' DL ~ fJiluti11n
---
Table S
Groundwater Quality Summarr
Macon/ Dotkfr-y Site
Richmond Councy, North Carolina
Ci>lln,n,-l.2-0,c:hl"n>elhcnc Mc:ll,yk-nc c:hl""Jo fr""c:hl<m><........,
(u)!il) (U~.) (u"'1.)
<:e2S "" "" "" <Sil "' "" <Sil "" "" "" "" "" "" "" "'" .,oo "" "" "" "" <l!XI .:2()(1 .,oo
<100 <2(XI <IIKJ
<IO <20 .:in
"'" "'" <S 11
<I!) <W <Ill
"" "" <2'.I
<10 <W <111 .,, <IIKI <SU
<S!l <IIKJ <:Ill
<11•1 <21Xl <IUI
<)Cl <II.Ill "'' "" <120 "" "" <'.Ill <H
"" <'.Ill .,,
<Ill <211 <Ill
<Ill <211 <10
"'" <W <10
"'" "'" <SU
"'" "'" <.'i.U
<),0 "'" <S.O
"'" <10 <S 11
<),(I <10 <S IJ @J!),tl <J IJ "'" . <5.0, <10 • <50 •
'" ' '
<1(1 <2.U <Io
<'.I.() <20 "'" <'.].() <2,0 "'" "'" <20 <I u
<LO <2,0 <Ill
<'.).() "'" "'" <'.],(] <2,0 <I II
<] (I <l u <Ii,
<Ill <l.(I <I II
<1.0 <l.O <I.ti
"'" "'" <I.II
<I.U <l.U <1.U
<1.(1 <2.U <Io
<Ill <l.U <I II
"'" ., " <Io
"'" <l.U <I 0
"'" <l.O -'I 0
"'" <l.U -'IO
<1(1 <l.O "'" <>O "" <I.()
<Io <'.2,0 "Io
<1.0 <l.U , <1.0
'" ' '
--
1,1.I-Tnchlu'°"thn"" Trichl,>R"'thylcn,,
(U~) Cu«IL)
lW "" 170 "" 2111 "" 1,~, "" ,w "" -"'" .1~1) "" "" <ltxl
\(,!) <l!KI
IIX) <W
" "'" " "" ,. "" " <IO
44!J <SO
71!l "" 71(1 <HHJ
'"" "" HKI "" ,~ "" "" "" "' <Clll n <Ill
" <Ill
2(, "'" " "'" "· "'" '" <50
'" <:\()
Ill, <SO, " . <SU,
"" "
'' <I !I
"'" "'" "'" <I.II
<I U <ltl
-'I 0 <'.I U
<HI <I (I
<'.Ill "Io
<'.10 <Cl(I
<I U <Io
<J () <J.()
<I U "'" "'" -<1.0
<!.() "10
<!.I) <Io
<I.II "'" <I.II ., "
<I.II "'" <1.U "'" <1.U "'" <1.U <1.0
'" "'" <1.0 "'" .
,00 H
------
VinII chlun<I< Bc:nwnc: T<>h,cn,:
' ""' l~l (UJl/1.)
"" "" 2(,
"" "" "" "" "" " "" <C!S " "" "" q'
"" "" ""' "" "' "" <IOU <l!Xl <l(Xl .,oo <i(K! <:l(K)
<Ill <Ill <HI
<S.11 <Hl <S.o
<tel <IO •<10
<25 "" "" <HI <Ill " "'" "" 21•1
<~ll "" 1~11
<l(XI <'.IO() <IIXI
"" "" "" "" "" "" "" "" <25
"" "" "" <Ill <IU " <Bl <IU "'" <IO <1(1 "'" "'" <S.o "'" "'" "'" "'" "'" "'" "'" <'.)II <50 "'" <S.n <SO <S.O
<5 (I• <S.O, <:I(!<
<5U , <SO • "'". ' ' ,=
<I.O <I.U "'" <1 () <I.ti -'In ., " <1.0 <'.Ill
<! () <I u <'.I 0
<1.U <I.Cl "'" <j () <I.II "'" <I !I <I (I <I II
<I II <I.II <I ti
<I II <'.Ill <I (I
<Ill <I.II "'" <I U <I.U "'" <1.U <1.0 "'" <I.II <I IJ "'" <I.II <J IJ <'.).() ., " s;j () <I U ., " <l () <In
<1.0 <1.0 <I Cl ., " <l 0 <1.(1
<Io <l 0 <1.0
<1.0 <].() <'" <I.() <'.l(I <I.U
<l.O <I.U• <1.0.
' ' ,=
- ------
We" N_.,
MW15
{lll/P!)
(l>Ul')
(1Jl)J>2)
(DUPl.lC1\TEl)
(DUP I)
(lll/P I)
(DUI'!)
[lllJPl)
(DUP) I
. ·~ R,moJ,auon P,rf
NA; Not /\n,l)yz~J
MWH
"'"
l/lJ/9(,
>=
7/l!/'Jti
7131.%
llnl'X,
I tnM,
l/S/97
.11121'!7
.IIIV/7
XISl'/7
I 1112N7
11/IV/7
.?151\lK
2JS~JK
s1un "'~" Mm
lilli'JX
l/111'-!9
5112MJ .,,,,
"""' u1mo
'''"" """ lll!!A:11
1/IMll
7111/01
7/IMJI
11161UU
1116,U? •
·e Sum<.lard
2/JlN<,
IIYII,
1r111'J(,
!llll'X.
US/'/7
'.IIIVJ7
!VS~J7
1\111.1')7
ifj/'/M
sn,iK
~/f,J'J8
llnl'IK
:'/11,.J'l
Sl!U9'J
!V!i/99
!IM9
l.117.W -~w
lll!l/01
7/21WI
l/16/!ll·
..,.,.Jiauon l'<'rformance St&l>dard
T<>CalX}·lenr,, A-
(up/I..) ,.,,.)
4) <250
4) •>W
<H <250
4) <2.10
<H <25()
<)W <)00
'" )(,0
<'.l!~I <IIXXI
<)(KJ <IIKKJ
<lll <IIKJ
'" <e.111
<_l(l <HXt ,,, 14()0
<l!I <l(KI
<IS!I ""' •<W 2\IK) ,,oo <!Dill
<ISO ·= '" .,,, ,,, ,,,, ,,, <HO
<JO <)00
<JO <1111'.I
<JO <10 ,,, .,,
'" <W .,, ''" "' ''" .,, ''" <LS• <W•
<15 • <W
""' •=
<.l.11 <Ill ,, " •· IU
<10 <Ill
<lU <10
<JO <IO
<'.l() <In
<'.1(1 <1(1
<) II ''" <HI <W
<l 11 <HI
<'.111 <1(1
<.l 0 <W
<.1.0 «o
<J.O ''" <JO ''" <JU ''" <JU •m
"" ''" <).(I ''" <.1 0 <'.l(I
<J 0 ''" <J.O • <10 • ,oo HOO
-
Chrt>mi-
(~l
''" <W
" "" <W
<l(l
" "" " " "' 41,K
<Ill
<Ill
" <to
" " " "' "" ,,,
'" ,.
" " '" " 00
_l(,, " . '"
<Ill
'" <IO
<10
''" " '" <W
<\Cl
<Ill
"" " «o
«o
<10
''" «~ , ..
'" "' "' <10,
ID
---
Table 5 (Continurd)
Groundw•trr Quality Summu·y
Muon/Dockrry Si1r
" m "" R" h ond Co ty North Carolina "--Bcrylliu -·-ls,cl.<el v.,..J,um
<,,!> (ui,/L) (up/I.) (~.) (uw'l,)
"" <.\.U ,,. q" <S(I
)W 00 ,,. qo 00
"o ''" )W qo <W
"o ''" ,~ "" <Sn
l,lll <S 11 2(KI <41) <SO
14{) <S 11 1711 q" 0"
11,1) ''" !70 «o '" IW <50 no "" .,,
1111 <.I II 1711 <411 <511
I'll <Hl 121) <41) <SO
12(, <H> ''" «o "" "' <SO HS "" .,,
1411 <SO llKJ <40 .,,
1,11) <Sll 12!1 "" .,,
ISO <.Ill 4'111 <40 '" 140 <S.ll 4!KI <<a '" '" <SO .120 "" '"' 1sn <S 11 1711 "" '" rn1 s;}(J _l(~I <4() ''" )00 .," ''" "' <W
"' 0" "' "' " ?10 00 ?20 «o ''" '"" <5ll "' .,, .,,
)W 00 ,w q0 <)O
)W 00 no q0 <W
))0 ''" ,., q0 ''" "" ,, " )00 q" <W
'"" <5.ll "" q" ''" "" <'.1.0 '"' "" "" 170, <'.1,0, !lll• <40 • . ,, , ,., . <50 ,., . ""· .,,.
l(UI ' '" )(Kl '"
lhO <}.II '"' "" <j(I
ll<l d II " ~i" _,01
1,\1) <)II " "" <'.>II
1~0 <jll 1111 q11 .,,
1211 <S 11 " «o <Oji)
"" <S II " "" 0"
1'!11 <Cj() 1411 <40 .,,
'" <Hl 2/, "' ''" l:t\l <H) " <41) <)<)
IJII ~j(l )), "" '" "' <HI " "" ''" 170 <SIi ., «o <,0 ,w ''" ,. «o <>O
1.10 ''" " «o ·'" l(~I ''" ,,, qo ''" ))O ''" " "" ''" ,. <)O "'" ,w " <00 ''" = HO ,.
21XJ <,0 '" «o <W
"" <'.I.II )W "" '" ''" 00 " «o <ID
)W • 00• {d• «0• <ID• •= ) '" '"' w
Zinc
(up/[.)
" " " " <W
<W
WO
"' '" ,,,
l>J.7 w
)S
" "' ,,
" ..
/,.1
~
" ,,
<W w
"' " " "' "' " . w,
>=
" ,.
<W
" " <2(1
"' ll8
<,0
<20
"" <W
''" ''" " ''" "o ,00
" " " ''". ,oo
------- -
C•drni~, "'" M,,rcW)' Cyanide Su,pe,,J<J S<ilid>
(ni,/1.) (uo/1) '" ) (mw'l.) {mp/I.)
<II.JO <Ju " <W ' ~.w .,. '" •W "'" <:(!,JO ,. Q_O(JH SA " <iDO IU70 " NA ,.,
<11111 nn " NA " <:1110 1411 n NA NA
" IIW '" NA .10 ,., 2(,11 )), NA " ,, 2(,() )< NA '" "' SID ,, NC )),
" •. , " NA " ,, '"' "' NA )10
IJ", IW (171 SA "' n .. 15 l4U 11(,1, SA ,,
()1,4 ,,. 071, NA " 04~ ., !1.6) NA " '" 720 "" NA " '' ,,. " NA l(KI
u ~J mi " NA _l!ljl
0.46 wu " NA _l!l(I ~'" ,,., '' NA '"" o.n " NA NC '" <O.JU " 0.'.11 NS "" <ti.JO "' "" NS )<0
<O.JO " 0.67 NA )00
061 )W !1.\16 NS " om 14!1 I 21! NA )00
.:O.JO .. I 20 NA "" ~·'" ''" 1.10 NA '"' <ti.JO' H· au,• NA• ". <0 . .10, ". OH• NA, 4111,
' " ).) '"
<()_l(J <l(J NA <10 " ~IJ "'
,.,., .'M ·I" ,,
<O.lU <)(I NC NA " <'.(11(1 <'.l(I NA S.\ "' .:0.JO <) a SA NS <'.jU
<II llJ <.111 NA NA " "11.11) "' "" NA '" ., ''" "" '" " <!J.10 <)O NA NA " <:{)_JO <'.].() NA NA " <'.(l_l(I ').(, NA NA ' <(1..10 <'.J,() NA NA " <XIJO '" NA SA ,.
<tlJO «o NA NA " <!JJO J,7 '" NA "' <'.() • .10 <J.O ~'" NA '" 0<0 ))0 ~" NA .. o
<'.() •• 10 ,.. NA NA ))00
<().JO ,., NS NA "o
1)(,6 <_l,O NA NA " <XI.JO <J,O NA NA ' <XI.JO• <3,0 • NA• NA• 00 •
' " u ,~
- ---
Wdl
Numh.:r
l,mer!A><~CI')
MW Ir,
-
Date
1/IVX,
5/ll'I<,
7111fX,
ll,7Nfo
11mcx.
].1SN7
5/IJl'/7 -,
111121')7
2/51'J8
5/f,l\lH =• 11/.1198
!lllfJ\I
Slll/9\l -«=
2117/IIO ,_
!\/,~XI
1/IIVUI
7/IINI
lll<-N2
Re,n«l,atu,n l'erfor=,ncc S~radorJ
NI\• N,,o /\nul\/.cJ
l=c-r IJ,,,:~e~·
MWI~
1rnw1
Vl1/'lf,
21111'1(,
5/21'1(,
!Vll'X,
!lnlW, v~,
)/lll'/7
8151')1
111121'17
V~B >=• ~m
!I/J/93
2/llffl ,m.m •=• I l/2N'J
V\7.00 m~
!ll'.11!~1
1/IIWI
7/1 !~)]
lllb,•n•
Rc-m<J1&UPl'1 l'erformance St.ndarJ
NA~N,llAn•h,eJ
------
fnblt S
Gnmnd .. ate~ Quality Summary
Macon/ Doc~'1" Si1e
Richmond County, North Carolina
t:hloro[mm I.I -D,chlnmi:1/ume I.I . IJ1chloroc~u:,u: t:1,Jtrnn,.l_l.lJ1chlun><Uu:,,c Me(hylcn< chl.,n<k [c<r-achlom,:lhcno
(u,v'L) ,u ,) (u .) (u ) ( .) (u )
~I (I " ,,,
<Ill "' ,,
,.1 n " n
<LU " " <I u " " <l.ll " " <TO '" " .:J_O '" " <1.0 " " <1.0 ''" " <<O '" (,,9
<J.O n '' <1.0 " " <<O " '" <2,0 " " <l.O " n
<l.O " " <1.0 '" ' Well
Well
Well
<I.II '" ,,
r,;or
ison ' n(·, ..........
<I II " <Io
<I II <S <I u
<I.II '' <Ill
<I.U " " <1.0 ,, .:1 0
<I.U "' « 0
<I.II "' <:1,0
<I.II " <:I()
<I.I) " <:I.\J
<1.0 " <'.].0
<1.0 " <'.1,0
<'.I.fl '" <<O
<'.1.0 " <I.O
<1.0 " <1.0
<1.0 " <J.O
<<" " <:1,0
<1.0 " <'.].0
<<O ).1 <<O
<I.O " <<o
<I.O "' « 0
<<" n <<"
.:1 0 " <Io
<'.I,(). " <<" ·= ' Ill.= IJ1lu""" Dl'P•Jopl.,_.,.
J
<I II
<I II
"'" "'" <1.0
<I II
<1.0
<2.0
<<O
<Ill
<1.0
<1.0
<<o
<<"
<,0
<J ()
<1.0
<<O
N,~
N,H
N<0!
<I II
MMl'!H.J
"'
I
<2 IJ
<lU
<20
<,0
<2,0
<2,0
<2.U ~" "'" <2.0
<,0
"'" "'" <,0 ~" <20
<l.O
<2.0
S.mplcJ
SumplcJ
S.mploJ
<20
111:(:AUSF
'
<2<)
<20
<2()
<2,0
"'" <2,0
.:2,0
"'" <2.11
"'" <2.1)
<21)
<20
<20
"'" "'" <2,0
<2.0
<2,()
<'.2,0
"'" <,0
<20
<I U
<I u
<<" <! (I
<'.).0
<I (I
<LU
<2.U
<1.0
<<"
<1.0
<I.U
<I.0
<1.0
"'" <1.0
<1.0 « 0
IM:Tn
lJuc"lu
[>.J.,fo
J <Io
11-tLL
<Io
<In
<Io
" <lo
<I.O
<J.O
<<"
q_u
<1.0
<<" « 0
<l.O
<<"
<I,()
<<"
<l.O
<l.O
<<O
<lo
<'.[()
<j (I
<!().
-
,,,
" "' "' " " ,, ,.,
'" " " " " " " '" " " 1lt,,.1.n.11;1fon
Oh.,tructi,m
Ol»in-=t~>n
I '" WUfl
l!XI
<I II
<I II
<I II
'' « " <1.0
« " <I (I
<<" « 0
<] u
<1.(1
<<O
<1.0
<1.0
<I (I
<1.0
<1.0
<I.O
<Ill
<I (I
<I II
<<O
""
-
I " !lRY
-
I
Vinyl d1J<>n.k
'" '
<I 11
<I U
<I II
<I 11
<Ill
<1.0
<:I_()
"'" <<"
<:l.ll
"'" <:1.0
<I.O
<I.O
<LO
<LO
<1.0
<1.0
<1.0
<:I.U
<'.l(I
<<"
<I II
<I.U
-
<I (I
<I 11
<:1(1
<:1.0
<1.0
<I.O
<'.1.0
<'.2.0
<'.].0
<'.].0
<'.LO
<'.l_O
<<"
<l.()
<2,0
<1.0
<l U
.:1 U
<I U <I()
<I II <:I (I
<Ill <:I Cl
<1.U <I.U
<:1,0 U
<:I,() <1.0
<1.0 <l.ll
<Io <I U
<1.U -<1.0
<1.0 <:1.0
<l,!l <Ill
<1.0 <1.0
<1.0 <'.1.0
<1.0 <'.1.0
<1.0 <I.O
<I.() <I.U
<I.U <1.0
<1.0 <1.U
<Io <IO
<:I.Cl <I.II
<I.Cl <:I.II
<I.II <I 0
<:I_[). <1.0·
1 1mn
----
----
0
---
Well Dato
Numbe,
L<»o.orl-'<>c~•I}
MWl6 l/lJ/%
>=
71Jlf96
11n.-x,
(lJUP) llfi/<K,
l/51'17
S/!11'17 M~,
111121'17
21)/'JX
)ll'ol'IX
M,l'JX
11/V'JX
!lll~J'J
511?/Y'J
K/1,t,J'J
11/lfl'!
2/17~]() ,_,
m,o
IIIMJI
711 l"ll
1116,\12
untuDCc Sllmdord R=icJ,otu n Pe~
NA• Nu1 Analy,eJ
),<metllocl<'ry
MWH 2)1)/'J(,
(DUI') VIVK,
""" .,~
11n'96
2151'!7
S/lli'J7
"'"' 11/12"17
USl'IK
_\1/,l'IX
M~<
1 lfll'I~
l/111')9
}Jlll'J'I
Mll>
11rJ<J•1
2Jl7~XJ ,_
~~
1111!.':II
7/1 l~JI
l/\f.Al2•
=icd1•Uon P<ffonnonco ~lahllanl
ToUll Xylene• """'"'"' /uo/Ll (llft/l.)
<J.O <W
<J.O «o
<l.O <W
<J.o <W
<l.0 <10
<,0 «o
<,0 .:10
<t, (I <20
<.l ll <:IU
<_l_() <HI
<_10 <Ill
<.l.O <1(1
<.1.11 <Ill
<'.l{t <10
<l,O <W
<10 <10
<l() <In
<1 () <10 ... ... ...
<l.11 I <1(1
,oo >=
<J.O <,0
<JO <W
<,0 <,0
<l.D «o
<JO <,0
<.1,0 <W
<l,0 <,0
<.l.O <,0
<) 0 <,0
<) 0 <,0 ~, o <-Ill
<Cl.fl <Cl()
<;1(1 <el!l
<.111 <Ill
<,0 <,0
<l.11 <m
<I.U <1(1
<.l 11 <Ill
<l.tJ <W
<'.J() <W
<10 <Ill
<,0 <elO
<)0 • <10 •
"" HOO
-
CM,moun
{ut>f!.)
" " ,w
" " " " ](,II
'14 ~
<,0
"' " 2'J
" " 1411 ,,,
1111
I IW I
'"
,,
" <,0
«o
<W
<1!1
<,0
<,0
<,0
<1(1
<Ill
<,0
'" '" <1[1
<,0
"' <Ill
" "' <;I()
<10
<10'
'"
---
Tablt 5 (Continued)
Groundwater Quality SummarJI
M:i.con/Dockcl')' Site
" moo '"" ' ,ro R'h dC 1yNnhC lina
l!orium llayll,u Man.,_.,,,,.e N•clcl Von.,d1um
(ull"!.) ' '"' (u,v'I.) ( ,n.) (up/I.)
27(1 <S.O 110() ,,, '"' "" <5.0 DOO ,o "" ll!Kl <5.0 "00 ,w '"' ~JO <S.O noo ,,. 270
"" <HI 18(XI ,w "" "" <,0 "'" " " ,~ <5,0 "" " " .. , "' nou 240 <,0
(,_11 <,0 11'>'!1 15.1 2(,5
<511 <511 "' ~· <50
510 <,0 l4ll\J "" "' rn, <,0 •nn 1>2 " 1,~1 <5 II MIi "' "' !~" <_\O 11m ,,, "' 21~1 <J() l.l(-) ,. "" 7<XI ;, 17(XI "(I ll()
4MII <HJ !J!XI 14(1 210
1\10 <,0 l'l!XJ "" 170
W<ll N• .'>ampl,,<I Du<To
Well Not S-ampl"" UucT<>
Well Na, .';ampled D0<-lo
J <HO I I GIO J " I " HO
' IOCkl ' '" ,oo '"
"" <,0 ""' '" "" "" <J.O )7()(1 ~o "" "' <,0 "00 ~o <,0
~ <5.0 ,= ~· <,0
" <S.O 270CI ~o <5(1
" <50 25(XJ 4" <,0
" <S.O ,= 40 <,0
" <5.0 <'i.O 40 <,0
"" <,0 24MO 40 <,0
" <HI 2K(IO ~o <,0
110 •. <() :,m <411 ,w
110 <).11 !4!XI ~" <,0
110 <.\IJ lf~XI <.4[1 " l'Xl <50 2KIXJ <40 <50
110 <511 25lWJ ~, <'"
''" <>, ""' «o <'"
I(,(] <J IJ H1XJ «" <Sil
12(1 <j IJ 2l-1Xl «a <'" ,,. <H ,= «a <W
IW <5.tJ ,= «o <,0
llll <jO 241Xl « .. <50
<50 HOCI ~, <,0
% <5.0 • 240()• ~o-<,0,
<= ' '" ,oo '"
I.in.
(ul"'l.,)
'" '" -.1'111
"" "" "' "" _l(,2
'" JW
l?I!
%
141)
"" 4.10
"' "" (lh,1ruc1,,m
Oh>Lru<:tmn
()h>lructwn
HU l
""
"" "" <,0
" <W
<,0
<,0
'" 48.1
<20
"' <!O
14<J ,,, ,.
" " <e2II
" ~
<2(1
<W
<211 •
'""
--------
t·•Jm1um L"•<l Mercury l'.)'•nid< Su.r<n<l<d s.,t,ili
(u~.l (uo.lL) (upjl.) /m!"'L) (m!"'l.l
<()_Ju " NA <W 2(XXJ
<(J_lQ " " «o "OO "·"' " NA NA HOO
0.47 '" SA NA 2WU
"" " NA NA NS ~.m "" NA NA •• ~'" " NA NA ,.,
<II.JO " "' NA 2~KI
<< ,,, NA NA 1')0(1
<t) __ l() '' " NA )4(1
<(J..l() 22 " NA 16UI
<t)_l(I " NS NA ,.,
<li.10 '" NA NA )70
<(l_l(I 9n NA NS ,.,
'' "" " " 74()
<ll,_1(1 no "' " ]/~~I
<0.1(1 2(10 NS NA 110()
U.17 15.0 NA NA BOO ... . .. . ..
" I '' I NA I NS I ,w,
' " '' '"
<()JO " NS <,0 I l(KI ~'" " NS '" l()(XI
<O.lO <J.o NA <<O " <0,)0 <J.o SA NA " <O.JO <l.O "' "' ,.
<O.JO <),O SA NA " <0.)0 <l.O " NA " <0.lO <J.O NA NA ,.
<< " SA NS 15()
<lllll ,., SA NS " '"'" " ~-,, . ..:,\ .,,
<II JU ., " NA " " " " " \'XI
<ll111 ., NS NA '"' <ll.10 <.l.11 NA NA '" <11..lO " "' "' no
<11 .. 111 " NA NS no
<IJ..10 <'.1,0 SA NA "' <11.11) <,0 " " ,oo
<IJ..10 ,,, NA NA "" <IJ.JO <1 (I NA NS "' <II.lo <.1 (I NS ?!'. U,
0.91 • "'"' .~ 21•
' " ,, ,-
- - ---- ----- --------
Tabl, 5
G,·ound .. aler QualiT} Summa,)
Macon/ Dock,ry Sit,
Richmond County, Nonh Carolina
Well r>,lc CW<l'lln>• I .l•Dichloroelb<nc Mcth)l"1><chl,,n<l< T<"llxhlan,etho:no: l.l.l-Tnd1la,.,.lhan< Tnd1lan,._'tl,ykn< \'in}lchlond.: !knzcn< fol'>rn!:
Nw,,t.:, '" ) '" ,( '" ,) '" ,) ( ,) '" ) ( )
M•<•"1.',011tCc·lln:•
MWl,\ l/1.ll'X, <el.H H, '" " <'" <Io " " <I.I) <I 0 <! ()
Vi.N<, <I IJ ,, " '' <)" .;I.() ,, "' <Ill <Io <Io
(l)lJ!') SrJ!I, <I II " " ,,, <l II <'.l,(J ,,; "' <I IJ <I U <I (I
1n1.-x, <Io " <I U <(" <l.O <Io <I.U <1.0 <I.O <)" <1.0
Jl/f,/<K, <l.U ' " <2.0 Ll '' " <)" «D <LO
U4l'n <(" n Ll " "l.O ,., '" " <JO <!JI «"
S/lmi <] () '" Jf, " <HJ <C)(I ;; " <lo <LO «"
8/61'-Ji <2(1 •'.2.0 " <JO <HJ <JO ,,. <20 <2.0 <'"
(DUPLICATE 1) 11/12,'}7 <)" •'.2.0 " <(O «<> ,, '" "' <2,0 <2.U <2.0
llllZ/'.17 <'" "l.O ,,, <20 <>O '" " '' <2.U <2.0 <,0
"~' "'·" "'" "" " <(O .. " " "'" "'" <S.O
"""' "'" .. "" "' <(O " "' '" "'" "'" <).0
(DlJrl) Sl<>l\l~ "'" '" "" " <(0 " " " <S.O <S.o <S.O
~ .. <H <H "" '" <>( <H ,. <H <H <H <H
{llUr.2) mm <H <H ,w <25 <'" <H M <H <H <H «>
1!/41'!8 <2S <lS <,w <2S <'" ,. " <25 <H <25 <H
(IJUl'·l) 11141'/S <H <25 '" <lS <>( n "" <H <H <H <H
l/lQ19'1 <J> <'.l5 ''" <H <'" ., 1.10 " <H <)> <H
iD\JP-2) 2/IOl'J9 <25 <H '"' <H <Sil " " <2.1 <H <)> '" 5/IVJ'I <'5 <25 ~7() <CS <511 ,., 1511 <H <J> ,,, <25
(l)lJf'.2) 511.lm <)> <)) .. , <)) <,, ,, ,,, <)) <)> q; <H
m= <)l <'5 (,l() <25 <>< " IHI <)) <)) <)) <J>
(Ill IP-)\ Xli,t'/9 <2S ~is ,., <2l <>< " 110 <H <J> ,,, <H
IIIVJ'I <).I <h l,\IJ <511 " "' ,,, <)) ,,, <))
\lllll'•l) ll!'l'J'/ '-15 ~h 710 <!I <511 " l(XJ <H <J> <15 <H
2117UJ <25 <25 1,\(1 <25 <>( " ., <25 .,, <25 <15
(l)l;l'·lJ ?117~U <25 <2S ,,1u <25 <>< " ., <25 ,,, <)) <H
>=• <15 <2S HU <)> <'" '" '" <)> <H <!5 <25
(Dl!l'•2J SIM.Kl <15 <25 7.111 <H <SU " <,( <H <)) <H <H
8/2/0ll <25 <25 4W <25 <51) " ,,, <)) <H <H <))
(Dlll'-2) Kl:'/0:l <25 <25 ,w <H .,, " '" <25 <H .,, <25
11\7,\JJ <H <)j '"' <l5 <120 " " <25 <H <!S <H
(111!1'·2) 11!7~)1 -:In <10 1711 <Ill <)11 " " <HI <l!I <In <JU
7111~)1 <I(/ " nu <Ill <W " " '" <W <IO <W
" " " <Ill <IO <1(1 :~ <I() " HII <Ill <211 (DUl'-2) {:!70 H • " <IU • <10 • <IU • <JO. <10 • <10· HO• <10 • <W ' ,, . " ' <JO • <(O <10 • <10 • (DUN) J/, ,, "~ <10 • <(O l!O • <10 • <20 •
Romo,J.,,uon Pcrf"""""°" Sbmlartl ) •= " ' ) "" 2.~ ' '"" NA• N,11 An.1)7.cd PL• Dilution Dl,.,. ............
(J
-- --
0
-- --
Wdl
N"mf.:r
!>,w rolOI X)lcnc, i\c.,hlnc Chrom,
1~""'"-=· MW2A :'/llr"H, ,,,~ =· (DUI')
7131/'K,
llK,l'I(, v~m
"'"" M~,
llllJrl.lc,,;n; 21 111121'17
11/llr/7
ll.11'1~
jK,NX
(Dlll'l) .llr,NX
xnNx
(lllJl'.:J !VINK
1114m
ll)Ul'-2) I IUl'I~
!/1111'1'1
(DlJl'-2) l/1\lt')'J
5Jlli'.l"J
(Dlll'-1) 5Jl.li'J'J M-
(OUN) =,,
11n~!'J
ilJUl'-l) 11t:ll'l'J
2117,00
(l)Ul'·l) vt7,w
>=
iDlJP·2) 5/KJI~)
~/Z/(~I
(DUP-l) -11171111
(lllJl'-2J 1117/!JI
71111!11
~ (DlJl'-2) ,J,rfo ' !116/!JI. [])UP-l)
R~mc,J,.uon l'erforma= ~,an,br,J
Ni\~ S<>t Analy-,cd
(" .) (" .)
"'" "'" <,0
"'" <,0 Cl()
<.10 "'" "'" <.l.U <,0 "" <.lo <,0 <,0
<.lO <IO <W
<,lO <,0 <W
<t,U <HI <Ill
<(,() <21) "'" <;(,I> <20 <IO
"" "" "'" "'' <50 <10
<I.I <Sn <10
"" <nll <IO
"" <2.111 <IU
"'' "'" <IOI
"" <l51J <:1(1
"'' <25() <)fl
"" <:50 <Ill
"'' <'"' " "" <'"' <Ill
<H <2'.>0 "'" "'' <250 "'" "'' "'" "'" "'' "'" <,0
"" <150 <,0
"'' <2Sll <W
"'' "''" " "" <250 " "'' <./,l() <Ill
"" <./,lO " "" <:2,(1 <Ill
<.10 <IOU <Ill
<_l() <,oo "'" <'.10 <IIJ(I "'" ~, ... <IOll • "' <lO, <'.1(1(), " .
- --
Tabl~ 5 {Continued)
Groundw111er Quality Summary
Maum/Dockery Sile
Richmond County, North Carolina
----
llanum !Jcrylhu Mln~on,,,,, N1clel Vo"1J1um l.u1< C•Jnuwn L,oJ M<n:Llf)' CJaru.Jo Su,p<ml•J;;cl,<I>
{u .) (<1 .) (u .) (u ,) (u ,) (u .) (u ) (u .) (u .) (m ,) (m ,)
,~ <.10 "" q0 "" " <ll .. 10 <'.JO "' <IU " '" "'" '" q0 "'' <W <ll..10 <JO "' <JO ' "" "'" " q0 "'' "'" <0 .. 10 <JO "' <Ill ' "" <.1.0 " q0 "" " <ti.JO <l.O "' NA " "" "" " "'" "" "'" <!),JO <'.,111 NA NA "'" ,., "" <S,o "'" "" <W <0.,111 <J.11 NA NA N.,
" <H! " "'" "" "" <0.10 ,;J_U NA NA "'" '"' <.\,() /,.7 <'.~[) "" <W <II lU <l.!J NA NA "'" '"' <:Ill 2S) "'" "" <20 "' <JU NA "' ,,
I((, <.IU '" <4!> "'' <W "' <J,O "' "' • 11(1 <.IOI ,,, <4() "" <'.J(> <'.11.11) "' "' NA <.I.II
1211 <.\ II <5.(1 "'" "" <l(l <!Ill) <J(I "' NA • 1211 <511 <).(I q" "" <2(1 <11)0 <)ll NA NA <S.11
1111 <5 0 ,. q" <" <W <11.111 <.l I) NA NA <S.11
1111 <5 II <5 (I "'" <5<1 <W <1•.ll! <1,0 NA NA <.1,IJ
llll <S ii <5 fl q" "" <lO <l)_l() <J 0 NA NA <5.IJ
110 <) I) <) II q" "" <lll <O lo <.l.U "' "' <.SO
110 <Hl <=5.0 q" "" <20 <:()J() <JI) NA NA ""' 1.10 <)(I <HJ "'" "" " <:IUO <=HJ NA NA '" 1.10 <HI " «o "" " <:()JO <=.1.0 NA NA "' 12!1 <Sn '" "'" "" " <OJ(I <=J.O NA NA (,,0
1)(1 "'" '' "'" ""' " <O.JO ,., NA NA "'" "" <>" "'" «e ""' n <0.1.0 (,,9 NA NA <5.0
12U "'" "'" «e ""' " '' <J.O NA NA <,0
120 "'" <5.0 «o <,0 " <0 . .10 "'" NA NA <,0
IJO "'" <S.ll q" ""' <W <ll.Jll <JO NA NA <S.o
lllJ <S IJ <S.U «e "" <20 <:IJ .. 10 <JO NA "' '" "" <S.O ... "'" "'' " <(J..10 <J,U "' NA 1.1,0
140 <5.H 4K,O q" <.IOI !Ill <()_l() <.1.0 NA NA 2~(1
l.l\l <SO ,. <41) <.Ill 2(1 <0)(1 <.l.0 NA NA "' I.lo <.\!I K.f, "'" "'" " <()_Ju <3.0 NA NA <SO
llU <SU '"" "'" <.1(1 " <()]0 <SO NA NA '" ,., <SU " «e <.I() " <ti.JO <:.l.(J NA NA .,
"' "'" 10.0 "'" <Sil .. <U.30 <).O NA NA ll.O
'" <.IU r,.I «o "" " <:1110 <HJ NA NA <.I (I
120. ·~". l'llUl • <.-\<!• ~,o,. l'A> • ""' ;,. :,//1. ~/\• 1:.,,,.
J(l(I. <50 • .lJO.O • q"' <50, DO• OJK • 62 • NA' :,/A, I.IOU •
IUW UX) " 5<U> ' " " '"
----
-----
Well Pate N-
M.con ~"""" i\rco MW'! l/JlN<,
Sl' .. N<, ;n,,.x,
iDUI'! 7/'111'1(,
111( .. 1(,
215N7
5/IYJ7
~m
111111117
(lllJl'lJ 215/'JK
215/-JK •=• 8/7,"Jg
(PUl'·I) """" 11/J~/8
1 lf\/1/8
2/111199
(DUP·!) 2/111199
'illl/1/9
(IJUl'·I) 51)1/1/'J .,,,.,,
(PUl'·I) .,,,,,
!112/1/'J
illUP·I) li/2/W
2/11AXI
(nl/1'-!) YIH~J
5/M.,
1Dlll'•II 'ill!A!I
X/1~,i
(DIJl'•II ~/.MXI
1117~11
711 l~JI
(ll\ll'-1) 7111~)1
1116All -.. •,,form.,,""' Sl1!klarJ
------
Table S
Ground1<·attrQualif) Summ~I)
,\!aeon/ Dockuy Sire
~ hC Rithmond County,, ort 11ro ma
Chloroform I.I -D,chloroc!ho.nc '·' • D0<hlon,.,ll1enc Ct<ltron•·l,2·D«:hla'°"\ho"" Mcthyl•ne chlontk l"elnlchlomeU.:r.i:
(u!Vl) (uo/1.) (Uftll.) '""'' (up/I.) (uo/1.)
<Io 110 <Ill " " "' <Io 1.10 <10 1r,o <20 <Ill
<ICI BO ''" "" <W " <II! I'll> <Ill 120 <W ''" <j" 171> <50 H~l <IH <j()
<Ill "' ., " <'.l(I '" <111 ., " ,, ~" ,.,
<211 •. .. " ~" "' <I (I " " " <l U " '" '" " 111) "Ill <5.11
<10 II~! ''" "" <2ll ''" <elO ,., ~ ,~ ''" '" <5.0 ~ "" ·~ "" " <10 ,., ''" 110 <W '" <:)() ,,, )(~) 11XI <lil n
''" •. ,oo '"' <20 " <'i.O " ''" 1.10 ''" " ''" " '"' ,,. ''" " ''" " "" "" <W '" <:1[1 "' llU l!XI <:l(I " ''" " ,w "" ''" " <=10 " '"' '" <W " '" '" '"' 121) "'" " <1'i '" 'i(,() 140 <'ill " <1'i <H SlO lSU <'ii> " <H <l~ 'ilO NI) <'ill " <n <15 )10 ll(l '" ,,,
<l'i ~is 51() )(XI <>' " <15 '" 41Xl IW <SU "' <15 '" 41(1 ,., "' " <l O " ., ,., <411 " <l,U " " 'i.l <HJ "' <5(1 ,,, IJII <'ill ''" <5.U
N!ll SAMl'I.Lll UECAU.'iE WELL WENT
' 15(!0 , '" ' ' Ill= Dilu1""' at, ... ..,......
--------
I, I, 1-Tnchlmucllumc lnchlnrnethylcnc Vmy! chlondc lleo,co• Toh"'""
(uitil.) (u"'1,) ('"",l (Ujt/1.) (ufil)
<1(1 '" H <Ill <Ill
<Ill n 11~, <Ill <Ill
<IU " ,~ ''" ''" <:Ill " !l~I <I!! <10
' " " <511 <;'j(I
"' l,.l " ,. <I II
" 7.1 ., <2.(1 <2.U
" "' , .. <2.11 <1.0
" ,, '" <1.0 <1.0 ,. _w '"' <50 <5()
<1(1 " " <Ill <II!
<IU ,., " "" "" _lr, '" " ''" <5.0
'" " " <IO ''" " H " <l!I ''" _l(I " <:1(1 <:I() <W
" " " <'i.U <'i.O
" " '" ''" <,0
" " " ''" ''" " " "' <Ill <:Ill
" " " <:Ill ''" " ?! "· <=10 ''" " "· <=H <H <H
IIXI " <H <H <H ,,. " <H <H ,,,
" " <H <H <H
"' " <l'i <H <?)
'" "· '" <H <l'i
" "· '" '" <H
" " '" <Cl) '" " "' " <l.11 <'lO
" "' "' <lO <1.()
?'J <'ill <:'i() '" <'i()
DII.Y ,,. " ' ' <=
--- -- -
Wdl Dulc
Numb.:,
Mo.:<ltlSow.:e~•
MW~ 2/\1/'I<,
'""' 7/Jl/<K,
(DUf') Wll'K>
11/(-"K,
l/V/7
s112m -,
I l/llN7
(llU!'l) 2/'lfJK
l/S,-JK
}K.rlK
Hn,-JK
[lll/P·ll "'" 1111/'J~
11n,1x
211111'>'1
(l)Ul'·IJ Z/111/'J'J
5111~1')
(l>Ul'·I) !ill_ll'l'I
Kljl'J'/
(Dlll'•I) !\IV>'I
)112/'J<J
(lllil'•IJ 11121'1'1
21170)
(D\n'·l) 2117W ,~-
(!)Ul'·IJ >=• S/J/IXl
(l>UP·I) w~,
11171111
71111111
(LllJ!'·I) 7/IINI
I/If.All
R,-rnc.h,.""'1 f'orfom,o.ncc Sut,Jud
:-lA • N,~ Anal)7-"J
--
fotllJ X)·knc, i\cclonc Chn,1111un
(uo/1.) (uw'\.) (uoll.)
<,1(1 l/~J•F.12 12(XI
'I.X 1'.>11 J(J()
''" <10 "' <10 12(1 170
" rn1 " '" l(XI "' <i,O <W ,,.
s,O ,,, "" <JO <10 "' «< <5() " <lll "lilll ,,,
<.W <:1(11) " «> <SU " <.11) <IIX) <l!l
<l(I <l(KI '' <lU <l<XI <,<
<» <(II '" <'.l(I <Ill " <'._lU <'.IIKI " <'.lll <IIXI " <Ill <>OO " <lU <ICXI " 4> <2511 f,10
<H <2.\11 121KJ
4; <2.10 _12()
4' ,,ID "" 4' "00 ,,,
4> <lS(I "' <H <l,2U "" <H 4,W ,w
4,,(1 <]I) ,.
4,11 <W "' <» '" ..
,oo
-- -
Tnblr 5 {Continurd)
Grvundw111rr Quality Summarr
Macon/Doc"I')' Silt
Richmond C(mnty North Carolina
ll•n•un Her)'ihu Man~•••"" Nid.el v,""'Jrnm
(uoll.) (uoll,J (uoll.) (uo,1.) (uoil_)
7~!XI '" 781XJ ,~, '" HOO <HI y~, '120 '" IJIIO "" ,~, ,~ " IHIO ''" HOO 2.10 ,,,
'" <S.O "00 ~ <'.5(1
irn <SO •= w <SO
1!1111 ''" _1'}(1() qo <ID
IKCJII ''" = = ,.,
10711 "' ,m, 162 "" f,'~I <S.O 4'>0(1 .. <Sil
81(1 <$_(I = ., <ID
'" <S.O '= "' <ID ~· <511 (>11(111 ,,, '" t,W <.I.II S8W " <!ii!
l.l(K) <5 I) HIKI ,w '" 12(., '" jil(Kl '" '" '"' <HI HIXI '" '" HI! <HI lf,Oll '" "' ]l!,I <'.)() ll(XJ I Ill '" '•Ill <S,o 1200 l(XJ '" 11m <SO m" ,00 '" ~, <Hl 411)() '" '" l~lKI <.10 nu r,iu I IO
HIX! <Sll <J50 IWU 12()
161K! <.1.0 '"' "" "' HIKl <5.0 ,w "" " "" <SJI " ., '" ,w <5.IJ " ;; '" 14(1(1 <'.j,0 ,,. JIO " "" <,0 290 HO ,,,
17(~1 <5,0 ,ro "' <ID
1200 <5,(J 4'1(1() 1?0 '" lll/ <5,0 JflO ~ --2!:_ -ID ,oo
- --- -- - -
'·"'" Co.Jnuwn LcoJ Me"-'Uf) CyuniJ< ·'""""r>.WJ s.,11.i.
(uoll.) (uoll.\ /oN/1,\ (oo/1.) {moll_) {moll.)
''" 2./, " NA <](I 8')1)
"' <0_1(1 " NA «o ,;oo
'" <lUU " NA NA '" I.lo ~'" "' NA NA '" " <'.Q.10 <:J,O NA NA M
" ' <],0 NA NA "" " <0.10 .l..'I NA NA 4'!0
'" ,. .1.5 NA NA '" HU ,, <l,() NA NA ~,
" <(J..10 Ll NA NA 24()
" <0.30 n NA NA '" " <()._l() <HI NA NA "' "' <0 .. 10 <.10 NA NA " <2(1 <'.()--1() <J.(I " NA " ,, 0.71) <),ll " "' "" ,. 0.50 <.l n " " "' m <'.(l,_l() <.1.(1 <0,ZO "' "" '" <'.(I __ \() <3.(1 <0,20 "' "" "' O.l'J <'.l!I <li.2(1 <A l21J
" 0,.1(1 <'" <'.IUO <A '" "' 11.J<J <J.O ~.w NA 270
" !'-'I• • <02U NA ~]I)
'" <0.111 "' "" <A l'.l(KI
.1/,0 0 . .19 " o.si NA >fil> ,w <II.JO " U.7J NA JWll
" <0 . .10 " o.&I NA ""' " <0 . .111 <,0 026 NA " ,,, <'.(),J() <J.(I O.ll NA '" ,w <:(IJO (,0 ,., <A '" '" <0,.10 {,.Z 0.97 NA "" " 1.10 <,0 <02() <A no ,, (1,4(, " <A <A J&ll ,,, <0.111 1.lll,O '' NA :!DO
""' " '' '"
---
0
- -- -----
Table 5
Groundwater Qualil)' Summary
Macon/ Dockery Site
Richmond County, North Carolina
- ---
Wdl
Numt,,,,
D•lc Chlorofom, I.I -D,chl<>n>«thanc I.I · D,chlon.,ll><n< C1<1\:-J<u-U-l},chlorn<lhcnc Mclhylc"" chluri<I< Tclrachl"w<lhcn< 1,1,1-J'ncbhon>clluu,c lnchloroclhy!cn< Von)I chlomk Hcntc,,c fo!U<:11<
Moc<>n Saun;c An:•
MW-II 2/14/'K,
S!U'X,
7flo,,J(,
ll/lJ'K,
2Nl'l7
S/lli'n M~•
111!.11'17
!/Si'!~
S/(,1')~
mN>
11/~i'Ji
?110/'J'J
S!IUN
~ISi'!'!
11121'!')
l/17~KI
Sl~~XI
~11\)(1
1117~)1
,I, .102-~
Rc'!n<d,al1<•n , • .,.,nn,r>:<; Slan-,~
NA• N<>1 i\nal)IOJ
Mm<:<><1 Sour<< l\n:a
MW•I~ Ulll'J6
{l)l.) Ul.ll'J6
"""' (IJL) ,-.
7'111')(,
1111'.w"}(, mm
5l1ll'J7
Rl(,/</7
11112/,17
2/S,"JK
lH,l'JK
liflNK
11/ll'JK
2111)/'J'J
5/lll'J'J
KISN'J
11/U')'J
2111,n,
""" 1(/J~l(J
111!1101
71111()1
lllf,IU!
Rsm<~ial1un )'mun,,..,.,., '01ul<l.,,J
<111
<I U
<'.I 0
" <,0
<I U
<!"
<HJ
<!"
<,0
<! ()
<Io
<I()
<l.!l
<I (J
<I 0
'I" <I Cl
<I.II
<Ill
..:10
<I II •
llL• lMuh<>n
<,0
''" "" <l 0
<'.)()
<!,()
<H
<:IU
<I.II
<:Ill
<5 II
<I II
~-5 [I
<'i II
~20
<5(]
<5(1
<j II
-c;j II
<! II
<! il
<j()
Si\~ Nn! Anol}reJ DL • O,lo~nn
(u.) (u.) {u.) {u) (u.) (t!.) {u) (u.) (u.) (u.)
<1.0
<,0
<,0
<I.U
<,0
<I 0
--1u
<'.I II
,qo
<I.U
<I.U
<I 0
<:10
<I()
<I U
<Io
<I <J
<I !l
<I Cl
<I (l
<I (I
llOE
240
" " <1.0
" <H ,, ,,,
" <5(1
2U
'" ,.,
<2()
scSo
<jl)
<)()
<)()
.1 II ,.
r,r,
Mrnu!O>nfl!I
Monitor,n.o
' ,oo
,,
n
"' "' " " <Io
" " l.'J
<I U
" ' I(,•
" <,0
" ,
" "" '" " " " ,,,
" .,,
"' "· <S II
"' ., ,.,
'" n
l.lU
Well
Well
l)l1' ...........
<1.U
<Io
<'.] ()
<l 0
<,0
<! ()
<I"
"" ~1 u
<lo
<) 0
"' <In
<I (I
<] (I
<] (I
<] II
<I II
<I.II
<Ill
.:1.0
<1.0 •
'"
•.
"" .,
.H
'" 12!1
12U
"' ., .,
"' " ,,,
" " !<,
"' "' " ..
"' "' N,~
N,~
"
<,0
<2,0
<l.O
<,0
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<2()
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"' <,0
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<20
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<2(1
<l(I
<2U
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<.l (I ' ,
" <2.0
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<Ill
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<l(J ~" ..;1(1
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" "' "' " " '.IJ, ,., " (,'} " '" " ,,, '" " 1,,1>
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<50 ,, .,,
<50
<l I>
<So
<511
<.\ II
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'" "'' (:""'1,1..,...
CONDrTlONS
<I.()
<I.Cl
<I.O
<I Cl
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<Io
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"" <'" <Io
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<Ill
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<SO
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<'.2.0
<'"
!UI
-- - -
--- -
0
--
Wdl '"" :-.uml,,,,r
M;,co"S"un:,·/\n.•u
MW-II 2114fl(,
S/21%
7/1111'1<,
IIK,l'K,
"!141.,1
5112/117
~m
11111m
)/Si'/~
5/h~!~
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1114Ng
m=
5112/99
""'" """' 2/l7MO
>=
81],00
1117~11
,l,~lo, ~-
R<m<w.o!W<>l'erf"'""'""'SL.on.b,d
Moc~m S<1un;<' /\rco
MW-I'! 2/Dl'X,
(IJL) 2111/W,
5/l/W.
(Ill.) j/Y;t.,
J/Jll'lf,
11.1',J'I(,
USl'J1
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M~;
llllll'/7
l/Sl'JX
jl(.l'JX
xn~1~
II/Jl'J~ u,=
SIBl'JII
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2/l7~XI
'""" "'~ I1!8/UI
71II/UI
1/l6N2 , ' ll.<mtJ.. ~>nl'ctf<>nn&nee larnlard
NA• N,~ i\nolyn,J
--
T"eil X)lm.c, Aoe1o0< c1;:;:;;'.~ (uw'I.) {uell.)
<1 II <Ill <Ill
<111 <l<I <Ill
<lll <Ill <10
<:_l 11 <IO <IO
<.111 <IU <IU
<.111 <IO <,0
<HI <10 ,.
<HI <10 11,(,
d[I <IH <1(1
<HJ <IU <Ill
<10 <Ill <Ill
<l() <Ill <HI
<JO <'.1(1 <1(1
<JO ''" <W
"'" <W "' "'" <W <W
<'" <W n
<lll <W "' <) (I <111 ,,
<.1 (I <W " <.l.U <Ill <IO
<J a ~ ''" " . ,oo Jl-00 "'
<JO l4"V.ll "" <,10 <IU <Ill
<lo <10 ,,,
<l!! <Ill <Ill
<Hl <:Ill " <l U <lllO rn,
'" <l';(l 520
"' ''" <!II
<l 11 <'.l(I n
"' '"' '" <» ''" " <.l,11 ''" ,,, ,,, <"' '" "' <S, <1(1
4,0 <,a '" "' <>o ,,
"' <"' ,,. ,,, <W ''" ,,, ''" "" <f, II ''" l[JfXI
<(, (I <5(1 H!XI
'" ''" l'!OCI
fil ,
---
Table S (Continued)
Ground,..alir Qu:lliry Summary
Maton/Dotkery Silt
Richmond County No,ih Carolina , __
lknlbu ~ant:>e Nici.cl Von.d,um
(uell.\ (,;,,,_) (ue/1_) (uo/1.) (uoi'l.j
IUJ <.I ii ., <4U <SIi
•n <.\ [I n <4!l '" l!U <.\0 " <4(1 "' ., <Hl " q" <S> ,. <.\0 " q,, <W
~ <,0 " '<40 ,.,
120 <H) ''" q" "' 12(1 <H> H6 q" "' ')') <.Ill " <411 <'i(I ,. <.\II " <411 < • .\OJ
1!11 <}II " <411 <SIi
"" "" " <40 "' ,,. "" n «o <W ., "" '" «o "'" no "" ,oo "" "'" "" <,0 "' "" "" ''" <5.0 " qo <S>
l.lO <51) " <,0 "' "" <5 I) "' <4{) <511
llXl <5 () " <:40 '" ,., <>0 ,,, qo '"' ~,. " ·~-qo, 170 • ,~ , "' ,oo "'
1711 <5,U l'.1\/0 " <:I()
<IU <5,1> <5,0 <40 <S>
1711 <SI> ll(XI " <51J
<Ill <SIi <SO <,0 <SIi
llll <SIi l'Jl~l " '"' ''" <511 !:IOU "" "" 120 <511 ,-,,, <W ,, <5.ll lf,ll(l «» <>o
)_l(l <511 lUI() «o '"' '" <5.11 2(.00 4r,5 <,>
" <5 IJ 2200 <40 '"' "' <50 IXIKI <4!1 "' I7(l <SO HOO " "' 1.10 <Hl l.100 "" <>'
"" "" noo «o <>o
" "" noo «o <>o ,oo <HI »oo " " no "" noo DO ,,,
''" <5,0 HOO " ,,,
"" <5,0 11~1() "" "' J(,O <5,11 21011 "" IW
"" "" l(KK) ,,. "" Mo"'"'"n~ Well N,11 .'iompleJ
,oo
---- -- - -
,-t·~~;·, Ixad -~ C,aru<I< S1.t<p,,n.lcdS..i,J,
(,-,/1.) (uoll,J (uoll.) ( ".) ( ".)
"' <(11() u NA <I(] 41~! n <'.(110 ,., NA <elU ,,
n <(ll() <.1.(1 NA NA " <?U <U )0 <1.U NA NA " '" <0.10 <J.U NA NA ,,
''" o,m <J.O NA NA <.\.O
" <()_l(I '' NA NA ,00
2!I 7 ,, ,, NA NA IHI
<)II <11111 ,, NA NA ,,,
<lO <11111 ,, NA NA ,,,
<lO <11111 " NA NA '" " <ll,\IJ <JU NA NA n n ~'" <]0 NA NA <,0
" <Cl.JO <J.O NA NA <5.n
M <IJ.'O '" NA NA "" ,. <ll JO <'" NA NA M
<,0 <UJIJ <J,O "' "' _l(,
'" <ll.10 <:l,0 NA NA •.
'" <111() '" NA " "'" " <lUO '' NA " ,w
'" <O 10 J.J NA NA ''" 170' <0.10• l0.0 • NA· ". 24(10 • = ' " u '"
<W <O.l!l <_l fl 051 <!II ,,
<lll <:11.111 <_l n <U.20 <Ill <511
<lll .:11111 <.l 11 nn <Ill " <!I) "11,)11 <J,U <11.2!1 <Ill <)(I
<!() <lllll <HJ <()21) NA " <20 <(110 <.l.O <U.20 NA " " <U )0 "'" <0.?11 NA ,,
<10 <U.Jll <J.O "" NA n
<20 <U JU <J() <U?O NA " )bl <lo <.10 <0.20 NA 121!
<20 <II.Ill <JO <ll.21l NA " <20 <11 .. lll <I() <UW NA " " <Olll <J(I <Ulll " " " <O 10 <J.O <020 NA ' " <U.JO <J.O <020 NA " <20 0 . .10 <J.O <U20 NA '" '" <UJU "' 0 . .12 NA ,w
n <U.JU ,. "" NA ,w
''" <II.JU <lO <()20 NA ,,.
" <11.lO ''" <(),20 NA "" % (I ~5 "' (IX] NA 111K)
'" (I/,(, .,, 0,.15 NA IJ(l(l T' )
,,., l\mditi"""
" ,, '"
--- ----- -- -
Tablr5
Groundwater Quality Summary
Macon.I Dockrry Site
Richmond County, Nol1h Carolina
- - --
Well
Numb.:,
D••c Chl<11>;fonn 1,1 -D,ehlt>n..,llumc l, l • lhchl<1""'1h<"" C,.,.lnn•·l.2·D•chlon,.lh,,n., Melhylen< chl<><id< Tc-tru.:hlorocth.:nc I.I.I -Tnchlorn<!hanc Tnchlon><thykni: V,nyl chlumk &n,cnc Toluene
Uppc,Ma«m
MW-ll
Upl"'r M•i:oo
),l\>,'21
(Jllll')
,In-lo L
2114,)(,
5/l./'K,
7/JO/%
iin/%
!/4~!7
)/121'17
K/f,/',J7
IJ/IIN7
2K.-.~
)/),"IX
><K.l'IK
111:'NK
;/IIN'i
s112m
Kl<,N9
11/l/W
Vl71U(J
>NW
>=>
1/IIINI
~ "'
2115I%
5/11%
5/Jl'J6 ,,_
11~.1%
""" 51121'17
""" 11111/97
2/lNK
5/lf'JK
K/f,f'JK
1114/'JX
m=
j/]1/'J'J
l!/5MJ
I 1/l~l'J
!Iii~•·
j/MKI
K/lll"KI
IIIMII
~
Rerrn:d,,t ,n l'cnornumcc S'""""'"
r-.1\ • Noc Nll<l}'""d
<Io
<! Cl
<\(I
<Ill
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<I II
<I II
<I 0
<:1(1
<HI
•-IU
<l<I
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<Io
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<! (I
<>"
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lJl. • lJ1lut1on
<HI
<>" <I.O
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<!.U
<1 ()
<I !l
<] II
<] II
<I II
<I.II
<I II
<I IJ
.:HJ
<I II
<"ICI
<:ICI
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<I I!
<I II •
UL• ll,lu!aun
(u) (u.) (u) (u.) (u) (u1.) (u.) (u.) (u)(u.)
" ,10
<I II
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<In
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.15-00
'' " " " ~-.1
6.9
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2.1
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>>
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" " ,,
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<20
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<:1.0
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n ,., ,,,
7.Y
"
<).()
<l.O
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<Ill
<I !I
<Ill
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'"
<1.0
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<In
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<'.I.II
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<I u
<I.U
·I"
<'.Ill , ..
<l (I
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<Io
<Io
<Io
<>" <1.0
<I.Cl ,.,
<I 11
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<'.Ill
<Io
<I <I
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<.I <I
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<In
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<I U
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<1.0 <I 0
<I.O <Io
<1.0 • <1.0 • , ..
<l.0 <:I II
<I.II <I 0
<I.O <1.0
<l.O <I 0
<Io l
<1.0 <! 0
<LO <!.O
<1.0 <l.O
<l (l <lo
<I.O <I,()
<I II <I !I
<IO <I II
<I II <I 11
<I.II <:I II
<Ill <I II
<I II <I II
<I II <:In
<I 11 -<I II
<I 11 <I II
<I.II <:I II
<:Ill <:Ill
<I 11 <I II
<I II • <'.I II.
\CKKI
- - - -
--- - -- -- -- - - --- - - - -
Tablt S {Conlin=d)
Groundwaltr Qualiry Summary
Muon/Dockl-ry Silt
Richmond Counly, l'iorth Carolina
Wei! ""' Total Xylc..,.,,. Aoohonc ct;::'.~'1 llonum !lo')·lhu M•npno.., Nie~<! v:~.~ Zinc c;:;:;•1 ,,,, Mo"'"" c,aniJc "'"''7rn':~ .~>h<h / Numb..-r (uo/1) {uo/1.) juo/1.} {uo/1.\ fuol1.) /uo/1) (,•/1) ( -~,\ (uoil.) (~1•/1)
llpp<rMacun
~W-CI Z/14M, <_lO '" <!II ,,, <5 la "'" <511 "''" <U.1<J <lU NA <I!! >=· <:HI <I(> <Ill ,,, <.111 <)() <W '" <211 <U.lU 2(1 NA <IU
71101')(, <lU <:Ill <Ill '" <'ill <.I!> <•O ,,. <W ~.10 "" NA NA <HI
IION(, <;\(> •,Ill <Ill <~> <511 "' <40 '" <211 <;jJ_lU <111 NA NA " l,/4/'JJ <1 U s'.1(1 <10 <IU <.10 <)(I <40 '" ''" <'.!>JU <J,O NA NA <5()
SIIU-J7 <l II Cl(I <IU .. , <'iU <511 <4() <.10 <20 ~'" <l.U :-.A NA <:j(I
Xlfol'/7 <_1 II <IO <IU '" <50 <50 q" '" <20 <Ul{I <.10 NA NA <SU
1111 ll'J7 <l.lo <10 ''" '" <5,U <.10 "" <.\U ''" <) () <JO NA NA <:.l,U
2/1,f'!ij <JO <I!/ <HI ,,. '"' <Hl "" <'iU <W <:tl..10 "" NA NA ''" 5/.ll'JX <CJ{) <IU "" ,,. <511 <.I() "" ''" <20 41 . .10 <JO NA NA <.I.U
~~· <.10 <Ill <IO ''" <.\.U <:I() "" "" <2(1 <(J..10 <..l(I NA NA <.\.0
ll/31\lB "" <'" <IO '" ., " <.10 "" <.111 <20 <;{)_10 "" NA NA <.\(I
21111'!9 <111 <Ill <IO ,,. <.\II <.In <41) <SIi <CO <()\(I <111 NA <A <.\0
;11;,l'n <1!1 <Ill <IU <.5!1 <S LJ <.Ill <4!) <,O <;'U <:1).1(] '' NA ~A <.lo
S/(,/'/9 <.111 <I() <1(1 "'" <.\,0 <.\ II <4(1 <.\{) <W <:() \(I <.1.IJ SA NA <.\()
11/Jl'!'I <.1 u <10 <Ill <.Ill <';() <.I.II <4(1 .,, <llJ <11,)11 <JO <A NA <HI
2117.W <.l 0 "' <1(1 ''" <H <.Ill ''" <.\() <W <O.JO <J.O NA NA ''" >am <HJ "" ''" "" <.1,(1 <'.:I() <'.411 <'.)() <W <(I.JO <],(I NA NA '" -<.1,0 <I() <Ill <.\II <.I.II <.1.0 "" ,,. <W <O .. lll <J,!) NA NA '" 111001 <),O '"' <Ill <.Ill <.\,(I <Hl "" <.Ill ''" <0 .. 10 <JO NA NA <S.o
,J,slo, ~ <),O <m '"' '" <.1,0 <.\,() "" <.1(1 <20 <IJ.Jo <J,U NA NA <:.\,U
<JU• <l(l • <10 , <SIi , <.\,0 • <.\,()' <41l• "'" . <20. <ti.JO• <]0 ~ NA• NA' .:j_O •
Rc-meJ,auo" P<rfoimancc Stnm1ard '"' HOO " IIXXI '" l(XI "' ... " u '" NA• N"l Analywd
lJpp<r Mocun
MWll l/151')(, <.1.0 "' ,,, 211) " 1m1 <4(1 JlO !M "'11111 " U.22 <Ill 141XI
)IJN<, <.lU <Ill ,,, 171) <SIi ')<XI "" " 15(1 <(1111 " <11.l(I <Ill U(I
[IJlJI'} SrJl'I<, <lo <Ill <Ill "' <HI <.SO <4() '" <l() <II 10 <_lO <1Un <10 <5.n
7110/'X, <'.l() <111 <Ill '" <511 '" "" ''" " <0.111 " <IU!I NA " 1)1(,l'J(, <l(I <el!I <HJ '" <511 " <411 .,, <l(I <0 . .10 <3.0 <O.lll NA '" )N/'-!1 <HI <)I) <IO <l!I <,0 " <W "'" <Ill <U.10 <HI <ll 2" NA " ;11vJ1 <10 <W <IO '" <'i.11 " "" '" <'.2(1 <1)_1(1 <J(I ooi NA 1411
~K,l'/7 <l ll <II! <I(> ,,. <5 I! ., <40 ,,. <,0 " "' <lllO NA ,,,
111111!7 <1.IJ <IO <IU <50 <5() 41.1 "" ''" <W <I IJ <3.U NA " " 1151'1" <.1.11 <IU <Ill ,,. <50 " "" <ID <211 <()_IU <3.0 <020 NA <'iO
)/j!'Jij <.HI <I() "" <'iU <'iO "' "" '" <lO <0_1(1 <l.(I <O!O NA ,,
11/(J<JS <.10 <1(1 <Ill <W <HI " "" '" <W <0.J(I <'0 <:(12() NA • ll/4!'JM <.l.(! <m ''" ''" <'i,O "" "" ''" " <1).)0 <J.O <O.lO NA '" 2/ilWJ <lO ''" <)H ,,. "'" "' "" ""' <lO <O.lU <J.O <O ~u NA " S/IJ199 <'" ''" " " ''" "" " <W " <0.30 '" <0.20 N, "" "'ffl "' <I.O " " <Sn <,.so " ''" " <0 .. 10 (,_2 <0.20 NA "" l lfJMJ <.1 u <W " '" <.S.U lW "" <W " <;(1..10 H, ~'" NA " l/17.00 <HI <JO <10 .. , <.S.O " "" <W ''" <0 .. 10 <J,O <0.20 NA " -<J.O ''" <10 ''" <S.0 ,~ "" ''" " <O.JO <J_O <0.10 NI\ " -<.1.0 "" " " <5.0 ml "" <W '" <U.JO " ~'" NA "" lll!Wl <_lO <Ill ''" '" ''" " "" <W <W <U .. lO <J,O <O.l0 SA n ,Its/,,_ ~ <_lO ''" " " "'" "" "" ''" % <0.JO '' <010 NA "" ,~ <).O • <10 • <10 , .,,,, <'iO , '" ' "" . <W• ''" <U.JO <l.O , -u20-NI\, <'.1.0
R.-meJ,..llon, rn<>mlll!ICe Slal>d,rd ,oo ""' '" "w ' '" 1m '" = ' " '' '" :-SA~ No1 Analyzed
---
0
-- --- -- -
Table 5
Groundwattr Quali1y S11mmary
Macon/ Dockery Silt
Richmond Counl}', /1,'orth Carolina
- - --
Wdl
Nun,bet
!>.oe Chlon,I""" I. I • Dichl<>no:tho<>< I. I -D,ohl<>n><lhcnc C1,itnm,·l.l·IJ1ehl<>mclh<n< Me~1yle!0e cbl.,n<l< Te.,..chl<>no:th<me l.l.1·1'nchl<>n"'th,,'"' !nchJ,,,.-,lli)'kn< Vinyl ehl<>nJc lknzcn< Tulu,.,ru:
(u ,) (ta• .) (u II.) (u .) (u .) (u ,) (u ,) (u .) (u ) (u .) (u )
£..,11erMacun
MWI-'
(DI.)
l/14M,
1114!')(,
51'.J'K,
1/:l()}-)(,
ll/f.l'K,
l/4i'/7
5112/'!7
M,l'/7
11/l li'/7
~/jJ'J~
MJOJS
K/7i'JM
11/41'/X
!/lUl'l'J
SJ]\IY'J
<I <I
<I II
<I II
<20 ,,
"'I 0
<20
<20
<I()
Kl.\!'~/ ··J n I<
11/lN'J <11! II
Vl<.,.XI <I I•
)/)<}(XI <I II /,4
X/2/IXI <I II 4 II
ll17All <I II I.X
711 IAll Mu,,,t<>nn~
l111Jll2 M,mitorino
Remcd,at""' 1 crlmm•rw< s,.nJ,rJ )SOU
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l/~1\17
5112.l'J1 mm
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<Io ,, "
<,0
<,0 ,, "
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<20 ,
" "' " ,,
" " " •• " •• ,., ,,
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' " " ,,
" u
" l~KI
,, ,, ,,,
-=1 n
<I II
Well
Well
,,,
'' " H
" " " " " " 1..1
<1.0
<,0
''" <l.O
<!.Cl ,, "
<Ill
<l.ll
<I"
<2 I)
4,'! ..
<I 11
l..l
n
" <2.0
" ,,,
<2,0
<l.U
<lo
<lo
<) (>
~10•
<.JU
•II•
<Ill
<I !I
<1,(1
Nul
Nul
"'
" <I (I ,, ,, "
<I U
<l U ,.,
" ' .U ,, ,. ,,
" '' "' H,
H, ,,
"
"'
<2.U
<l(I
<l u
:<.1npld
SA.\.11'1.ED
,,,
<I U
. I"
<I IJ
<Ill
scHI ,~
DI.JI!
<I Cl
" <1.0 ,, "
<I.O
<I.O
<I.O
<,0
<1.0 ,,
<W
<1.0
<I.O
<LO
<I.Cl
<,0
<I II
<I U
<I (I
<Io
<Io
<20 •
'!IE .,
" ,,, ..
'" .,
'" H
" '" "' "
'' " " ,,
'' _l_l ,,,
,0
H,
" u
<I.U
<1.0
<:1.0
<1.0
<1.0
<1.0 ,, ,,
20 ,,
J 7 ,
<I U
. I"
<:1,(1
<In
<HI
Dry
DRY
'"
<20 •
<Ill
<I II ,., ,, "
<Ill
<I.IJ
<HI
<HJ
1.2
<I.IJ
<:l{I
" ,,
" <2()
<2,0
<lo
<20 , ,, "
<I II
<In
~1 u <I"
'" <Ill <I U
<I Cl <I.II
<I II <I II
t:ONDrrlONS
<2()
<'.J,O
<\ ()
"" "" <I 0
<1.U
<1.0
<,0
<:1,(1
<I 0
<1.0
<,0
<,0
<! ()
<\ 0
<I II
<I II
<I II
<I 11
~111
<211,
<l,!I
<2,U
<I II
<I II ,, "
<:1.0
<1.0
<I.U
<1 D
<1.()
<,0
<l.O ,, "
<111
<I.O
<I u
<l.ll
<I.II
<I.II
<Ill
<I"
<2.11 •
,,,
<1.0
<Ill
-<10
<l(I
<l(I
<I (I
<I.Cl ,, " ,, "
<1.0
<1.0
<1.0
<1.U
<!.U
<t.U
<l.O
<I.O
<I.If
<I.U
<I /J
<I.U
<I II
<l<I
<l<I
<:2()■
IIKXJ
----
--- -- ---
Well '"" fotal X)k1><> A•-c:i;::i;t1 Numb<, (uoil,) (uoil,)
Ln>or),l"""n
MWP 2114/% <1.(1 <rn " (Ill.) 1/l4fl<, <1.(1 <rn <1(1
"''"' <111 <I() "' 7/11)1')6 <l, II <Ill " 11/f,l'J(, <HI <10 "' 114/'JJ <HJ <Ill " SIIUW <(,() <!\I " """'17 <'.(,0 <in " 11111/'J"l <I.' <SO 11 ~
2/V!K <IU <Ill " j/1,l'!K <(,0 <!II <IU •n~,, <l 11 <In <IO
111-INX <HI <Ill " 2/llWI <.10 <II> " .'illlt-J•J <_l I) <l(J " XISN~ <l,Ll <10 "' 11/lN'J <H> <Ill y,
v.= <)Cl <W '" ,,= <),0 <W '" -"" <W " IIIWI <)O <!(I " 7111~)1
l/lMll
Rcmcdiollon I crlomumcc Stam.WrJ '" NA= Nol J\nal)'z..-d DI. a [),lull
Lo"crM•cor,
MW22 2/14f'X, "'" <W " _'jf2J<J/, </di <W " 1/)0J'X. <.1.(1 <W ,,
l!K.-J6 <l 11 <W <W
2/4!''17 <l lJ <W " 511:W7 <_l.O <W " 'liflrl1 <l ll <IO <W
I 111 lf'J7 <l ll <IU <W
215i'JM <J II <10 " Slf.-JK <1 (I <Ill " M.l'JK <.l II <10 " l l/4~JM <.l.11 <,0 <1(1
2/l(lMI <;_111 <el() " 5/llf'J'J <.10 <'10 " KIS/'l'J <Hl <Ill <Ill
11/Vl'J <l(J ''" " !/lMU <111 ''" <10 ,,,... <_1 n <ID " ~ ... <.l.O <W '" 11171111 <>O ''" <Ill
1/1r/oz.. 712WIJI <.10 <1(1 "' lrtm:m' <(,() • <20• " RcmcJi>IIOo J',,rfo"""""" Sia,._ ,oo ""' "' DI.* l)iluti
0
-- -
Table 5 (Continued)
Groundwater Qualify Summary
1\-hton!Dockery Sile
Richmond Counly :-O'orth Carolin■ , __
8C[)'lliu Mi>lljl.lln<::>< Nic~<l v::,':~~;'1 (u•il.) (uoil_) (uoil,) (uoi1.)
,., <,0 "" ~· " <'> <jO <S!I <,o <'.)U
7KII <j!) IIK!) <00 "' •J(,(I " 15(-1 <4(1 1111
'i:O <'i() 7(,(1 ~" '" nu <SU "" <W '" ,., <511 \W <41) <S, ,,, <)O 7r,o ~" '" 1j(, <SO ,,1, <411 "'" 1111 <511 1'J() <4IJ '"' 1411 <S IJ 1\(1 <4{) <"'
1711 <$.I) 1511 <-1(1 ''" l(,11 <H) 4)(1 <'" <"'
"" <Hl lllXI <,0 IW ,., <!i,{) "" <'" ,.
lllXI /,,/, 141KI ~" 1.10
(,IX> <S,(I '" " '" HO "'" "" ~" <'"
'" "'" '"' ~, <'"
S.lct <.'i,O (,(,1) ~· <'"
_'jl(I "'" '"' ~" <'"
Mom~•rit•~ Well N<>I SampleJ " .
" '"'
27() <S.O 22!XI ~" WI
llll <HI '" ~" " " <.'i.O (,5() <'" <'"
''" <.'i.O "" ~, <'"
" <.'i.O "" ~, <'" ,,, <'" ''" ~· "'" " <50 "" ~" <'"
<SIi <.\(I "' <4IJ <'ill ,,, <>O 1,.10 "" <S,
l(~I <HI 77(1 <,0 <"'
"' <50 1,511 "" <'>
<"' <50 lHI "" <»
"' <50 /,)(I <4!1 <SO
'" <!iO l(~J "" "" " <511 lXIJ <lll <511
" <j fJ l20 <W <'"
<"' <5.U 140 "" <"'
llll <j_O ~" "" /,1
!(Kl <5.0 mu ~, l!O
"' <5.0 4)(1 <,0 <<>
<511 <SU 1111 "" <'" "' . <SU• SIKJ• <40 • =· •= ' "' ,oo '"
-- -- -- - -
l~nc CaWmwn l...:aJ Mcr<:WJ' l:)·•niJc SuspcnJc:J s~h<b
(uoll,) (uoll.) (U"i1.) {uo/1) (moil,) {moll,)
'" <tUO " u <1(1 ~Ill
<20 <(IJ(I <.l.ll <:t)l() <,0 <S,(I
IW <11.JII "' '' <Ill lllKI
WI II.JI n (151 " llKKJ
llll <0.10 " <:11211 " 7lll
llll <:IJ 10 "' 1142 " HO
" <0.10 (,! 0 'i.1 " 41~1
14(1 <'.11._l() "' 0 .. 11 " llW ,,, <1.ll " <:lllli " " "' <'.(J_l() ,, 0.17 " I ~II
"' <ll.l() <1 ll <O lO " " ,,, <()l(I <111 on NA " 11(/ <11<(1 ,, U lO NA -IW
l<,U <lllU " <1>20 NA 1.'ilKI
'"' O.J9 "' (l,'j(I NA (,4!1
21,11 <11)11 '" OH NA lf,IKJ ,,, <U.)IJ " 1147 NA 7KU
~ <IJ.Jo <)O O.ll NA ,,.
''" <tl.10 " 03(, NA ... ,oo <ti.lo "" "" NA l,9Cl
"' <U.JO "' "" NA 1'101.l
'" Ory t.:,~oJ,Mo•
" '' '"
"" <tl.JO )~ NA <'" "'" ., <ll .. 10 " NA <W l1n ., <1),10 " "' "' l(,11
.w <ll.lO u NA NA 110
" <II.lit " NA NA u" ,,, <11.lU ,, NA NA .l!.U ,. <11111 "' NA NA HO
17,7 <el 0 <.11) NA NA 11(1 ,,, <11,1 '" NA NA 1)1)
"' ~· "' NA NA '"' "' <()_l(I '" SA " 210
" <II .10 <_1,fl N, NA 120 ,,, ~.w ,, NA "' HU
'" <11 . .1() X,11 " NA ,.,
" <ell1() "' NA NA ,.,
" <(J __ l() " NA NA l lO
<W <() __ lll <>O NA <A " ,,. <0.10 11.0 NA NA ,,.,
,w <0)(1 HO NA NA '"' "' <(/1(1 " NA NA 2W
<20 <(I .10 <.111 NA "' ,,
" <tl.10 • 7.1· NA• NA• 2111 = ' " u '"
I
I
I
I
!Sample lo :Location
VE-OJ 2121.1%
6/5/96
7/1/96
1 l/S/96
I 6nJ/97
11/13/97
6/19/98
1 l/4/98
5/1 )/99
I 11/3199
S/8100
OW•l V22,'J6
6/5/96
I 711196
11/8/96
6/2)/97
11/! 3/97
6/19/98
I 11/4/98
5113/99
11/3/99
518100
I OW-J V,2}96
6/5"6
7/1/96
!1/8/96
I 6/23197
11/13/97
6/!9/98
l 1/4/98
5113199
I l l/J/99
5/8/00
OW-5 2/22196
6/5/96
I 11/8/96
6/2)/97
l l/lJ/97
6/19/98
I l/4/98
I 5/13199
I !/J/99
518100
SVE Exhaust 2/14/96
I 2115/96
Z/16/96
4/3/96
6/5196
711196
I 8/1/96
2/5197
6/23/97
snm
11/13197
I 2/6/98
5nl98
sn/98
I l/4/98
211 l/99
I 5/13199
815/99
I \/319<J
5/S/00
I
8/3100
I
Table 6 (Page 1 of3)
Air Quality Summary
Maconffiockery Site
Richmond County North Carolina
Chloroform 1,2-Dichloroelhene
m<>lmJ mg/m3
<10 <10
<10 <10
<IO <10
<10 <10
<10 <IO
<2.0 2.3
<2.0 <2 0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<2.0 <2.0
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<10 80
<10 <10
230 <10
<10 <10
<10 <10
<20 <2,0
<2.0 <20
<2.0 <20
<20 <20
<20 <20
<1.0 <LO
<IO 380
<10 <IO
<10 <IO
<IO <10
<2.0 <2.0
<2.0 <2 0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<10 <10
<10 <10
<10 <10
<10 <10
<10 <IO
<10 <10
<10 <IO
<10 <10
<IO <10
<2.0 <2.0
<20 <2.0
<20 <2.0
<2.0 <2 0
<2.0 <2.0
<20 <2.0
<20 <2.0
<20 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
Trichloroelhene Toluene
mP/mJ mP/mJ
<10 <IO
<10 <10
<IO <10
<IO <10
<IO <10
<20 <20
<20 <20
<2.0 <20
<2.0 <2.0
<2.0 <20
<1.0 <1.0
<10 <IO
<10 <10
<10 <10
<10 <10
<10 <10
<2,0 <2.0
<20 <2 0
<20 <2.0
<2 0 <2.0
<2.0 <2 0
<1.0 <1.0
<10 <IO
<10 <IO
<10 <IO
<IO <10
<IO <10
<2 0 <20
<2.0 <2.0
<2.0 <2.0
<2,0 <2.0
<2,0 <2.0
<t.O <1.0
<10 <10
<10 <10
<10 <10
<10 <10
<20 <2.0
<20 <2.0
<20 <20
<Z.O <2.0
<20 <2.0
<10 <10
<10 45
<10 43
<10 73
<10 <IO
<10 <10
<10 <10
<10 <IO
<10 <IO
<10 <10
<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
<2 0 <2 0
<2 0 <2.0
<2 0 <2.0
<1.0 12
<I 0 <1,0
I
I
I Sample ~ Location
I SVE Inle1 Line 6/5/96
7/1/96
Unner Dockeru Air Stack 2/16/96
I 4/J/96
6/5196
7/1/96
~1196
11/8/96
I 215191
5/12/97
snm
l llJJ/97
2/6/98
I sn/98
snm
11/4/98
2/11/99
S/13199
I 8/5/99
l l/J/99
smoo
8/3/00
1/18/01
I 7/11/01
1/16/02
Lower Docker; Air Stack 4/3/96
I 8/1/96
11/8/96
S/12/97
11/13/97
V6198 I sn/98
Bn/98
1 l/4/98
2111/99
I
S/IJ/99
8/5/99
11/3/99
smoo
8/3/00
I 1/00/01
4/24/0!
7/11/01
I Macon Source Air Stack 2/16/96
4/3196
SD/96
615196
7/1/96
I 811/96
11/8/96
215197
5112/97
8n/97
I 11/13/97
2/6/98
sn/98
817/98
11/4198
I 2/11199
5/13199
8/5/99
l 1/3199
2/17/00
I Sffl/00
8/2/00
1/\8/01
7/11/0l
1/16/02
I
Table 6 (Page 2 of3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Chloroform 1,2-Dichlorodhene
me/ml me/mJ
57 <JO
<10 <10
<JO <10
<10 <IO
<IO <10
<10 <IO
<JO <10
<IO <IO
<IO <IO
<JO <IO
<2.0 <20
<2.0 <2.0
<2,0 <2.0
<2.0 <20
<20 <2.0
<2.0 <2.0
<2,0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <20
<1.0 <1,0
<1.0 <1.0
<1.0 <1.0
<1.0 <IO
<1.0 <1,0
<IO <IO
<IO <IO
<IO <IO
<10 <10
<20 <2.0
<20 <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 <2 0
<1.0 <l.O
<1,0 <1.0
•"*Not Samnled
<10 I <l.O I
... Not Sampled
<IO <10
<10 <JO
<10 <IO
so <10
<10 <IQ
<10 <10
<10 <IO
<10 <IO
<10 <IO
<2 0 <2 0
<2 0 <2.0
<2,0 <2 0
<20 <2.0
<2 0 <2 0
<2 0 <2 0
<20 <20
<20 <20
<2,0 <2 0
<2.0 <2,0
<2 0 <20
<1.0 <1,0
<1.0 <1.0
<10 <IO
<1.0 <LO
<1.0 <1,0
Trichloroethene Toluene
mnlmJ mnlmJ
<JO <JO
<IO <JO
<IO <JO
<10 <JO
<IO <IO
<IO <JO
<IO <10
<10 <10
<IO <JO
<IO <IO
<2.0 <2 0
<2.0 <2.0
<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
<2.0 <2.0
<1.0 <1.0
<l.O <1.0
<1,0 <1.0
<!.O <1.0
<l.O <IO
<IO <IQ
<10 <10
<10 <10
<10 <IO
<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 <20
<2 0 <2 0
<1.0 <1,0
<LO <1.0
Svstem Down•••
<1.0 I <1.0
Svstem Down u+
<IO <10
<IO <JO
<IO <JO
<IO <10
<IO <10
<10 <10
<IO <10
<IO <10
<IO <JO
<2.0 <2.0
<2,0 <2.0
<20 <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 <2.0
<2 0 <20
<1.0 <1,0
<1.0 <1.0
<1.0 <1,0
<J.O <I 0
<1,0 <1.0
I
I
I
I
I
Sample Date
Location
I U/L Macon Air Stack 2/)6/96
5B,X,
615196
7/1/96
I 8/1/96
l 1/8/96
2/5/97
5/!2/97
sn/97
I 1 l/)3/97
2/6/98
sn/98
sn/9s
11/4/98
I 2/11/99
5/1)/99
8/5/99
11/3/99
2/17/00
I Sffl/00
8/2/00
1/00/00
4/24/01
7/! 1/0!
I 1/16/02
Pro,...rtv Line 2/16196
4B/96
I 5B/96
6/5/96
7/1/96
8/1/96
11/8/96
I 2/5197
5112/97
Bn/97
1 l/13/97
2/6/98
I Sn/98
sn/9s
11/4/98
2/11/99
511 J/99
I 8/5/99
11/3/99
2/17/00
5/8/00
I 8/J/00
1/18/01
7/11/01
1/16102
I II
I
I
Table 6 (Page 3 of3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chloroform 1,2-Dichloroethene
mi!/ml ml!fmJ
<10 <10
<JO <10
<JO <JO
'50 <10
<JO <10
<JO <JO
<JO <JO
<JO <JO
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
NS NS
<2.0 <2.0
<20 <2.0
<20 <2.0
<2.0 <2.0
<20 <2.0
<1.0 <1.0
<LO <1.0
.. •Not Sampled
<LO <1.0
<1.0 <1.0
<1.0 <J.O
<JO <JO
<JO <JO
<JO <10
<JO <10
<JO <10
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<'.10 <2.0
<2.0 <2.0
<2,0 <2.0
<2.0 <2.0
<2.0 <2.0
<20 <20
<2.0 <2.0
<20 <2 0
<'.!O <2.0
<2 0 <2.0
<2,0 <2.0
<J 0 <1.0
Trichloroelhene Toh1ene
m<>lmJ m"lmJ
<JO <JO
<JO <JO
<JO <JO
29 <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<20 <2.0
<2.0 <20
<20 <2.0
<20 <2.0
<2.0 <20
NS NS
<20 <20
<2,0 <2 0
<2.0 <2.0
<2.0 <2.0
<20 <2.0
<1.0 <1.0
<l.O <1.0
Svstem Down•••
<JO <1.0
<l.O <1.0
<l.O <1.0
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <JO
<JO <10
<JO <JO
<JO <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
<2 0 <2.0
<2.0 <2.0
<2 0 <2.0
<1,0 <JO
• "Not analyzed, Tedlar bag deflated during sample shipment••
<1.0 <1.0 <JO <1,0
<1.0 <1.0 <l.0 <JO
<1.0 <1.0 <JO <1.0
I
I
I
I
!Sample lc::J :Location
VE-01 2122/96
6/5/96
7/1/96
!1/8196
I 6/23197
11/13/97
6/19198
l 1/4/98
I 5/13/99
11/3/99
5/8100
OW-l 2/27./96
I 615196
7/1/96
11/8/96
6/23/97
1 J/!3197
I 6/19/98
11/4/98
5/13/99
1 l/J/99
5/8/00
I OW-3 2/22/96
6/5/%
7/1/96
11/8/96
I 6/23/97
11/13/97
6/!9/98
l 1/4/9S
5/13199
I 11/3/99
5/8/00
OW-5 2/22/96
615196
I 11/8196
6/23/97
11/13/97
6/!9/98
l 1/4198
I 5/13199
11/3/99
5/8/00
SVE Exhaust 2/14/96
I 2/15196
2/16/96
4/3/96
6/5/96
7/1/96
I 8/1/96
2/5/97
6/23197
Sn/97
11/13/97 I 2/6/98
5nt98
Sn/98
11/4/98
I 2/11/99
5/13/99
8/5/99
11/3/99
518100
I 8/3/00
I
Table 6 (Page I of 3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Chlorororm 1,2-Dichloroethene
m"lm3 mit/m3
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<20 2 3
<2.0 <2,0
<2.0 <2.0
<2.0 <20
<2.0 <2.0
<10 <I 0
<10 <10
<10 <10
<10 <JO
<10 <JO
<10 <10
<2.0 <2.0
<2.0 <20
<2.0 <2,0
<2.0 <2.0
<2 0 <20
<1.0 <JO
<10 80
<10 <10
230 <10
<10 <10
<10 <10
<2.0 <2,0
<2.0 <2,0
<20 <2.0
<20 <2 0
<20 <2 0
<1,0 <10
<10 380
<10 <10
<10 <10
<10 <10
<2.0 <2 0
<2.0 <2 0
<2.0 <2.0
<2.0 <2 0
<2.0 <2 0
<10 <1.0
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <JO
<10 <10
<10 <JO
<2 0 <20
<2.0 <2 0
<2 0 <20
<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
<10 <1,0
<1.0 <I 0
Trichloroethene Toluene
m1>lm3 fflPlmJ
<10 <JO
<10 <10
<10 <10
<10 <10
<10 <10
<2.0 <20
<2.0 <20
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <10
<10 <10
<10 <10
<10 <10
<10 <10
<10 <10
<2.0 <2.0
<20 <2.0
<2.0 <20
<2.0 <20
<2.0 <2,0
<1.0 <1,0
<JO <10
<10 <10
<10 <10
<10 <10
<10 <10
<20 <2.0
<20 <2.0
<2.0 <2 0
<2.0 <2.0
<20 <2.0
<1.0 <1.0
<10 <JO
<10 <10
<10 <JO
<10 <10
<2.0 <2.0
<2 0 <2.0
<2 0 <20
<2.0 <20
<2.0 <2.0
<10 <1.0
<10 45
<10 43
<10 73
<10 <!O
<10 <10
<10 <JO
<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
<2 0 <2,0
<2.0 <20
<2,0 <2.0
<2,0 <20
<2.0 <2,0
<1.0 12
<I 0 <1.0
I
I
I Sample Dale
LoC111io11
I SVE Inlet Line 615196
711/96
Unoer Dockerv Air Stack 2/16/96
I 4fJ/96
615"6
7/1/96
8/1/96
11/8/96
I 215197
5/12/97
sn/97
11/13197
216/98
I snl9s
sn/9s
l l/4/9S
2/11/99
5/13199 I 8/5/99
I 1/3/99
519100
8/3/00
I
l/18/01
7/1 l/01
1/16/02
I Lower Docke= Air Stack 4/3/96
8/1/96
l 1/8/96
5/12/97
11/13/97
I 2/6/98
sn/9s
Bn/98
11/4/98
2/11/99
I 5/13/99
815/99
11/3/99
519/00
8/J/00
I 1/00/01
4/24101
7/11/01
I Macon Source Air Stack 2/16/96
413/96
snt%
6151%
7/1/96
I 8/1/96
11/8196
2/5/97
5/12/97
Sn/97
I l 11!3197
2/6198
sn/9s
Sn/98
l 114198 I 2.111/99
5/13199
815/99
l \/J/99
I 2/17/00
518100
812/00
1/18/01
7/11/01
I 1/16/02
Table 6 (Page 2 ofJ)
Air Quality Summary
J\lacon/Dockery Site
Richmond County North Carolina
Chloroform 1,.1-Dichloroethene
fflPlmJ m"lmJ
57 <JO
<10 <10
<10 <10
<10 <JO
<10 <10
<10 <10
<10 <10
<10 <JO
<10 <10
<lO <10
<2 0 <2.0
<20 <20
<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 <20
<10 <I 0
<1.0 <1,0
<1.0 <1.0
<1.0 <10
<1,0 <l.0
<10 <10
<10 <JO
<10 <JO
<10 <10
<20 <20
<2,0 <2.0
<2.0 <2.0
<2 0 <2.0
<2.0 <2.0
<2 0 <20
<2 0 <20
<2,0 <2,0
<20 <2.0
<1.0 <1.0
<1,0 <1.0
•••Not Samnled
<1.0 <J.O
•••Nol Samoled
<10 <10
<10 <JO
<10 <10
10 <10
<10 <10
<JO <JO
<JO <10
<10 <10
<IO <10
<2 0 <20
<2 0 <2.0
<2 0 <20
<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
<l.0 <1.0
<!.O <1.0
<l.0 <1.0
<J,0 <10
<1.0 <1,0
Trichloroethene Toluene
mg/m3 me/mJ
<JO <JO
<10 <10
<10 <10
<JO <10
<10 <10
<JO <10
<10 <10
<10 <10
<10 <10
<JO <10
<2 0 <2 0
<2.0 <20
<2.0 <2 0
<2.0 <20
<2.0 <20
<2.0 <2.0
<2.0 <20
<2.0 <20
<2.0 <2.0
<20 <20
<1.0 <l.0
<1.0 <1,0
<1.0 <l.O
<10 <10
<10 <1.0
<10 <10
<10 <10
<JO <10
<10 <JO
<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 <20
<2.0 <2 0
<2,0 <20
<1.0 <LO
<1.0 <1.0
Svstem Doy,m •••
<1,0 I <1,0
Svstem DOWll •••
<10 <10
<JO <10
<10 <10
<JO <JO
<10 <10
<JO <JO
<10 <JO
<10 <10
<10 <10
<20 <2 0
<2,0 <2 0
<20 <20
<2.0 <20
<20 <20
<2.0 <2 0
<20 <20
<2.0 <2 0
<!:.O <2 0
<20 <2 0
<2.0 <2 0
<1.0 <l.O
<1.0 <1,0
<10 .:1,0
<1,0 <t.O
<JO <JO
I
I
I
I
I
I
!Sample I Dale
:Location
U/L Macon Air Stack Yl6/%
513196
615196
7/1/96
I 8/1/96
1 l/8/96
215197
5112/97
sn191
I I !/13/97
2/6/98
sn19s
sn/9s
11/4/98
I 2/1 ]/99
5/1 J/99
8/5/99
11/)/99
2/17/00
I 5ffl/OO
8/2/00
1/00/00
4/24/01
711 l/01
I 1/16/02
Prooertv Line 2/16/96
4/J/96
I 5/J/96
615/96
7/l/96
8/1/96
11/8/96 I 2/5197
5/12/97
snm
11/13/97
I '2/6/98
517/98
Sn/98
11/4198
2/11/99
I S/13199
8/5/99
11/3199
2/17/00
5ffl/OO
I 8/3/00
I/18/01
7/11/01
1116102
I II
I
I
Table 6 (Page 3 of3)
Air Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Chloroform 1,2-Dichloroethene
me/mJ me/m3
<10 <10
<10 <10
<10 <10
850 <IO
<IO <10
<IO <10
<10 <10
<10 <10
<2.0 <2.0
<2.0 <2.0
<2.0 <20
<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
<20 <2.0
<1.0 <1.0
<1.0 <l.O
... Not Snmp!ed
<1.0 <LO
<1.0 <1.0
<1.0 <1,0
<10 <10
<IO <10
<10 <10
<IO <IO
<10 <10
<10 <10
<10 <10
<IO <10
<10 <IO
<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 <20
<2.0 <20
<2.0 <2 0
<2,0 <2 0
<I 0 <1.0
Trichloroethene Toluene
molm3 maim)
<10 <IO
<10 <10
<10 <10
29 <IO
<10 <IO
<10 <10
<IO <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 <2 0
<2 0 <2.0
<2.0 <2.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
Svstem Down•••
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<IO <10
<10 <10
<10 <IO
<IO <10
<10 <10
<10 <10
<10 <IO
<10 <10
<10 <10
<2.0 <20
<2.0 <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 <2.0
<2 0 <2 0
<2 0 <2.0
<10 <1.0
.. Not analyzed, Tedlar bag deflated during sample shipment••
<LO <l.0 <I 0 <LO
<10 <1.0 <!.O <1.0
<l.O <l,0 <!.O <1,0
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
Upper
I Dockery
MW ts• 2/12/96 257.10 36.47 220.63
2/14/96 36.96 220.14
I 2/15/96 37,43 219.67
2/23/96 38.80 218.30
2/28/96 37.07 220.03
5/2/96 38.08 219.02
I 6/5/96 37.04 220.06
7/1/96 38.76 218,34
7/31/96 40.25 216.85
11/8/96 38.56 218.54
I 2/5/97 37.45 219.65
5112197 37.07 220.03
8/5/97 38.66 218.44
11/12/97 42.23 214.87
I 2/4/98 33.45 223.65
5/5/98 33.55 223.55
8/5/98 40.74 216.36
11/3/98 44.12 212.98 I 2/10/99 43.16 213.94
5/12/99 44.94 212.16
I 8/5199 45.57 211.53
I 11/2/99 46.12 210.98
2/16/00 40,91 216.19
5/8/00 40.78 216.32
8/3/00 42 85 214.25
I 1/18/01 43.28 213.82
7/11/0! 43.11 213.99
1/16/02 46.56 210.54
I MWISA 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
I 5/12/97 35.33 221.96
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 5112199 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 7/1 1/01 41.00 216.29
1/16/02 44.70 212.59
I
I
I
I Casing Groundwater Groundwater
Elevation (£t) (ft) Elevation (ft)
I 2/12/96 242.54 30.99 2 I 1.55
2/14/96 32.80 209,74
2/15/96 33.62 208.92
I 5/2/96 34.40 208.14
6/5196 32.30 2 I0.24
7/1/96 34.02 208.52
7/31/96 36.50 206.04
I 11/8/96 37.96 204.58
2/5/97 35. 13 207.41
5/12/97 34.03 208.51
815197 33.90 208.64
I 11/12/97 37.84 204.70
2/4/98 30.26 212.28
5/5/98 36.90 205.64
8/5/98 42.56 199.98
I 11/3/98 46.49 196.05
2/10/99 45. 18 197.36
5/12/99 46.27 196.27
8/5/99 43.52 199.02 I 11/2/99 45.67 196.87
2/16/00 37.65 204.89
5/8/00 37.72 204.82
I 8/3/00 40.21 202.33
1/18/01 37.26 205.28
7/11/01 39.40 203.14
1/16/02 40.73 201.81
I MW20 2/12/96 265.15 24.34 240.81
2/14/96 25.34 239.81
2115/96 25.65 239.50
I 5/2/96 22.47 242.68
6/5/96 27.25 237.90
7/1196 27.80 237.35
7/31/96 28.78 236.37 I 11/8/96 20.12 245.03
2/5/97 25.96 239.19
5112197 24.95 240.20
I 8/5/97 24.15 241.00
11/12/97 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
11/3/98 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
! !/2/99 23.68 241.47
2/16/00 20.17 244.98
5/8/00 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
I
I
I
I Well Date Sun·eyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (rt)
MW25"' 2/12/96 227.33 26.90 200.43
2/14/96 26.79 200.54
I 2/15/96 26.83 200.50
2/23/96 27.80 199.53
2/28/96 26.09 201.24
5/2/96 25.43 201.90
I 615196 25.55 201.78
7/1/96 26.26 201,07
7/31/96 27.38 199.95
11/8/96 26.29 201.04
I 2/5/97 25.27 202.06
5/13/97 23.77 203.56
8/5/97 26.30 201.03
11/12/97 25.52 201.81 I 2/4/98 25.46 201.87
5/5/98 21.28 206.05
8/5/98 28.37 198.96
I 11/3/98 28.80 198.53
2/10/99 28.82 198.51
5/12/99 28.24 199.09
815199 30.77 196,56
I 11/2/99 32.24 195.09
2/16/00 29.93 197.40
5/8/00 27.62 199.71
813100 31.85 195.48
I 1/18/0J 32.02 195.31
7/11/01
1/16/02 34.24 193.09
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
11/8/96 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
I 11/12/97 41.01 210.49
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.l 8 210.32
5/8/00 72.93 178.57
I 8/3/00 76.60 174.90
1/18/01 78.24 173.26
7/11/01 43.02 208.48
1/16/02 76.13 175.37
I
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (fl) Ele~·ation (fl)
UD-2 6/5/96 251.42 38.27 2\J.15
7/1/96 38,91 212.51
7/31/96 41.15 210.27
I 11/8/96 4].06 2 !0.36
2/5/97 75,03 176.39
5/] 3/97 78.95 172.-H
8/5/97 39.13 212.29
I 11/12/97 42.18 209.24
214/98 35.42 216.00
515198 37.41 214.0l
8/5/98 43.50 207.92 I 11/3/98 78.08 173.34
2/10/99 77.48 173.94
5/12/99 76.76 174.66
I 815/99 75.60 175.82
11/2/99 75.57 175.85
2/16/00 42.33 209.09
5/8/00 78.49 172.93
I 8/3/00 68.05 183.37
1/18/01 74.64 176.78
7/1 !/01 68.91 ! 82.51
1/16/02 NM
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
2/5/97 40.12 209.54
5/13/97 38.95 210.71
I 815/97 39.16 210.50
11/12/97 42.42 107.24
2/4/98 35.32 214.34
5/5/98 84.67 164.99
I 8/5/98 83.50 166.16
11/3/98 78.82 170.84
2/10/99 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
5/8/00 68.86 180.80 I 8/3/00 75.15 174.51
1/18/01 68.59 181.07
7/l 1/01 85.70 163.96
I 1/16/02 76.01 173.65
I
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundw111er Groundwater
I Elevation (ft) (ft) Elevation (ft)
UD-4 615/96 239.07 92,60 146.47
7/\/96 35.82 203.25
7/31/96 92.37 146.70
I 11/8/96 83.45 155.62
2/5/97 93.40 145.67
5/13/97 94.10 144.97
8/5/97 30.77 208.30
I I J/12/97 34.04 205.03
2/4/98 26.70 212,37
5/5/98 88.35 150.72
815/98 39.07 200.00
I 11/3/98 62.72 176.35
2/10/99 64.14 174.93
5/12/99 87.15 151.92
I 8/5/99 78.81 160.26
11/2/99 77.2 l 161.86
2/16/00 33.86 205.21
5/8/00 85.88 153. 19
I 8/3/00 88.62 150.45
1/18/01 34.04 205.03
7/11/01 36.41 202.66
1/16/02 71.33 167.74
I UD-5 6/5/96 239.02 28.01 211.01
7/1/96 32.35 206.67
7/31/96 35.00 204.02
I I 1/8/96 34.81 204.21
215197 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
2/4/98 26.!2 212.90
5/5/98 70.09 !68.93
I 8/5/98 77.23 161.79
11/3/98 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/\ 1/01 36.42 202.60
I 1/16/02 36.J0 202.72
I
I
I
I
I
I Well Date Sun'eyed Depth to Corrected
Number Casing Groundwalcr Groundwater
Elevation ft) (ft) Elevation (rt) I VD•6 6/5/96 240.91 29,60 211.3 I
7/1/96 34.20 206.71
7/31/96 32.79 208.12
I 11/8/96 58.25 182.66
2/5/97 56.03 184.88
5/13/97 30.04 210.!17
8/5/97 31.05 209.86
I 11/12/97 34.55 206.36
2/4/98 26.56 214.35
5/5/98 57.83 183.08
8/5/98 64.94 175.97 I 11/3/98 69.51 I 71.40
2/10/99 68.86 172.05
5/12/99 70.25 170.66
I 8/5/99 68.63 172.28
11/2/99 72.92 167.99
2/16/00 33.52 207.39
5/8/00 63.83 177.08
I 8/3/00 34.90 206.0J
1/18/01 34,21 206.70
7/11/01 DRY DRY
1/16/02 37.95 202.96
I uo.1 6/5/96 255.56 33.67 221.89
7/1/96 26.35 229.21
7/31/96 24.78 230,78
I 11/8/96 16.2l 239.35
2/5/97 80.73 174.83
5/13/97 60.14 195.42
8/5/97 I 9.81 235.75 I 11/12/97 22.68 232.88
2/4/98 11.64 243,92
5/5/98 26.06 229.50
I 815198 77.38 178,18
11/3/98 DRY DRY
2/10/99 80.83 174.73
5/12/99 80.04 175.52
I 815199 24.23 231.33
11/2/99 20.10 235.46
2/]6/00 16.43 239.13
5/8/00 19.71 235,85
I 8/3/00 26.46 229. JO
1/18/01 74.37 181.19
7/11/01 25.40 230.16
I 1/16/02 30.73 224.83
I
I
I
I
I
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elc,·ation (ft)
VD-8 6/5/96 259.43 34.43 225.00
7/1/96 40.21 219.22
I 7/3 !/96 37.50 221.93
11/8/96 34.24 225.19
5/13/97 33.61 225.82
8/5/97 35.27 224.!6
I 11/12/97 39.24 220.19
2/4/98 29.12 230.31
5/5/98 30.46 228.97
I 8/5/98 39.37 220.06
11/3/98 62.26 197.17
2/!0/99 67.61 191.82
5/12/99 73.95 185.48
I 8/5/99 42. I 5 217.28
I 1/2/99 41.58 217.85
2/16/00 35.51 223.92
5/8/00 37.34 222.09
I 8/3/00 40.00 219.43
1/18/01 40.87 218.56
7/11/01 40,72 218.71
1/16/02 44.89 214.54
I Lower
Dockery
MW16 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
11/3198 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 l 25.41
2/16/00 30.21 129.76
5/8/00 NIA NIA
8/3100 NIA NIA
I l/1810 I Not Measured -Obstruction
7111/01 32.62 127.35
1116102 33.08 126.89
I
I
I
I
I
Well Date Sun·eyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (fl) (ft) Elevation (ft)
MW24'" 2/14/96 132.99 5.75 127.24
2/15/96 5.95 127.04
I 2/23/96 6.90 126.09
2/28/96 6.15 126.84
5/2/96 6.56 126.43
6/5/96 6.35 126.64
I 7/1/96 6.75 126.24
8/1/96 6.91 126.08
11/8/96 7.06 125.93
I 2/5/97 5.44 127.55
5113197 6.65 126.34
8/5/97 7.61 125.38
11/12/97 6.86 126.13
I 2/4/98 4,98 128.01
5/5/98 6.37 126.62
815198 7.76 125.23
11/3/98 7.35 125.64
I 2/10/99 6.59 126.40
5/12/99 7.50 125.49
815/99 8.3 I 124.68
11/2/99 8.12 124.87
I 2/16/00 5.01 127.98
5/8/00 7.47 125,52
8/3/00 9.15 123.84
1/18/0] 6.03 126.96 I 7/11/01 7.36 125.63
1/16/02 7.01 125.98
I LD-1 6/5/96 161.14 32.71 128.43
7/1/96 33.52 127.62
7/31/96 46.27 114.87
11/8/96 56.64 I04.50
I 2/5/97 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 2/10/99 56.40 104.74
5/12/99 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
7/11/01 34.95 126.19
1/16/02 34.00 127.14
I
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (£1) (ft) Elevation (ft) I LD-2 6/5/96 154.80 26,93 127.87
7/1/96 26,98 127.82
7/31/96 35.50 119.30
I 11/8/96 55.39 99.41
2/5/97 25.28 129.52
5/13/97 54.45 100.35
8/5/97 55.49 99.31
I l!/12/97 55.48 99.32
2/4/98 25.12 129.68
5/5/98 55.02 99.78
8/5/98 55.45 99.35 I 11/3/98 55.43 99.37
2/10/99 55.40 99.40
5/12/99 55.39 99.41
8/5/99 55.43 99.37 I 11/2/99 55.40 99.40
2/16/00 25.42 !29.38
518100 57.96 96.84
I 8/3/00 NIA NIA
1/18/0l 26.66 128.14
7/11/01 28.13 !26.67
1/16/02 28.26 126.54
I LD-3 615196 150.02 22,64 127.38
7/1/96 22.70 127.32
7/31/96 27.75 122.2:7
I 11/8/96 35.18 I 14.84
2/5/97 20,97 129.05
5/13/97 34.81 115.21
8/5/97 36.92 I 13.10 I 11/!2/97 44.76 105.26
214/98 20.64 129.38
5/5/98 37.44 112.58
I 8/5/98 39.58 110.44
I 1/3/98 38.87 111.15
2/10/99 40.25 109.77
5112199 42.65 107.37
I 8/5/99 43.35 106.67
11/2199 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
1/18/0 I 22.37 127.65
7/1 1/01 23.56 126.46
I 1/16/02 :n.8s 126.17
I
I
I
I
I
I Well Date Suneeyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elerntion (ft) (ft) Elevation (ft)
LD-4 6/5/96 148.16 20.67 127.49
7/1/96 20.83 127.33
7/31/96 24.50 123.66
I 11/8/96 29.59 118.57
2/5/97 18.96 129.20
5/13/97 29.08 I 19.08
8/5/97 30.04 118.12
I 11/12/97 32.79 115.37
2/4/98 18.50 129.66
5/5/98 29.36 118.80
8/5/98 31.11 117.05 I 11/3/98 30.63 I I 7.53
2/10/99 31.09 117.07
5/12/99 31.92 116.24
I 8/5/99 32.77 115.39
11/2/99 36.77 111.39
1116/00 19.37 128.79
5/8/00 35.31 112.85
I 8/3/00 36.74 111.42
1/18/01 20.40 127.76
7/1 ]/01 21.93 126.23
[/]6/02 21.93 126.23
I D-5 6/5/96 168.03 26.49 141.54
7/1/96 34.66 133.37
7/31/96 45.48 122.55 I I J/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 815199 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
I 8/3/00 45.77 122.26
1/18/01 29.85 138.18
7/11/01 26.65 141.38
I 1/16/02 34.35 133.68
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Ele\'ation (rt) (ft) Ele\'ation (ft)
I Macon Source Area
MW2 2/12/96 231.39 37.20 194.19
4/2/96 38.33 193.06
511/96 38.78 192.61
I 6/5/96 38.96 192.43
711/96 40.52 190.87
811/96 43.21 188.18
11/8/96 41.32 190.07 I 2/4/97 38.83 192.56
5/12/97 34.71 196.68
8/5/97 35.36 196.03
I 11112/97 41.54 189.85
2/4/98 37.43 193.96
5/5/98 32.78 198.61
8/6/98 35.93 195.46
I 11/3/98 38.19 193,20
2110/99 38.80 192.59
5/12/99 39.99 191.40
8/5/99 40.49 190.90
I 11/2/99 42.33 189.06
2/16/00 37.&4 193.55
5/8/00 38.14 193.25
8/3/00 45.80 185.59 I Ill 8/01 41.19 190.20
7/I0/01 39.74 191.65
]/16/02 43.16 188.23
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 2/28196 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.!3
5/12/97 35.06 195.77 I 8/5/97 35.73 195.IO
11/12/97 41.25 I 89.58
2/4/98 37.22 193.61
5/5/98 32.66 198.!7 I 8/6/98 35.76 !95.07
11/3/9& 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.-18
8/3/00 42.39 188.44
1/18/0l 41.44 189.39
7/10/01 40,65 190. 18 I 1/16/02 43.05 187.78
I
~
I
I
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW3 2/12196 220.67 26.60 194.07
5/1/96 28.35 192.32 I 6/5/96 28.16 192.51
7/1/96 29.86 190.81
8/1/96 30.01 190.66
I 11/8/96 28.57 192.10
2/4/97 26.03 194.64
5/12/97 27.50 193.17
8/5197 26.08 194.59
I 11/12/97 28.51 192.!6
2/4/98 23.79 196.88
515198 21.44 199.23
8/6/98 23.39 197.28
I 11/3/98 24.26 I 96.41
2/10/99 42.46 178.21
5/12/99 25.26 I 95.41
8/5/99 26.64 194.03
I 11/2/99 28.92 191.75
2/16/00 27.05 193.62
5/8/00 27.58 193,09
8/3/00 29.33 191.34 I 1/18/01 31.82 188.85
7/11/01 33.10 187.57
1/16/02 35.98 184.69
I MWS 2/12/96 234.51 37.62 196.89
4/2/96 37.94 196.57
5/1/96 38.02 196.49
I 615/96 38.00 196.51
7/1/96 39.69 194,82
&11196 39.50 195.01
11/8/96 37, l 7 197.34
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
I I 1/3/9& 33.02 201.49
2/10/99 33.61 200.90
5112/99 34.64 199.&7
8/5/99 36.71 197.80
I 11/2/99 38.98 195.53
2/16/00 37. ! 1 I 97.40
5/8/00 38.27 196.24
8/3/00 39.92 194.59
I 1/18/01 43.30 191.21
7/10/01 44.69 189.82
1/16/02 48.69 ! 85.82
I
I
I
I
I
Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater I Elevation (ft) (ft) Elevation (ft)
MW6 2/12/96 237.13 39.79 197.34
412/96 41.61 195.52
I 5/1/96 41.90 195.23
6/5/96 39.05 198.08
711/96 41.72 195.41
7/30/96 44.27 192.86
I 11/8/96 44.05 193.08
2/4/97 39.08 198.05
5/12/97 38.53 198.60
8/5/97 39.86 197.27
I 11/12/97 43.73 193.40
2/4/98 40.43 196.70
5/5/98 33.82 203.31
8/6/98 37.85 199.28 I 11/3/98 37.88 199.25
2/10/99 38.77 198.36
5/12/99 42.45 194.68
I 8/5/99 43.18 193.95
11/2/99 42.86 194.27
2/16/00 40.74 196.39
5/8/00 40.13 197.00
I 8/3/00 43.55 193.58
1/18/01 46.32 190.81
7/10/01 43.03 194,10
1/16/02 44.88 192.25
I MW7 2/12/96 228.41 35.57 )92.84
4/2/96 36.23 192.18
5/1/96 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
I 11/8/96 38.69 189.72
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. !O 189.31
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
5/12/99 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
5/8/00 37.01 191.40
I 8/3/00 -16.40 182.01
1/18/0] 39.82 188.59
7110/01 44.33 184.08
1/16/02 40.76 187.65
I
I
I
I
I
Well Date Suneyed Depth to Corrected I ~umber Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW8 2/12/96 234.54 39.98 194.56
I 4/2/96 40.07 194.47
5/1/96 41.01 193.53
6/5/96 41.51 193.03
711196 43.26 191.28
I 8/1/96 43.88 190.66
2/4/97 42.76 191.78
5/12/97 37.15 !97.39
8/5/97 38.69 195.85
I 11/12197 42.24 192.30
214198 36.18 198.36
5/5/98 32.60 201.94
8/6/98 35.02 199.52 I I 1/3/98 36.66 197.88
2/10/99 36.69 197.85
5/12/99 37.91 196,63
8/5/99 40.24 194.30 I 11/2/99 42.64 191.90
2/16/00 38.90 195.64
5/8/00 41.58 192.96
I 8/3/00 44.28 190.26
1/18/01 45.25 189.29
7/I0/01 44.94 189.60
1/16/02 45.79 188.75
I MWSA 2/12/96 234.44 44.83 189.61
4/2/96 45.53 188.91
5/1196 45.81 188.63 I 6/5/96 45.73 188.71
7/!/96 49.12 I 85.32
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 I 88.62
11/12/97 47.68 186.76
I 2/4198 33.47 200.97
5/5198 39.18 195.26
8/5/98 43.38 191.06
11/3198 44.02 190.42
I 2/10/99 42.21 192.23
5/12/99 43.30 191.!4
8/5/99 44.93 I 89.5 !
l 1/2199 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
!/1810 I 51.71 182.73 I 7110/01 52.70 181,74
l/16102 53.33 181.11
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW9• 2/12/96 254.08 46.60 207.48 I 2/14/96 46.70 207.38
2/15/96 47.68 206.40
2/23/96 44.03 210.05
2/28/96 46.04 208,04 I 5/1/96 43.55 210.53
615196 42.89 211.19
7/1/96 42.84 211.24
I 7/30/96 42.30 211.78
11/8/96 40.65 213.43
2/4/97 41.68 212.40
5/12/97 41.57 212.5 I
I 8/5/97 43.38 210.70
11/12/97 43.24 210.84
2/4/98 38.80 215.28
5/5/98 35.43 218.65
I 8/6/98 39.84 214.24
11/3/98 40.46 213.62
2/10/99 40.98 213.10
5/12/99 41.36 212.72 I 815/99 43.25 210.83
11/2/99 43.89 210.19
2/16/00 48.36 205.72
I 5/8/00 42.87 211.21
8/3/00 44.45 209.63
1/18/01 46.97 207.11
7/10/01 47.85 206.23
I l/16/02 DRY
MW 10 2/12/96 265.51 41.03 224.48
2/15/96 40.88 224.63
I 412/96 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
5/12/97 33.64 231.87 I 8/5/97 36.87 228.64
11112/97 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
I
I
I
I Well Date Sun:eyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (fl) Elevation (ft)
MW 11• 2/\2/96 271.92 30,72 241.20
2/23/96 31.00 240.92
2/28/96 30.00 241.92
I 5/1/96 30.31 241.61
615196 31.41 240.5 J
7/1/96 32.92 239.00
7/30/96 34.42 237.50 I 11/8/96 27.60 244.32
2/4/97 27.26 244.66
5/12/97 25.72 246.20
I 8/5/97 30.63 241.29
11/12/97 34.08 237.84
2/4/98 19.95 251.97
5/5/98 20.88 251.04
I 8/6/98 29.66 242.26
11/3/98 29.72 242.20
2/10/99 26.02 245.90
5/12/99 30.16 241.76
I 8/5199 35.27 236,65
11/2/99 34.61 237.31
2/16/00 27.39 244.53
5/8/00 30.73 241.19
I 8/3/00 36.60 235.32
1/18/01 38.79 233.13
7/10/01 36.66 235.26
1/16102 43.89 228.03 I MWIIA 2/12/96 270.28 30.22 240.06
4/2/96 27.05 243.23
I 5/1/96 28.05 242.23
615/96 30.62 239.66
7/1/96 32.15 238. 13
7/30/96 33.11 237.17
I 11/8196 27.15 243. 13
2/4/97 26.94 243.34
5/12/97 25.35 244.93
8/5/97 29.60 240.68
I 11/12/97 33.25 237.03
2/4/98 19.90 250.38
5/5198 20.35 249.93
8/6/98 29.12 241.16 I 11/3/98 28.98 241.30
2/10/99 25.82 244.46
5/12/99 29.68 240.60
I 8/5/99 34.48 235.80
11/2/99 33.72 236.56
2/!6/00 27.30 242.98
5/8/00 30.13 240.15
I 8/3/00 35.15 235.13
1/18/01 37.88 232.40
7/1010 I 36.06 234.22
1/16/02 42.85 227.43
I
I
I
I
I
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (rt) Elevation (ft)
MW 19• 2/12/96 236.89 38.49 198.40
2/14/96 38.82 198.07
I 2123/96 40.90 195.99
2/28/96 40.50 196.39
5/1/96 38.44 198.45
6/5/96 37.91 198.98
I 7/1/96 39.23 197.66
7/30/96 39.65 197.24
11/8/96 37, to 199.79
I 2/4/97 35.33 201.56
5/12/97 33.37 203.52
8/5/97 36.45 200.44
11/12/97 38.38 I 98.51
I 2/4/98 33.02 203.87
5/5/98 27.69 209.20
8/6/98 31.30 205.59
11/3/98 32.47 204.42
I 2/10/99 33.08 203.81
5/12/99 34.26 202.63
8/5/99 36.45 200.44
11/2/99 39.06 197.83
I 2/16/00 37.92 198.97
5/8/00 38.13 198.76
813100 39.75 197.14
1/18/01 43.00 193.89 I 7/10/01 47.18 189.71
1/16/02 DRY
I UMS-1 6/5/96 238.96 44.15 194.81
7/1/96 44,70 ]94.26
7/30/96 58.60 180.36
! 1/8/96 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 I 98.J I
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 1/2/99 43.79 195.17
2/16100 41.71 197.25
5/8/00 40.27 198.69
8/3/00 44.60 194.36
I I/] 8/01 56.37 182.59
7/10/01 44.23 194.73
1/16/02 47.90 191.06
I
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (ft)
UMS-2 615196 236.31 64.75 171.56
7/1/96 57.60 178.71
7130/96 64.58 171.73
I 11/8/96 65.40 170.91
2/4/97 62.15 174.16
5/12/97 37.95 198.36
8/5/97 38.56 197.75
I 11/12/97 63,59 172.72
2/4198 56.75 !79.56
5/5/98 49.99 186.32
8/6/98 53.66 182.65 I 11/3/98 57.28 179.03
2/10/99 62.24 174.07
5/12/99 64.71 171.60
I 8/5/99 65.15 171.16
11/2/99 65.07 171.24
2/16/00 41.08 195.23
5/8/00 40.72 195.59
I 813/00 64.83 171.48
\/] 8/01 44.22 192.09
7/10/01 43.36 192.95
1/16/02 46.18 190. 13
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 I 1/8/96 73.13 162.62
2/4/97 42.68 193.07
5/12/97 71.80 163.95
I 8/5/97 72.88 162.87
11/12/97 62.9& 172.77
2/4/98 72.50 163.25
5/5/98 38.95 196.&0
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
1/18/01 71.6! 164.14
7/10/0 I 58.56 177. 19
I 1/16/02 69.10 166.65
I
I
I
I
I
I Well Date Sun'eyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (rt) (ft) Elevation (ft)
UMS-4 6/5/96 236.53 75.66 160.87
7/1/96 76.58 159.95
7/30/96 76.98 159.55
I 1118/96 76.44 160.09
2/4/97 36.60 199.93
5/12/97 33.55 202.98
8/5/97 77.68 158.85
I 11/12/97 38.40 198.\3
2/4/98 77.88 158.65
5/5/98 58.44 178.09
8/6/98 78.04 158.49 I 11/3198 78.05 158.48
2/10/99 78.04 158.49
5/12199 53.82 182.71
I 8/5/99 36.70 199.83
I 1/2/99 49.62 186.91
2/16/00 46.41 190.12
518100 39.50 197.03
I 8/3/00 39.30 197.23
1/18/01 42.02 194.51
7/10/01 43.34 193.19
1/16/02 46.19 190.34
I UMS-5 6/5/96 257.62 82.55 175.07
7/l/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
5/12197 41.49 2!6.13
I 8/5/97 82.62 175.00
11/12/97 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
I 1/3/98 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
I 1/2/99 82.85 174.77
2/16/00 82.45 175.17
518100 81.19 176.43
I 8/3/00 83.55 174.07
1/18/01 77.49 180.13
7110101 66.30 191.32
I 1/16/02 79.00 178.62
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (ft}
I Upper
Macon
MW21* 2/14/96 155.52 14.52 141.00
2/23/96 15.60 139.92
I 2/28/96 14.65 140.87
512196 14.38 141.14
6/5/96 15.47 140.05
7/30/96 7.02 148.50
I 11/7/96 !4.62 140.90
2/4/97 14.48 141.04
5/12/97 14.44 141.08
8/5/97 15.25 140.27 I 11/12/97 15.79 139.73
2/4/98 13.98 141.54
5/5/98 12.27 143.25
I 8/6/98 14.33 141.19
11/3/98 14.80 140.72
2/10/99 13.74 141.78
5112199 14.44 141.08
I 8/5/99 16.71 138.81
11/2/99 15.85 139.67
2/16/00 14.25 141.27
5/8/00 15.14 140.38
I 8/3/00 17.85 137.67
1/18/01 17.75 137.77
7/J0/01 17.86 137.66
]/16/02 I 9.95 135.57 I MW2J• 2/14196 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
711/96 7.56 147.98
I 7/30196 7.72 147.82
11/6196 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 3.67 151.87
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
I 1/2/99 8.98 146.56
2/16/00 6.13 149.41
I 5/8/00 6.78 148.76
8/3/00 9.03 146.5!
1/18/01 24.62 130.92
7/I0/01 8.77 146,77
I 1/16/02 10.47 145.07
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Elevation (ft)
UM-I 615/96 183.68 37.0J 146.67
7/1/96 36.47 147.21
7/30/96 41.10 142.58
I 1 ]/8196 39.44 144.24
2/4/97 39.36 144.32
5/12/97 40.46 143.22
8/5/97 42.03 141.65
I 11/12/97 30.86 152.82
2/4/98 45,99 137.69
5/5/98 44.93 138.75
8/6/98 46.32 137.36 I I !/3/98 36.00 147.68
2/10/99 46.23 137.45
5/12/99 46.16 137.52
I 8/5/99 47.19 136.49
11/2/99 48.01 ! 35.67
2/16/00 37.34 146.34
5/8/00 40.45 143.23
I 8/3/00 D,y D,y
1/18/0\ 31.40 152.28
7/10/01 45.00 138.68
1/16102 35.87 147.81
I UM-2 615/96 194. 13 43.02 151.11
7/1/96 47.95 146. 18
7/30/96 47.33 146.80
I 1118/96 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 40.0J 154.12
2/4/98 49.57 144.56
5/5/98 48.14 )45.99
I 8/6/98 50.59 143.54
11/3/98 39.20 154.93
2/10/99 48.! I 146.02
5/12/99 51.91 142.22
I 815199 52.68 141.45
11/2/99 55.91 138.22
2/16/00 44.84 149.29
5/8100 46.30 147.83
I 8/3/00 30.J0 164.03
1/18/01 40.50 153.63
7110/01 51.53 142.60
I 1/16102 46.02 148.13
I
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) [levation (fl}
UM-3 6/5/96 180.35 32.17 148.18
7/1/96 32.18 148.17
7/30/96 32.36 147.99
I I 1/8/96 32.31 148.04
2/4/97 32.27 148.08
5/12/97 32.25 148.10
8/5/97 32.27 148.08
I 11/12/97 19.8! 160.54
2/4/98 72.50 107.85
5/5/98 32.24 148.1 !
8/6/98 32.25 148.JO
I 11/3/98 19.69 160.66
2/10/99 32.21 148.14
5/12/99 32.21 148.14
I 8/5/99 32.24 148.11
11/2/99 32.24 148.11
2/16/00 32.22 148.13
5/8/00 32.05 !48.30
I 8/3/00 32.09 148.26
l/18/0\ 18.39 161.96
7/10/01 32.33 148.02
1/16/02 22.75 157.60
I UM-4 615/96 171.91 2 \.85 150.06
7/1/96 21. !O 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 9.41 !62.50
2/4/98 38.19 133.72
5/5/98 45.78 126.13
I 8/6/98 41.81 130.!0
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
! 1/2/99 42.R0 129.11
2/16/00 lJ.00 158.91
5/8/00 ! 8.23 153.68
I 8/3/00 29.10 142.81
!/18/01 8.18 163.73
7/10/01 22.53 149.38
I 1/16/02 12.40 159.51
I
I
I
I
I
I
Number Casing Groundwater
I Ele,,·ation (ft) (fl)
UM-5 615196 168.32 11.77 156.55
7/1/96 12.13 156.19
7/30/96 16,92 151.40
I 11/8/96 13,85 154.47
2/4/97 14.92 153.40
5112197 16.15 152.17
8/5/97 13.65 154.67
I I l/!2/97 6.09 162.23
2/4/9/1 14.03 154.29
5/5/9/1 17.38 150.94
8/6/98 17.57 150.75 I 11/3/98 6.09 162.23
2/10/99 16.71 151.6 I
5/12/99 19.45 148,l\7
I 8/5/99 19.21 149.1 l
11/2/99 26.98 141.34
2/16/00 7.51 160,81
5/8/00 11.03 157.29
I 8/3/00 20.30 148.02
1/18/01 4.74 163.58
7/10/01 16.72 151.60
1/16/02 9.18 159.14
I UM-6 6/5/96 173.05 11.72 161.33
7/1/96 13.23 159.82
7/30/96 17.58 155.47
I 11/8196 14.40 158.65
2/4/97 14.79 158.26
5/12/97 15.26 157.79
8/5/97 14.45 158.60 I 11/12/97 9.84 163.21
2/4/98 10.51 162.54
5/5/98 I \.JO 161.75
I 8/6/98 16.40 156.65
11/3/98 9.64 163.4 I
2/10/99 16.32 156.73
5/12/99 18.90 154.15
I 8/5199 18.90 154.15
11/2/99 21.22 151.83
2116/00 10.08 162.97
5/8/00 13.17 159.88
I 813100 20.90 152. ! 5
\/! 8101 8.62 164.43
7/1010 I 18.75 154.30
I 1/!6/02 12.65 160.40
I
I
I
I
I
Well Date Surveyed Depth to Corrected
I J"l;umber Casing Groundwater Groundwater
Elevation {ft) (ft) Ele\·ation (ft)
UM-7 615196 187.29 54.45 132.84
7/1/96 54.5& !32.71
I 7/30/96 54.59 132.70
11/8/96 55.00 132.29
2/4/97 54.73 132.56
5/12/97 55.34 131.95 I 8/5/97 54.78 132.51
11/12/97 19.96 167.33
2/4/98 54.75 132.54
I 5/5/98 54.73 132.56
8/6/98 54.98 132.3 I
I 1/3/98 22.57 164.72
2/10/99 54.72 !32.57
I 5/12/99 54.53 132.76
8/5/99 54.79 132.50
11/2/99 54.75 132.54
2/16/00 48.91 138.38
I 518/00 19.30 167.99
8/3/00 54.57 132.72
1/J 8/0] 19.32 167.97
7/10/01 54.87 132.42
I 1/16102 21.79 165.50
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
7/1/96 42.09 142.!2
7/30/96 45.71 138.50
l l/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
5/5/98 40.60 143.61
8/6/98 41.77 142.44
I 11/3/98 40.12 144.09
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 J.11.65
2/16/00 39.70 144.51
5/8/00 40.35 1'13.86
8/3/00 41.15 143.06
I 1/18/01 42.24 141.97
7110/0l 43.17 141.04
1/16/02 45.26 138.95
I
I
I
I
I Well Date Surveyed Depth to Corrected
:'\umber Casing Groundwater Groundwater
I Elerntion (ft) (ft) Elc\·ation (ft)
MW12 2/14/96 171.98 24.87 147.11
4/2/96 26.18 145.80
512196 26,09 145.89
I 6/5/96 25.97 146.01
7/1/96 27.37 144.61
7/30/96 27.55 144.43
11/8/96 26.24 145,74
I 2/4/97 24.38 147.60
5/12/97 25.27 146.7]
8/5/97 25.66 146.32
I 11/12/97 25.74 146,24
2/4/98 22.58 149.40
5/5/98 23.02 148.96
8/6/98 24.35 147.63
I I J/3/98 24.30 147.68
2/10/99 24.12 147.86
5/12/99 24.87 147.11
8/5/99 26.48 145.50
I 11/2/99 23.31 148.67
2/16/00 22.54 149.44
5/8/00 23.38 148.60
8/3/00 25.05 146.93
I 1/18/01 27.96 144.02
7110/01 26.31 145.67
1/16/02 30.82 141.16
I MW 13• 2/14/96 lSR.67 49.22 139.45
2n3l96 50.20 138.47
2/28196 49.25 139.42
I 4/2/96 50.85 137.82
5/2/96 51.38 137.29
6/5/96 49.88 138.79
7/1/96 50.55 I 38.12
I 7/30/96 51.59 137.08
11/8/96 52.15 136.52
2/4/97 49.40 139.27
5/12/97 49.42 139.25
I 8/5/97 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 !41.34
2/10/99 49, 14 139.53
I 5/12/99 49.11 139.56
8/5/99 50.19 138.48
11/2/99 49.41 139.26
2/16/00 48.23 140.44
I 5/8/00 48.05 140.62
8/3/00 50.40 138.27
1/18/01 50.52 138.15
7/10/01 DRY DRY
I 1/16/02 DRY
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Elevation (ft) (ft) Ele,·ation (ft)
MW\4 2/14/96 177.34 34.24 143,10
4/2/96 dry dry
5/2/96 dry dry I 6/5/96 35.19 142.15
7/1/96 dry di:·
7/30/96 dry di)·
I 11/8/96 dry dry
2/4/97 34.63 142.71
5/12197 dry dry
8/5/97 dry dry
I 11/! !/97 dry dcy
2/4/98 34.09 143.25
5/5/98 33.80 143.54
8/6/98 35.22 142.12
I 11/3/98 34.76 142.58
2/!0/99 dry dry
5/!2/99 dry dry
8/5/99 dry dry I 11/2/99 33.50 143.84
2/16/00 32.32 145.02
5/8/00 32.18 145.16
I 8/3/00 41.70 135.64
1/18/01 dry dry
7/10/01 35.27 142,07
1/16/02 DRY
I MW 14R 2/14196 175.95 34.50 141.45
4/2/96 38.81 137.14
5/2/96 39.27 !36.68
I 6/5/96 38.85 137.10
711/96 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 37.6] 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
5112/99 37.50 138.45
8/5/99 37.67 138.28
I l !/2/99 34.22 141.73
2/16/00 32.68 143.27
5/8/00 32.18 143.77
8/3/00 Dry Dry I 1/18101 36.75 139.20
7/10/01 35.80 140.15
1/!6/02 39.44 136.51
I
I
I
I
I
Well Date Surveyed Depth to Corrected
I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
MW22* 2/14196 128.25 5.73 122.52
2/23/96 6.76 121.49 I 2/28/96 5.59 122.66
5/2/96 6.87 121.38
6/5/96 7.05 121.20
I 7/1/96 6.78 121.47
7/30/96 2.31 125.94
11/8/96 6.96 121.29
2/4/97 6.03 122.22
I 5/12/97 6.80 121.45
8/5/97 6.56 121.69
11/11/97 6.24 122.01
2/4198 5.64 122.61
I 515198 5.92 122.33
8/6198 6.46 121.79
11/3/98 6.IO 122.15
2/10/99 6.24 122.01 I 5/12/99 6.59 121.66
8/5199 6.94 121.3 I
11/2/99 5.98 122.27
I 2116/00 5.42 122.83
5/8/00 6.12 122.13
8/3/00 7.25 121.00
1/18/01 9.48 I 18.77
I 7/10/01
1/16/02 6.80 121.45
LM-1 615/96 175.68 69.79 105.89
I 7/1/96 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 !06.78
8/5/97 69.94 105.74
11/11/97 38.31 137.37
I 2/4/98 69.65 106.03
S/S/98 69.87 I0S.81
8/6/98 69.86 I0S.82
11/3/98 37.57 138.11
I 2/10/99 61.89 113.79
S/12/99 57.69 117.99
8/5/99 60.57 \IS.II
11/2/99 35.04 140.64
I 2/16/00 33.00 142.68
S/8/00 35.72 139.96
8/3/00 36.30 139.38
1/18/01 37.41 138.27 I 7/10/01 37.73 137.95
1/16/02 40.41 135.27
I
I
I
I
I
I \Veil Date Surveyed Depth to Corrected
Number Casing Groundwater G rountlwatcr
Elevation (ft) (fl) Elevation (ft) I LM-2 6/5/96 157.20 62.06 95.14
7/1/96 25.08 132.12
7/30/96 58.36 98.84
I 11/8196 62.16 95.04
2/4/97 25.98 131.22
5/12/97 63.50 93.70
8/5/97 56.96 100.24
I l \/l l/97 26.86 130.34
2/4/98 53.33 103.87
5/5/98 43.23 113.97
8/6/98 40,85 116.35
I 11/3/98 26.30 130.90
2/10/99 37.86 119.34
5/12/99 33.61 123.59
8/5/99 30.68 126.52 I 11/2/99 24.80 132.40
2/16/00 23.85 133.35
5/8/00 24.30 132.90
I 8/3/00 31.00 126.20
1/18/01 26.37 130.83
7/10/0! 28.78 128.42
1/16102 28.72 128.48
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 11/8196 67.24 89.85
2/4197 27.11 129.98
5/12/97 57.52 99.57
8/5/97 42.42 I 14.67 I 11/11/97 27.78 129.31
2/4/98 43.27 I 13.82
515198 33.48 123.61
8/6198 33.48 123.61 I 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
I 1/2/99 26.24 130.85
2/16/00 24.50 132.59
518100 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
I
I
I
I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
I Ele,·ation (ft) (£1) Ele~·ation (fl)
LM-4 615196 166.84 68.60 98.24
711/96 37.72 129.12
7/30/96 56.91 109.93
I 11/8/96 74.86 91.98
2/4/97 36.82 130.02
5/12/97 67.80 99.04
8/5/97 55.14 111.70
I 11/11/97 ~7.29 129.55
214198 56.01 110.83
5/5/98 46.03 120.81
8/6/98 45.00 121.84
I I !/3/98 36.29 130.55
2/10/99 46.40 120.44
5/12/99 46.35 120.49
I 8/5/99 47.23 I 19.61
11/2/99 36.75 130.09
2/16/00 35.35 131.49
5/8/00 40.15 126.69
I 8/3/00 49.50 117.34
1/18/01 37.51 129.33
7/10/01 7.20 159,64
1/16/02 39.41 127.43
I LM-5 615196 186.59 66.50 120.09
7/1/96 43.91 142.68
7/30/96 66.80 119.79
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 816198 68.04 118.55
11/3/98 42.!0 144.49
2/10/99 68.12 118.47
5/12/99 67.73 I 18.86
I 8/5/99 68.12 118.47
11/2/99 42.45 144.14
2/16/00 41.35 145.24
5/8/00 75.54 111.05
I 8/3/00 54.57 132.02
1/18/01 44.20 142.39
7/10/01 45.00 141.59
I 1116/02 47.00 139.59
I
I
I
I
I
I Sys!em
Upper Dockery
I
I
I
I
I
I
I
I 12-1-98 to 12-31-98
12-31-98 to 1-27-99
I 1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
I 6-24-99 to 7-29-99
7-29-99 to 6-27-99
6-27-99 to 9-27-99
9-27-99 to 10-29-99
I 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
I 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
I 6-30-00 to 7,26-00
7-26-00 to 6-29-00
6-29-00 to 9-25-00
9-25-00 to 10-26-00
I 10-26.00 10 1-26-0t
1-26-01 to4-20-01
4-20-01107-19-01
7-19-01 lo 10-16-01
11-6-01 lo 02-06-02
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE10F4
Average Total
Flow Volume for voe Pounds of voe
Month Period Concontratian Removed For Perice Cumulative VOCs Removed
(gallons) (ugll) (Pounds) (Pounds)
Mar-96 400,155 ,,. "' 0.65
Apr-96 286.151 2'0 0.5<> 1.15
May-96 66,826 177 0.10 1.25
Jun-96 97,350 '20 0.10 1.35
Jul-96 163,426 ,08 0.15 1.50
""~" 218,330 28' 0.52 2.02
Sep-96 149,420 284 0.35 2.37
Oct-96 140,191 284 0.33 2.70
Nov-96 438,013 29' 1.07 3.77
Dee-96 161,903 29' 040 4.17
Jan-97 294,071 294 0.72 489
Fel>-97 267,596 '" 0 29 5.18
Mar-97 250,068 '" 0.27 545
Apr-97 276,556 "' 0 30 5.75
May-97 289,938 76 O.HI 59J
Jun-97 135,575 76 0 09 602
Jul-97 99,896 76 0.06 6.08
Aug.97 70,967 " 0 OJ 6.11
Sep-97 56,256 " 0 OJ 6.14
Oct-97 2TT,505 " 0,, 6.26
Nov-97 143,168 ,08 on 6.39
Dee-97 78,332 '°' 0 07 6-46
Jao-98 103,968 '08 0 09 6.55
Feb-98 296,588 99 3 0 25 6.80
Mar-98 326,525 99,3 0 27 7,07
Apr-98 419,475 '" 0 35 7.42
May-98 440,446 244 0 90 832
Jun-98 200,192 244 04, 8.73
Jul-98 337,048 244 °'' 9.42
Aug.98 432,719 1464 053 9.95
Sep.98 411,677 '464 050 10.4S
Oct-98 439,378 146,4 0.5' 10,99
Nov-98 362,586 "' °" 11 48
Dec-98 500,450 ,., 0.67 12.15
Jan-99 552,796 ,6, 0.74 12.89
Feb-99 524,380 95 042 13 31
Mar-99 614,841 95 0.49 13 80
Apt-99 571,148 95 0.45 14,25
May-99 524,3-49 1394 0.6\ 14.86
Jun-99 431,742 139.4 0.50 "36
Jul-99 392,518 139.4 0<6 15.82
Aug-99 190,407 '" 0 22 18.04
Sep.99 303,910 '" 0 35 16.39
Oct-99 364,213 '" 042 16.81
Nov-99 277,055 '" 0.42 17.23
Dec-99 389,943 '" 0.59 17,82
Jan-00 236,733 '" 0.36 18.18
Fab-00 0 '" 0 00 1B.18
Mar-00 176,609 181 0 27 18,45
A?<·OO 16-4,914 '" o 25 18.70
May-00 4\9,400 72.9 0.25 18.95
Jun--00 104,6S6 72.9 0 06 \9 01
Jut-00 80,000 72.9 0 05 '906
lw~OO \33,575 72.0 008 19.14
Sep.DO 129,206 72.0 008 19 22
Oci.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 0.48 20,63
Ocl-0t 784,060 101.9 0.67 21,30
Jan-02 558.782 91.8 0.43 21.73
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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 to 3-30-99
3-30-99 10 4-29-99
4-29-99 lo 5-27.99
5-27-99 lo 6-24-99
6-24-9910 7.zg.99
7-29-9910 8-27-99
8-27-9910 9-27-99
9-27-99 lo 10-29-99
10-29-99 lo 11-24-99
11-24-99 to 12-30-99
12-30-9910 1-21-00
1-21-00 10 02-25-00
3-1-00 lo 3-31-00
3-31-00 104-27-00
4-27-00 10 5-26-00
5-26-00 lo 6-30-00
6-30-00 lo 7-26-00
7-26-00 10 B-29-00
B-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 10-1e..01
11-06-01 to 02-08-02
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 4
Averago, Tota!
Flow Volum11 ror voe Pounds of voe
Month Penod Com;entrabon Removed For Perioc Cumulal!ve VOCs Removed
(gallons) (ug/L) (Pounds) (Pounds)
Mar-96 328,4-48 200 0.55 0.55
A,,-96 191,090 ''° 0.24 0.79
May-96 245,715 "' 0.30 1.09
Jun-96 8,619 "' 0.01 1.10
Jul-96 151,827 "' 0.19 1.29
""~" 126.232 HO 0.18 1.47
S,~98 63,8l3 "' 0.09 >.56
Oci-96 460,379 HO 065 2.21
Nov-96 183,210 140.8 0.22 2.43
O.o96 137,594 140,8 0.18 2 59
Jan-97 286,202 140,8 0.34 2 93
Feb-97 90,912 140.8 0.11 "' Mar-97 277,823 "' 025 3.29
Apr-97 180,560 "' 0.17 3.46
May-97 684,855 "' 0.86 4.12
Jun-97 501,987 "' 0.49 "' Jul-97 581,027 "' 0.56 5.17
Aug.97 414,199 .. 0 29 5'6
Sep-97 481,049 " ,,. , 80
Oci-97 457.604 " 032 6.12
Nov-97 308,483 62 "' 6.28
0.097 272.079 62 0.14 6.42
Jan-98 785,548 62 0.41 6.83
Fel>.98 123,013 57.9 0.08 6.89
Mar-98 287,027 57.9 OU 7.03
Apr-98 452,535 57,9 0.22 7.25
May-98 141,936 "' 0.07 7.32
Jun-98 453,014 56.8 0" 7.53
Jul-98 504.860 56 8 0,24 H7
A119-98 453,131 62.2 0.23 8 00
Sep-98 591.481 62.2 0.31 8.31
Oet-98 471.729 62.2 0" 8.55
Nov-98 642.213 52.6 0 28 "' 0.098 415,550 52.6 0.18 9.01
Jan-99 36\,051 S2 6 0.16 9.17
Feb-99 522,107 3'2 0.15 9 32
Mar-99 622,194 JS 2 0.18 9.SO ,.,_,, 704,292 35.2 0.21 9.71
May-99 581,688 " 023 '·" Jun-99 427,905 " 0.17 10.11
J"'-99 473,998 " "' 10.30
Aug.99 226,628 36.9 007 10 37
SeP-99 459,303 36.9 0.14 10 51
Oct-99 591,217 36 9 0.18 10,69
Nov-99 464,502 22 0.09 10.78
Dee-99 447,951 22 0.08 10 85
Jan-DO 503,520 22 D 09 10 95
Fel>-00 95,167 22 002 10,97
Mar-00 235,556 22 oo, 11,01
Apr-00 212,338 22 0.04 11.05
May-00 485,78,1 30.3 0'2 11 17
Jun-DO 382,9,17 JO J 0" 11,27
Jul-00 500,649 JO J 0" 11,40
Ao~OO 284,722 37, 0,09 11.49
Sep-00 587,633 37,5 "' 11.67
Oci-00 512,427 37.5 "' 11,83
Jan-01 769,926 J7S 0" 12.07
Apr-01 125,989 37,5 0.04 12.11
Jul-01 927,723 J7S 0 29 12.40
Oct-01 162,133 00 0 00 12 40
Jan-02 1,615 "' SYSTEM DOWN
Used Oc1ober 2000 innuent analytical data to calculate mass removal est mates for penod ol 10-26-00 to 1-26-01
due to system operatonal problems Table will be upda!eC! and induded in addenC!um report when results are receive(!
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Macon Source Area
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I 12-1-9810 12-31->18
12-31-98 to 1-27-99
1-27-99 to 2-23-99
I 2-23--99 to J-30-99
J..30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
I 6-24-99 to 7-29-99
7-29-99 to 8-27-99
B-27-99 to 9-27-99
9-27-99 to 10-29-99
I 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 2-25-00
I 3-1-00 to J..31-00
3-31-00 to 4-27-00
4-27-00 to 5-26-00
5-26-00 lo 6-30-00
6-30-00 to 7-26-00 I 7-26-00 to 8-29-00
8-29-00 to 9-25-00
9-25--00 to 10-26-00
10-26-00 to 1-25-01
I 1-26-01 to 4-20-01
4-20-01 to 7-19-01
7.11,-0110 10-18--01
11-06-01 lo02-08--02
I
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
I Averag11 l otal
Flow Volum11 !or voe Pounds of voe
Month Peril>d Concentration Remcived For Penod Cumula~ve VOCs Removed
(gallons) (ug/L) (Pounds) (Pounds)
Mar-96 426,083 55 0.20 0,20
Apr-96 364,772 " 0.19 039
May-96 257,720 41 0.09 0.8
Jun-96 1 \4,048 60 0.06 °'' Jul-96 202,477 ., 007 °'' '"~" 207,503 " 0.11 0.72
Sep-96 209,649 " 0.11 083
Oct-96 101,512 " 005 088
Nov-96 116,354 42.6 0.04 0.92
Dec-96 137,045 42.6 0 05 0.97
Jan-97 146,036 '28 005 1.02
Feb-97 215,730 63.9 0.11 1.13
Mar-97 223,222 639 0.12 "5
Afx-97 2SJ,167 63 9 0.13 1.38
May-97 223.177 82 0.15 1.53
Jun-97 234.669 82 0,6 1.69
Jul-97 117,736 82 0 08 1.77
Aug--97 50,248 124 9 0 05 1.82
S11p-97 36,254 124.9 00, '" Oct-97 70,207 124.9 0.07 1.93
Nov-97 102.326 122.5 0.10 2.03
"""" 114,452 122.5 0.12 2.15
Jan-98 178,387 122.5 0" 2.JJ
Feb-9B 178,367 201.6 0,30 263
Mar-96 145,526 201.6 0.24 287
Apr.9B 600,075 201.6 1.01 3 88
May-98 410,905 139,6 0.48 '36
Jun-98 431.360 139.6 0.50 '86
Ju~98 J29.B35 139.6 0,38 5,.
Aug-98 473.093 "' 0.56 5 80
Sep-98 513.868 "' 0.61 "' Oci-98 493.849 ,., 0.56 6.99
Nov-98 498.670 203 0" 783
Oee-98 371,824 203 0 63 "' Jan-99 337,877 203 0 57 903
Feb-99 384.124 .,, '60 10 63
Mer-99 539.925 "' 2.25 12,88
Apr-99 431.729 .., 1.80 14.68
May-99 388.443 .. , 1,43 16.\\
Jun-99 409.066 .. , 1.50 17.61
Jul-99 502.412 .. , 1,65 1946
Aug-99 228,824 568 1.08 20 5'
Sep-99 820,215 568 3.88 24.42
Oct-99 530,478 568 2.5\ 26.93
Nov-99 390,353 575 1.87 28 80
Oec-99 543.545 575 2.61 31,41
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-00 331,270 184.5 0 s, 33 81
May-00 151,212 ,,. 0.19 34,00
Jun-00 300,123 ,,. 0 39 34 39
Jul-00 231,991 ,,. 0 30 34,69
Aug-OD 186.494 503 0,78 JS 47
Sep-00 84.780 503 0.36 35 83
Oci-00 180.071 503 0 76 36 59
Jan-01 526,024 85 0.37 36.96
Apr-01 261,860 85 0" 37.15
Jul-01 226,260 527 0.99 38 14
Oct-01 208,250 527 0 91 39 05
Jan-02 125,578 682 0,71 39 76
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System
VIL Macon
12-1-98 lo 12-31-98
12-31-96 lo 1-27-99
1-27-99 lo 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 10 6-24-99
6-24-9910 7-29-99
7-29-99 10 8--27-99
8--27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
11-24-9910 12-30-99
12-30-99 to 1-21-00
1-21-00 to 2-25-00
3-1-00 10 3-3 1-00
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
8-29-00 to 9-25-00
S-25-00 to 10-26-00
10-26-0010 1-26--01
1-26-0t lo4-20-01
4-20-01 to 7-19-01
7-19-01 lo 10-18--01
11-06--01 to 02-08-02
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE40F4
Average , otal
Flow Volume for voe Pounds of voe
Month Period ConC1lnlration Removed For Perice Cumulative VOCs Removed
{gallons) (ug,'L) (Pounds) (Pounds)
Mar-96 375,316 2<0 0.08 0.06
Apr-96 709,726 2<0 0.14 0.22
May-96 482,220 23.0 0.09 0 31
Jun-96 4S,305 31 0 O.Q\ 0.32
Jul-96 759,920 22.0 0.14 0.46 ,.,~ .. 636,400 31 0 0.16 062
Sep-96 302,505 31.0 0.0, 0.70
Oct-96 640,760 31 0 OH 0.87
Nov-96 1371,155 25 3 0,8 1.05
O.C.06 725,549 25 3 0.15 1.20
Jan-97 596,131 25.3 0.\3 '·" Feb-97 795,239 24,4 0" \,49
Mar-97 939,710 24,4 0.19 1.68
Apr-97 916,0B0 24.4 0.19 1.87
May-97 999,040 24.0 0.20 2.07
Jun-97 605,792 24 0 □.12 2.19
Jul-97 223,659 24 0 004 2.23
A119-97 911,679 23.0 0.17 2.40
Sep-97 917,631 23 0 0.16 2.58
Oct-97 821.135 23.0 0.16 2.74
Nov-97 140.796 '" 0 02 2.76
Oec-97 S-44,299 16,0 0.11 2,87
Jan-SB 531.692 '" 0 07 2.9'
Feb-SB ,.051.002 229 020 3.14
Mar-S8 932.266 22.9 0.18 3 32
Apr-98 662.272 229 O.t3 345
May-98 876.945 22.3 0.16 "' Ju~98 448.056 223 0 08 3 69
Jul-98 776.195 223 0.14 383
Au{J-98 857,122 22.5 "' 3.99
Sep-96 821,424 22.5 0.15 4.14
OCl-96 718,543 22.5 0'3 4.27
Nov-98 251,141 '" 0.03 4.30
Oec-96 713,232 15,5 0" 4.40
Jan-99 635,206 '" "' 4,51
Feb-99 566,579 20.3 0" 4,61
Mar-99 1,035,693 20 3 0.18 4.79
Apr-99 894.763 20 3 0.15 4,94
May-99 826,049 21.0 0 '4 5 08
Jun-99 809,334 "0 0,4 522
Jul-99 582,110 21.0 0" 532
Au1>-99 635,226 17.0 0 09 5.41
Sep-99 766,831 17.0 0.11 5.52
Oci-99 894,735 17.0 0" 565
Nov-99 646,405 13.5 007 5 72
Dec-99 575,397 13.5 0.06 578
Jao-00 261.658 '35 003 sa,
FoO-OO 161,156 78 00, 5 82
Mar-00 306,952 78 0.02 5 ..
Apr-00 416,369 78 003 5 B7
May-00 127,597 14,6 0 02 5.89
Jun-00 607,951 ,46 007 "' Jul-00 425,691 ,46 005 '" Aug-00 380,931 332 0.11 "' Sep-00 919,139 332 025 637
Oct-00 242,990 332 0.07 6 44
Jan-01 200,354 332 0 06 650
Apr-01 145,019 332 '"' "' Jul-01 454,181 46 5 0.18 672
OC1-01 1,966,749 46 5 0 76 7.48
Jan-02 7,684,594 32.6 209 957
Used October 2000 influent analytical data to calculate mass removal es\1ma1es for penod of 10-26-00 lo 1-26-01
due to system opera bona I problems Table will be updated and induded ,n addendum report when results are received
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APPENDIX A
CHAIN OF CUSTODY AND ANALYTICAL RESULTS
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SEVERN
TRENT
SHIVIC:l·S
5102 LaRoche Avfmue • S;ivannah, GA 314()11 • Tel. [phone] • Fax. [phone] • www stl-1nc corn STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: SZ-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
REPORT OF RESULTS Pagel
DATE/
SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
--------------------------------------------------
40377-1
40377-2
40377-3
40377-4
40377-5
UD INFLUENT
UD EFFLUENT
UM INFLUENT
LM INFLUENT
U/L MACON EFFLUENT
----- - - - ----- - - ------- - - - ---- - - - ---- - - --- - - --·-- - --
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
40377-1
----------
<50
<5.0
<5.0
<15
93 %
5
01.22.02
2B0121
40377-2
----------
<10
<1.0
<l.0
<3 '0
93 %
l
01. 21. 02
1B0121
40377-3
----------
24
<2.0
<2.0
<6.0
90 %
2
01.22 .02
2B0121
01-16-02/12:00
01-16-02/12:00
01-15-02/17:15
01-15-02/17:25
01-15-02/17:20
40377-4
<10
<1.0
<l.0
<3.0
90 %
1
01. 21. 02
1B0121
40377-5
<10
<1.0
<1.0
<3. 0
90 %
1
01. 21. 02
1B0121
--------------------------------------------------------------------- ----------
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SEVERN
. TRENT
SI• RV ICES
:>!02 LaRrxhP. AvenuP. • Savannah. GA 31404 • Te!: 912 354 7858 • Fax: [phone] • www.~ll-mc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
REPORT OF RESULTS Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
40377-1
40377-2
40377-3
40377-4
40377-5
--------------------------------------------------
UD INFLUENT
UD EFFLUENT
UM INFLUENT
LM INFLUENT
U/L MACON EFFLUENT
01-16-02/12:00
01-16-02/12:00
01-15-02/17:15
01-15-02/17:25
01-15-02/17:20
-----------------------------------------------------------------------------------
PARAMETER 40377-1 40377-2 40377-3 40377-4 40377-5
-------------------------------------------------------------------------------
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride
(Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
<5.0
<5,0
82
<5.0
<10
9.8
<5,0
<5.0
<5.0
Surrogate -Bromochloromethane 100 %
Dilution Factor 5
Analysis Date 01.22.02
Batch ID 2B0121
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
93
1
01.22 .02
01.25.02
0122L
----------
<1.0
<1.0
<l.0
<1.0
<2.0
<1.0
<1.0
<l.0
<1.0
85 %
1
01.21.02
1B0121
130
1
01.22.02
01.25.02
0122L
----------
<2.0 <1.0 <1.0
2.6 4.5 <1.0
32 1. 7 <1.0
7.4 <l.0 <1.0
<4. 0 <2.0 <2.0
4,0 1.2 <1.0
3.9 1.4 <1.0
6.5 <1.0 <1.0
<2.0 <1.0 <1.0
130 % 110 % 100 %
2 1 1
01.22.02 01.21.02 01. 21. 02
2B0121 180121 1B0121
<50 <50 <50
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
----------------------------
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SEVERN
TRENT· ..
SEllVICI S
.JlO?. laRod1f! Avenue• S;ivarrnilh, GA 31404 • lei: 912 354 7858 • Fax: [phone](>5 • www.stl-1nccorn STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101•
Sampled By: Client
Code: 140020130
Page 3
DATE/
TIME SAMPLED --------------------------------------------------
40377-1
40377-2
40377-3
40377-4
40377-5
UD INFLUENT
UD EFFLUENT
UM INFLUENT
LM INFLUENT
U/L MACON EFFLUENT
01-16-02/12:00
01-16-02/12 :00
01-15-02/17:15
01-15-02/17:25
01-15-02/17:20 -----------------------------------------------------------------------------------
PARAMETER 40377-1 40377-2 40377-3 40377-4 40377-5
-------------------------------------------------------------------------------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
01.22.02
01.25.02
0122L
<10
1
01.22.02
01.25.02
0122L
6.5
1
01.22.02
01.25.02
0122L
----------
<5. 0
1
01.22.02
01.25.02
0122L
18
1
01. 22. 02
01.25.02
0122L
120
1
01.22.02
01.25.02
0122L
----------
<5.0 <5.0 <5.0
1 1 1
01.22.02 01.22.02 01.22 .02
01. 25. 02 01.25.02 01.25.02
0122L 0122L 0122L
<10 <10 <10
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
13 8.6 <5.0
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
------------------------------
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TRENT.
~l(J2 L;ifh:he Avf~nur~ • S;ivnnnah, GA 31404 • fol: 912 354 7858 • Fax: [phone] • www.~tl•mc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 4
DATE/ LOG NO
40377-1
40377-2
40377-3
40377-4
40377-5
SAMPLE DESCRIPTION, LIQUID SAMPLES
UD INFLUENT
TIME SAMPLED
01-16-02/12:00
01-16-02/12:00
01-15-02/17:15
01-15-02/17:25
01-15-02/17:20
UD EFFLUENT
UM INFLUENT
LM INFLUENT
U/L MACON EFFLUENT
PARAMETER 40377-1 40377-2 40377-3 40377-4 40377-5
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1
01.22.02
01. 25. 02
0122L
<3.0
1
01.22.02
01.28.02
0122I
<50
1
01.22.02
01.25.02
0122L
----------
<40
1
01.22.02
01.25.02
0122L
5.0
1
01.22.02
01.28.02
0122I
<50
1
01.22.02
01.25.02
0122L
----------
<40 <40 <40
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
<3. 0 <3.0 <3.0
1 1 1
01.22.02 01.22.02 01.22.02
01.28.02 01.28.02 01.28.02
0122I 0122I 0122I
<50 <50 <50
1 1 1
01.22.02 01.22.02 01. 22. 02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
------------------------------
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SEVERN ,,
TRENT,
S[HVICl'S
5102 LaRoche Avr,niw • Sriv<1rmah, GA 31404 • Tel: [phone] • Fa~: 912 352 0165 • www.stl-inc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 5
DATE/ LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
40377-1 UD INFLUENT
40377-2 UD EFFLUENT
40377-3 UM INFLUENT
40377-4 LM INFLUENT
40377-5 U/L MACON EFFLUENT
PARAMETER 40377-1 ----------------

-
-
-
----

-
---

-
-
----------
Zinc (6010), ug/1 <20
Dilution Factor 1
Prep Date 01.22.02
Analysis Date 01.25.02
Batch ID 0122L
Cadmium (7131)
Cadmium, ug/1 <0.30
Dilution Factor 1
Prep Date 01.22.02
Analysis Date 01.28.02
Batch ID 01221
Antimony (7041)
Antimony, ug/1 <10
Dilution Factor 1
Prep Date 01.22.02
Analysis Date 01.28.02
Batch ID 0122L ---------------------------------------
40377-2
----------
35
1
01.22 .02
01.25.02
0122L
<0.30
1
01.22.02
01.28.02
01221
<10
1
01.22.02
01.28.02
0122L
----------
40377-3
----------
<20
1
01.22.02
01.25.02
0122L
<0.30
1
01.22.02
01.28.02
01221
<10
1
01.22.02
01.28.02
01-16-02/12:00
01-16-02/12 :00
01-15-02/17:15
01-15-02/17:25
01-15-02/17:20
40377-4 40377-5
--------------------
<20 <20
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
<0.30 <0. 30
1 1
01.22.02 01.22.02
01.28.02 01.28.02
01221 01221
<10 <10
1 1
01.22 .02 01.22.02
01.28.02 01.28.02
0122L 0122L 0122L
--------------------

-
-
-
-
-
-
-
-
-
-
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I
SEVERN
T RE.NT",
Sl·.RVICl·.S
5102 LaRoche Avenue • Savilnr1ah, GA 31404 • Tel: 9!2 354 7858 • F;i~: 912 352 0165 • www.Stl•inr:..com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
40377-1 UD INFLUENT
40377-2 UD EFFLUENT
40377-3 UM INFLUENT 1
40377-4 LM INFLUENTJ
40377-5 U/L MACON EFFLUENT;
PARAMETER
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
40377-1 40377-2
----------
<5.0
1
01.19.02
01. 19. 02
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
40377-3
----------
<5.0
1
01.19.02
01.19.02
DATE/
TIME SAMPLED
01-16-02/12:00
01-16-02/12:00
01-15-02/17:15
01-15-02/17:25
01-15-02/17:20
40377-4
Page 6
40377-5
--------------------
<5.0 <5.0
1 1
01.19.02 01.19.02
01.19 .02 01.19.02 Batch ID
<5.0
1
01.19.02
01.19.02
0119C 0119C 0119C 0119C 0119C ----------------------------------------'
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SEVERN
TRENT,
Sl·INIC:FS
~102 L;iRoche Avenue • SilvcJrmilh, GA Jl404 • lei: '.)12 354 7858 • Fax. [phone] • www.stl-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 7
DATE/
TIME SAMPLED ------------------------------------------------------------
40377-6 DUP 2
40377-7 MW-11
40377-8 MW-22
40377-9 MW-2A
40377-10 MW-24
01-15-02/15:50
01-15-02/15:18
01-15-02/08:45
01-15-02/15:50
01-16-02/10:40
-----------------------------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
-----------------------------
40377-6
----------
<100
<10
<10
<30
107 %
10
01.22.02
180122
----------
40377-7
----------
<10
<1.0
<1.0
<3. 0
90 %
1
01.21.02
180121
----------
40377-8 40377-9 40377-10
------------------------------
<20 <100 <10
<2.0 <10 <1.0
<2.0 <10 <1.0
<6.0 <30 <3. 0
90 % 90 % 93 %
2 10 1
01.23 .02 01.22.02 01.23.02
180123 2B0121 1B0123
------------------------------
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SEVERN
TRENT,
Sl·.l!VICl'S
'.il(J2 LaRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fax: 912 352 OHi5 • www.511-mc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO
40377-6
40377-7
40377-8
40377-9
40377-10
SAMPLE DESCRIPTION, LIQUID SAMPLES
DUP 2
MW-11
MW-22
MW-2A
MW-24
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
DATE/
TIME SAMPLED
01-15-02/15:50
01-15-02/15:18
01-15-02/08:45
01-15-02/15:50
01-16-02/10:40
Page 8
PARAMETER 40377-6 40377-7 40377-8 40377-9 40377-10
<10
<10
310
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total),
Methylene chloride
ug/1 <10
(Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<20
37
<10
27
<10
110 %
10
01.22.02
1B0122
300
1
01 .22.02
01 .25.02
0122L
----------
<1.0
<l.0
1.6
<l.0
<2.0
<l.0
2.4
<1.0
<1.0
97 %
1
01. 21. 02
1B0121
640
1
01.22.02
01.25.02
0122L
----------
<2.0 <10 <1.0
47 <10 24
<2.0 320 <l.0
<2.0 <10 <1.0
<4. 0 <20 <2.0
3.7 42 <1.0
<2.0 <10 <l.0
<2.0 33 <1.0
<2.0 <10 <l.0
ll0 % 110 % 120 %
2 10 1
01.23.02 01.22.02 01.23.02
1B0123 2B0121 1B0123
81 320 96
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
------------------------------
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I
SEVERN
. TRENT.
Sl.llVICl,S
5102 LilRrn.hr, Avenur: • Sav<mn<1h. GA ]1'104 • 'lei: 912 354 7858 • Fa~: 912 352 0165 • www.~ll-1nu:om STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO
40377-6
40377-7
40377-8
40377-9
40377-10
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
DUP 2
MW-11
MW-22
MW-2A
MW-24
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101>
Sampled By: Client
Code: 140020130
DATE/
TIME SAMPLED
01-15-02/15:50
01-15-02/15:18
01-15-02/08:45
01-15-02/15:50
01-16-02/10:40
Page 9
PARAMETER 40377-6 40377-7 40377-8 40377-9 40377-10
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
01.22.02
01.25.02
0122L
37
1
01.22.02
01.25.02
0122L
370
1
01.22.02
01.25.02
0122L
----------
14
1
01.22 .02
01.25.02
0122L
52
1
01.22.02
01.25.02
0122L
660
1
01. 22. 02
01.25.02
0122L
----------
<5.0 <5.0 <5.0
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
11 41 <10
1 1 1
01.22 .02 01. 22. 02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
500 390 2400
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
------------------------------
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SEVERN
TRENT ,
Sl:IIVICl·S
5102 UiRm.h<! Avenue • Snvarinah, GA 31404 • Td 912 354 7858 • f-·ax: 912 352 0165 • www . .stNnr, corn $TL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 10
DATE/ LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
40377-6 DUP 2
40377-7 MW-11
40377-8 MW-22
40377-9 MW-2A
40377-10 MW-24
01-15-02/15:50
01-15-02/15:18
01-15-02/08:45
01-15-02/15:50
01-16-02/10 :40
PARAMETER 40377-6 40377-7 40377-8 40377-9 40377-10
Nickel ( 6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
.Analysis Date
Batch ID
Vanadiwn (6010)
Vanadiwn, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1
01.22.02
01.25.02
0122L
6.2
1
01.22.02
01.28.02
01221
<50
l
01.22.02
01. 25. 02
0122L
----------
<40
1
01.22.02
01.25.02
0122L
20
1
01.22.02
01.28.02
01221
170
1
01.22.02
01.25.02
0122L
----------
<40 <40 <40
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
7.1 7.4 <3 .0
1 1 1
01.22.02 01.22.02 01.22.02
01.28.02 01.28.02 01.28.02
01221 01221 01221
<50 <SO <50
1 l 1
01.22 .02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
------------------------------
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SEVERN
TRENT
SI.INJCI.S
5102 L;iRoche Avenue • Savannah, GA 31404 • Tel: [phone] • Fa,: 912 352 0165 • w·1t11.~!l•mc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
40377-6 DUP 2
40377-7 MW-11
40377-8 MW-22
40377-9 MW-2A
40377-10 MW-24
PARAMETER 40377-6 40377-7 -------------------------------------------------
Zinc (6010), ug/1 130 170
Dilution Factor 1 1
Prep Date 01.22 .02 01.22.02
Analysis Date 01.25.02 01.25.02
Batch ID 0122L 0122L
Cadmium (7131)
Cadmium, ug/1 0.38 <0.30
Dilution Factor 1 1
Prep Date 01.22 .02 01.22.02
Analysis Date 01.28.02 01.28.02
Batch ID 0122I 0122I
Antimony I 7041)
Antimony, ug/1 <10 <10
Dilution Factor 1 1
Prep Date 01.22.02 01.22.02
Analysis Date 01.28.02 01.28.02
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
40377-8
DATE/
TIME SAMPLED
01-15-02/15:50
01-15-02/15:18
01-15-02/08:45
01-15-02/15:50
01-16-02/10:40
40377-9
Page 11
40377-10
------------------------------
51 190 <20
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01.25.02 01.25.02
0122L 0122L 0122L
<0.30 0.85 0.91
1 1 1
01.22 .02 01.22.02 01.22.02
01.28.02 01.28.02 01.28.02
0122I 0122I 0122I
<10 <10 <10
1 1 1
01.22.02 01.22.02 01.22.02
01.28.02 01.28.02 01.28.02 Batch ID 0122L 0122L 0122L 0122L 0122L -------------------------------------------------------------------------------
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SEVERN
TRENT'·,
SI· RVICl"S
'.!102 LaRochc Aver1ue • Savannilll, GA 31404 • Tel: [phone] • rat: 912 352 0165 • www.~tl•1nc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 12
DATE/
TIME SAMPLED
40377-6 DUP 2 01-15-02/15:50
40377-7 MW-11 01-15-02/15:18
40377-8 MW-22 01-15-02/08:45
40377-9 MW-2A 01-15-02/15:50
40377-10 MW-24 01-16-02/10:40
PARAMETER 40377-6 40377-7 40377-8 40377-9 40377-10
--------------------

-
-
-
-
-
-
-
-
-
-
----------Suspended Solids (160.2), mg/1 150 2400 210 170 21 Dilution Factor 1 1 1 l 1 Prep Date 01.19.02 01.19.02 01.19.02 01.19.02 01.19.02 Analysis Date 01.19.02 01.19.02 01.19.02 01.19.02 01.19.02 Batch ID 0119C 0119C 0119C 0119C 0119C
--------------------

-
-
-
-
-
-
-
-
-
-
----------
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I
5102 LaRoclH! Avenur. • S;wannah, GA 31404 • Tel: [phone] • fM: 912 352 0165 • ·.vww.~tl•inc.r.orn
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
LOG NO
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
------------------------------------------------------------
40377-11 MW-25
40377-12 MW-21
40377-13 MS INFLUENT
40377-14 MS-EFFLUENT
------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
403 77-11
----------
<10
<1.0
<1.0
<3. 0
90 %
1
01.21.02
1B0121
----------
40377-12
----------
<10
<1.0
<1.0
<3.0
90 %
1
01.23.02
1B0123
----------
DATE/
TIME SAMPLED
01-16-02/09:10
01-15-02/09:30
01-15-02/15:40
01-15-02/15:40
40377-13
Page 13
40377-14
--------------------
1000 <10
<25 <1.0
<25 <1.0
<75 <3.0
90 % 107 %
25 1
01.22.02 01.22.02
2B0121 1B0122
--------------------
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SEVERN
, TRENT_,1
Sl-llVICI S
5102 LaRoche Avenue • Savanr1;1t1. GA 31404 • Tel: [phone] • f"ax: 912 352 0165 • www.stl•mc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 14
DATE/
TIME SAMPLED -------- - - ----- - - - ----- ------ ----- - - - ------- - - ------- - - - - ---
40377-11 MW-25
40377-12 MW-21
40377-13 MS INFLUENT
40377-14 MS-EFFLUENT
------- --------------------- --------------------------------
PARAMETER 40377-11 40377-12
01-16-02/09: 10
01-15-02/09:30
01-15-02/15:40
01-15-02/15:40
40377-13 40377-14
-------------------------------------------------------------------------------
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane),
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
ug/1
<1.0
<1.0
<1.0
<1.0
<2.0
<l.0
<l.0
<1.0
<1.0
99 %
1
01.21.02
1B0121
120
1
01.22.02
01.25.02
0122L
-------------------------------------------------
<1.0
1.0
<l.0
1.6
<2. 0
<1.0
10
<1.0
<1.0
100 %
1
01.23.02
1B0123
<50
1
01.22.02
01.25.02
0122L
----------
<25 <1.0
<25 <1.0
570 <1.0
60 <1.0
<50 <2. 0
25 <1.0
<25 <1.0
27 <1.0
<25 <1.0
130 % 100 %
25 1
01.22.02 01.22.02
2B0121 1B0122
340 360
1 1
01.22 .02 01.22.02
01.25.02 01.25.02
0122L 0122L
--------------------
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SEVERN
TRENT·
SI !!VICI S
5102 U1Roche Avenur! • Savannah, GA 31404 • Tr.I: ~JJ?. 354 7858 • F;u: 912 352 0165 • www.stl•111c.corn STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 15
DATE/
TIME SAMPLED
--------------------------------------------------
40377-11
40377-12
40377-13
40377-14
PARAMETER
MW-25
MW-21
MS INFLUENT
MS-EFFLUENT
--------------------------------------------------
40377-11 40377-12
01-16-02/09:10
01-15-02/09:30
01-15-02/15:40
01-15-02/15:40
40377-13 40377-14 --------------------------------------------------------------------- ----------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
---------------------------------------
<5.0
1
01. 22. 02
01.25.02
0122L
<10
1
01.22.02
01.25.02
0122L
6.5
1
01.22.02
01.25.02
0122L
----------
<5.0
1
01. 22. 02
01.25.02
0122L
<10
1
01.22.02
01.25.02
0122L
<5.0
1
01.22.02
01.25.02
0122L
----------
<5.0 <5.0
1 1
01. 22. 02 01.22.02
01.25.02 01.25.02
0122L 0122L
<10 <10
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
5.2 35
1 1
01. 22. 02 01.22.02
01.25.02 01.25.02
0122L 0122L
--------------------
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5J(J2 taRoche Ave11ue • SiJv<1rmah, GA 31404 • fol: <Jl2 354 78:i8 • fa~: 912 352 0]~;5 • www.~U•inc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 16
DATE/ LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
40377-11 MW-25
40377-12 MW-21
40377-13 MS INFLUENT
40377-14 MS-EFFLUENT
PARAMETER
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
----------
40377-11
----------
<40
1
01.22.02
01.25.02
0122L
<3. 0
l
01.22.02
01.28.02
0122I
<50
1
01.22.02
01.25.02
0122L
----------
40377-12
----------
<40
1
01.22.02
01.25.02
0122L
<3. 0
l
01.22.02
01.28.02
01221
<50
1
01.22.02
01.25.02
01-16-02/09:10
01-15-02/09:30
01-15-02/15:40
01-15-02/15:40
40377-13 40377-14
--------------------
<40 <40
l 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
<3.0 <3.0
1 l
01.22.02 01.22.02
01.28.02 01.28.02
01221 0122I
<50 <50
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L 0122L
----------

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-
----------
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TRENT -
Sl•HVICl•S
5102 I nRrx.he Avenw~ • Savarmnh, GA 31404 • Tel: [phone] • Fa1: 912 352 0165 • www.~tl-mccorn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
40377-11 MW-25
40377-12 MW-21
40377-13 MS INFLUENT
40377-14 MS-EFFLUENT
PARAMETER
-----------------------------
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
40377-11
--------------------
<20
1
01. 22. 02
01.25.02
0122L
<0.30
1
01.22.02
01.28.02
01221
<10
1
01.22.02
01.28.02
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
40377-12
DATE/
TIME SAMPLED
01-16-02/09:10
01-15-02/09:30
01-15-02/15:40
01-15-02/15:40
40377-13
Page 17
40377-14
------------------------------
<20 <20 <20
1 1 1
01.22.02 01.22.02 01.22.02
01.25.02 01. 25. 02 01.25.02
0122L 0122L 0122L
<0.30 <0.30 <0.30
1 1 1
01.22.02 01.22.02 01 .22.02
01.28.02 01.28.02 01.28.02
01221 01221 01221
<10 <10 <10
1 1 1
01.22 .02 01.22.02 01.22.02
01.28.02 01.28.02 01.28.02 Batch ID 0122L 0122L 0122L 0122L ---------------------------------------

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-
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-
-
-
-
-
------------------------------
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TRENT'
SI.HVICl·.S
SI02 L;1Rod1r. Aviimw • Sav,mr1c1h, GA 31404 • Tel: [phone] • Fax: 912 3~2 (J!fi5 • www.:-tl-mc.mm STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 18
DATE/
TIME SAMPLED
-----------------------------------------------------------------------------------
40377-11 MW-25 01-16-02/09:10
40377-12 MW-21 01-15-02/09:30
40377-13 MS INFLUENT 01-15-02/15:40
40377-14 MS-EFFLUENT 01-15-02/15:40
-----------------------------------------------------------------------------------
PARAMETER 40377-11 40377-12 40377-13 40377-14 ----- --- -------------- ---------------------------------------------------------
Suspended Solids (160. 2) ' mg/1 <5.0 <5.0 <5.0 8.0
Dilution Factor 1 1 1 1
Prep Date 01.19.02 01.19.02 01.19.02 01.19.02
Analysis Date 01.19.02 01.19.02 01.19.02 01. 19. 02 Batch ID 0119C 0119C 0119C 0119C - - --- --- - --- -------- - ------- ---------------------------------------------------
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5102 LaRoche Avenur: • Silv<irmah, GA 31404 • Tel: ')]2 354 7858 • Fa1: 912 352 0165 • www.~11-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT".'
Sl-llVICl'S
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
LOG NO
40377-15
40377-16
40377-17
PARAMETER
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
--------------------------------------------------
DUP-1
MW-23
MW-15
--------------------------------------------------
40377-15
DATE/
TIME SAMPLED
01-16-02/12:15
01-15-02/16:45
01-16-02/12:15
40377-16
Page 19
40377-17
-------------------------------------------------------------------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
<50
<5.0
<5.0
<15
93 %
5
01.23.02
1B0123
<5.0
<5.0
82
<5.0
<10
10
<5.0
<5.0
<5.0
120 %
5
01.23 .02
1B0123
----------
<10 <50
<l.0 <5. ·o
<l.0 <5.0
<3.0 <15
107 'Ir 90 %
1 5
01.22.02 01. 22. 02
1B0122 2B0121
<1.0 <5.0
8.4 <5.0
<1.0 160
4.4 <5.0
<2.0 <10
<1.0 19
8.9 <5.0
<1.0 <5.0
<1.0 <5.0
130 'Ir 96 'Ir
1 5
01.22.02 01.22.02
1B0122 2B0121
--------------------
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TRENT.
SI· llVICl·S
5102 laRor;he Avenue • S;ivanr1ah, GA 31404 • Tel: [phone] • Fax: [phone] • www.~tl-mc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
40377-15
40377-16
40377-17
PARAMETER
DUP-1
MW-23
MW-15
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
40377-15
DATE/
TIME SAMPLED
01-16-02/12:15
01-15-02/16:45
01-16-02/12:15
40377-16
Page 20
40377-17
-------------------------------------------------------------------------------
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
170
1
01.22.02
01.25.02
0122L
<5.0
1
01.22.02
01.25.02
0122L
36
1
01.22.02
01.25.02
0122L
----------
<50 190
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
<5.0 <5.0
1 1
01. 22. 02 01. 22. 02
01.25.02 01.25.02
0122L 0122L
<10 51
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
--------------------
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~102 LaRoche Avenue • S,1vannatl, GA 31404 • Tel: [phone] • Fax: [phone] • www.sll•mc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT"
SHIVICl·S
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101•
Sampled By: Client
Code: 140020130
LOG NO
40377-15
40377-16
40377-17
PARAMETER
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
--------------------------------------------------
DUP-1
MW-23
MW-15
--------------------------------------------------
40377-15
DATE/
TIME SAMPLED
01-16-02/12:15
01-15-02/16:45
01-16-02/12:15
40377-16
Page 21
40377-17 -------------------------------------------------------------------------------
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
-------------------------------------------------
120
1
01.22.02
01.25.02
0122L
<40
1
01. 22. 02
01.25.02
0122L
43
1
01.22.02
01.28.02
01221
----------
10 190
1 1
01.22.02 01. 22. 02
01.25.02 01.25.02
0122L 0122L
<40 <40
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
<3 .0 52
1 1
01.22.02 01.22.02
01.28.02 01.28.02
01221 01221
--------------------
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TRENT
SI llVICl·S
5\CJ2 LaRoct1e Av,!nue • Savannah, GA 31404 • Tel: [phone] • Fa,: 912 352 0165 • www.sll-1nc.corn STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Science.s
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 22
DATE/
TIME SAMPLED
--------------------------------------------------
40377-15
40377-16
40377-17
PARAMETER
DUP-1
MW-23
MW-15
--------------------------------------------------
40377-15
01-16-02/12:15
01-15-02/16:45
01-16-02/12:15
40377-16 40377-17 -------------------------------------------------------------------------------
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Mercury I 74 70)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<50
1
01.22.02
01.25.02
0122L
55
1
01.22.02
01.25.02
0122L
0.66
1
01.22.02
01.23 .02
0122U
----------
<50 <50
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
<20 50
1 1
01.22.02 01.22.02
01.25.02 01.25.02
0122L 0122L
<0.20 0.54
1 1
01.22.02 01.22.02
01.23 .02 01.23.02
0122U 0122U
--------------------
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5!02 LaRoche Av<!IHJC • SiJV,lfllliJh, GA 31404 • rEI: 912 354 7858 • Fax: 9!2 3~,2 016~ • www.:.tl-inc.corn
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Driv8
Concord, NC 28025
SEVERN
, TRENT
SI•.HVICI S
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
REPORT OF RESULTS Page 23
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
40377-15
40377-16
40377-17
PARAMETER
--------------------------------------------------
DUP-1
MW-23
MW-15
--------------------------------------------------
40377-15
01-16-02/12:15
01-15-02/16:45
01-16-02/12 :15
40377-16 40377-17 ------------------------------------------------- ------------------------------
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
-------------------------------------------------
<0.30
1
01.22 .02
01.28.02
0122I
<10
1
01.22.02
01.28.02
0122L
57
1
01.19.02
01.19 .02
0119C
----------
<0.30 <0.30
1 1
01.22.02 01.22.02
01.28.02 01.28.02
0122I 0122I
<10 <10
1 1
01.22.02 01.22.02
01.28.02 01.28.02
0122L 0122L
<5.0 410
1 1
01.19.02 01.19.02
01.19.02 01.19.02
0119C 0119C
--------------------
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SEVERN
$10?. LnRoche flvP.ruJe • Savilrmah. GI\ 31404 • 1<:I: 1Jl2 3'.l4 78S8 • f"ax: rJJz 3'.i2 ()!65 • www.~tl-1nc.corn STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 24
DATE/
TIME SAMPLED
-·-- - - ----- - - - - - - --- - - - ---- - ---- - ---- - ---- - ----- ---- - - ------ - - ------ - - - ----------- - -
40377-18 UPPER MACON -MN 01-15-02/17:15
-----------------------------------------------------------------------------------
PARAMETER
-------------------------------------------------
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
-------------------------------------------------
40377-18
<5.0
1
01.22.02
01.25.02
0122L
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SEVERN
_TRENT;
SI• l!VICl•.S
~102 L;iRocht! Aver1ur: • Sav<Hmil!1, GA 3!404 • Id ')12 3~)4 7858 • Fa~: fJl2 352 0165 • www.~11-inc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 25
DATE/
TIME SAMPLED
-.-----------------------------------------------------------
40377-19 Trip Blank l
40377-20 Trip Blank 2
01-16-02
01-16-02
-----------------------------------------------------------------------------------
PARAMETER 40377-19 40377-20
------------------------------------------------- ------------------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total), ug/1
Methylene chloride (Dichloromethane), ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
<10
<1.0
<1.0
<3. 0
107 %
1
01.22.02
1B0122
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
98 %
1
01.22.02
1B0122
----------
<10
<1.0
<1.0
<3. 0
107 %
l
01.22.02
1B0122
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
100 %
1
01.22.02
180122
--------------------
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SEVERN
TRENT
SFRVICES
~i!Oi [.;1Rod1e Avc1uw • Stwirnnilh, GA 31404 • [if 912 3~4 7858 • Fax: 912 ]52 OlG~ • www.~tl-1nr:.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 26
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
---- - - - - - -- ----- - ------- --- - ------- - - - - - - - ------ - ------- - - - - ---------- - - - -----------
40377-21 Method Blank
40377-22 Reporting Limit (RL)
40377-23 Lab Control Standard Result
40377-24 Lab Control Standard Duplicate Result
40377-25 Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
40377-21 40377-22
--------------------
<10 10
<1.0 1.0
<1.0 1.0
<3 .0 3.0
97 %
1
01.21.02
180121
--------------------
40377-23 40377-24 40377-25
------------------------------
290 360 400
20 20 20
21 20 20
103 % 107 %
1 1
01.21.02 01.21.02
1B0121 1B0121
------------------------------
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SEVERN
~.!102 L;iRoche Avenue • S;,vannah, GA 3)404 • Tel: [phone] • Fax: 912 3S2 0l6S • \'1WW.Stl•u1c.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 27
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-21
40377-22
40377-23
40377-24
40377-25
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
PARAMETER
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
1,2-Dichloroethene (total),
Methylene chloride
(Dichloromethane), ug/1
1,1,l-Trichloroethane, ug/1
Trichloroethene, ug/1
Tetrachloroethene, ug/1
Vinyl chloride, ug/1
40377-21
ug/1
<1.0
<1.0
<l.0
<1.0
<2.0
<l.0
<l.0
<1.0
<1.0
Surrogate -Bromochloromethane 84 %
Dilution Factor 1
Analysis Date 01.21.02
Batch ID 1B0121
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<50
1
01.22.02
01.25.02
0122L
40377-22
l. 0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
50
40377-23
23
23
90 %
l
01.21.02
1B0121
2190
1
01.22 .02
01.25.02
0122L
-------
40377-24 40377-25
23 20
23 20
100 %
1
01.21.02
1B0121
2150 2000
l
01.22.02
01.25.02
0122L
---------
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TRENT.
SEl!VICES
5!02 LaRorJ1r. Aven1H1 • Silvi11ll1ilh, GA 31404 • Tel: '.J!2 354 7858 • far: 912 3(i2 0165 • www.stl-1nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 28
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-21
40377-22
40377-23
40377-24
40377-25
--------------------------------------------------
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
PARAMETER 40377-21 40377-22 40377-23 40377-24 40377-25
------------------------------------------------- ------------------------------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1
01.22.02
01.25.02
0122L
<10
1
01.22.02
01.25.02
0122L
<5.0
1
01.22.02
01.25.02
0122L
5.0
10
5.0
-------
56.5
1
01.22.02
01.25.02
0122L
227
1
01.22.02
01.25.02
0122L
579
1
01.22.02
01.25.02
0122L
----------
55.6 50.0
1
01.22.02
01.25.02
0122L
224 200
1
01.22.02
01.25.02
0122L
570 500
1
01.22.02
01.25.02
0122L
--------------------
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'TRENT~
SI· llVICES
5102 l.aRochr. Av,:rn11: • Si1vin111al1, GA 31404 • lei. 'Jl2 :154 7858 • f;i~: 912 352 Olfi5 • www.stl•1nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 29
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-21
40377-22
40377-23
40377-24
40377-25
--------------------------------------------------
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
·PARAMETER 40377-21 40377-22 40377-23 40377-24 40377-25
------------------------------------------------- ---------- --------------------
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1
01.22.02
01.25.02
0122L
<3.0
1
01.22 .02
01.28.02
01221
<50
1
01.22 .02
01.25 .02
0l22L
40
3.0
50
572
1
01.22.02
01.25.02
0122L
51.8
1
01.22.02
01.28.02
01221
555
l
01.22.02
01.25.02
0122L
565
1
01.22.02
01.25.02
0122L
50.6
1
01.22.02
01.28.02
01221
547
1
01.22.02
01.25.02
0122L
500
50.0
500
----------------------------- ---------- ------------------------------
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· T R EN 1f,;,'
Sl:l!VICES
5102 LaRochr: Avenue• S;iv;mnah. GA 31404 • Tel: 912 3:J4 7858 • f·;n: ()]2 35? 0165 • wwwstl-mc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 30
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-21
40377-22
40377-23
40377-24
40377-25
--------------------------------------------------
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
PARAMETER
-----------------------------
Zinc (6010), ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
40377-21
----------
<20
1
01.22.02
01.25.02
0122L
<0.30
1
01.22.02
01.28.02
01221
<10
1
01.22.02
01.28.02
Batch ID 0122L
40377-22
----------
20
0.30
10
-------------------------------------------------
40377-23
----------
567
1
01.22.02
01.25.02
0122L
5.16
1
01.22.02
01.28.02
01221
47.9
1
01.22.02
01.28.02
40377-24
----------
557
1
01. 22. 02
01.25.02
0122L
5.03
1
01.22.02
01.28.02
01221
48.3
1
01.22.02
01.28.02
0122L 0122L
40377-25
----------
500
5.00
50.0
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SEVERN
~102 Lr1RrY,he Avenue • Sc1v;mr1;,!1, GA 31404 • lei: 912 354 7858 • Fa,: 912 352 0165 • www.stl•lll(,.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 31
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-·------ - - ----- - - - ------- - -------- - - - ----- - - - ---- - - ----- - - --- - - - - ----- - ---------- - - -
40377-21 Method Blank
40377-22 Reporting Limit (RL)
40377-23 Lab Control Standard Result
40377-24
40377-25
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
-----------------------------------------------------------------------------------
PARAMETER
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids
Dilution Factor
Prep Date
Analysis Date
Batch ID
(160. 2) ' mg/1
-----------------------------
40377-21 40377-22 40377-23 40377-24 40377-25
<0.20 0.20 2.27 X 2.50
1 1
01.22.02 01.22.02
01.23 .02 01.23.02
0122U 0122U
<5.0 5.0 104 99.0 100
1 1 1
01.19.02 01.19.02 01. 19. 02
01.19 .01 01.19.02 01.19 .02
0119C 0119C 0119C
--------------------------------------------------
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' TRENT,,
Sl-llVICl:S
5102 L;iRorJ1e Avr.mH~ • Sav;mnah, GA 31404 • fr.I: 912 354 7858 • r;ix: 91? 3'.J2 Olfi~ • www.~tl-1nc .. com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 32
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-.------- - -------- - - - - - ----- ------- ------- - - - ------ - - --------- - - - - - - - ---------------
40377-26 LCS/LCSD % Recovery
40377-27 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-26 40377-27
-------------------------------------------------------------------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
72/90 %
100/100 %
105/100 %
103/107 %
1
01. 21. 02
180121
115/115 %
115/115 %
90/100 %
1
01.21.02
1B0121
109/107 \-
1
01.22.02
01.25.02
0122L
40-130 %
48-152 %
62-133 %
70-130 %
37·163 \-
49-138 \-
70-130 %
75·125 %
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· TRENT
5!02 LoHoche Avenue • Savannah, GA 31404 • lei: 912 3:>4 7858 • Fax: 912 3:J2 01&:i • www.~\l-1nr:.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 33
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
40377-26 LCS/LCSD % Recovery
40377-27 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-26 40377-27
--------------------------------------------------------------------- ----------
Beryllium (6010)
Beryllium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
113/111 %
1
01.22.02
01.25.02
0122L
113/112 %
1
01.22.02
01.25.02
0122L
116/114 %
1
01.22.02
01. 25. 02
0122L
75-125 %
75-125 %
75-125 %
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TRENT '
SI HVICFS
5102 LaRodie Avenue • Sa•,armah, GA 31404 • lei: !Jl2 354 7858 • ra,: 912 352 016$ • w·Nw.stl-inc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2·40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 34
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-----------------------------------------------------------------------------------
40377-26 LCS/LCSD % Recovery
40377-27 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-26 40377-27
--------------------------------------------------------------------- ----------
Nickel (6010)
Nickel, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
114 /113 %
1
01.22.02
01.25.02
0122L
104/101 %-
1
01.22.02
01.28.02
0122I
111/109 %-
1
01.22.02
01.25.02
0122L
75-125 %-
80·120 %-
75·125 %-
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5102 LaRocJ1e Avenue• Stmnnah, GA 31404 •·Tel: 9!2 354 ·;353 • Fax: 9!2 3:.2 016'.> • 'll'NW.5tl•u1r..com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT
Sl•.l<VICl'S
$TL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
REPORT OF RESULTS
Project: Macon Dockery/1900000101•
Sampled By: Client
Code: 140020130
Page 35
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-. ------ - -- --- - ----- - - ----- - - - ---- - ------ - ----- - ---- - - ----- - ----- - - - ----- --- - - - -----
40377-26 LCS/LCSD % Recovery
40377-27 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-26 40377-27
--------------------------------------- ----------------------------------------
Zinc (6010), %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony I 7041)
113/111 %
1
01.22.02
01.25.02
0122L
103/101 %
1
01.22.02
01.28.02
01221
75-125 %-
80-120 %
Antimony, % 96/97 % 80-120 %
Dilution Factor 1
Prep Date 01.22.02
Analysis Date 01.28.02
Batch ID 0122L
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SEVERN
5102 laRoct1e Av.:riur! • Savannah, GA 31404 • fol: 912 354 7858 • Fax: [phone] • www.s!1-1nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 36
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
40377-26 LCS/LCSD % Recovery
40377-27 LCS Accuracy Control Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-26 40377-27
------------------------------------------------- ---------- --------------------
Mercury (7470)
Mercury, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2), mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
91/X %
1
01.22.02
01.23.02
01220
104/99 %
1
01.19.02
01.19.02
0119C
-------------------------------------------------
SIi '.;,,v,11111,il1 I', .i \',Iii ,,1 S,•1,1•111 lr,•111 I dlH11,llllln1',. 111("
80-120 %
80-120 %
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SEVERN
:J\02 LnRoche Avenue • St:1vonnah, GA 31404 • lei: 912 3:)4 7858 • f"ax: 912 3:>2 0165 • ww.v.Stl•mu.orn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 37
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-·----- ---- -- - -------- ------ ----------- - - - - ------------ - - - --- -- - - - - - ------ - --- ------
40377-28 MS 'Ir RECOVERY (MW-11)
40377-29 MSD 'Ir RECOVERY (MW-11)
-----------------------------------------------------------------------------------
PARAMETER 40377-28 40377-29
----------------------------------------------------------- ---------- ----------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
90 'Ir
90 'Ir
90 'Ir
97 'Ir
1
01.23.02
1B0123
120 'Ir
125 'l-
110 'l-
1
01.23.02
1B0123
95 %
1
01.22.02
01.25.02
0122L
92 'Ir
95 'Ir
90 'Ir
97 'Ir
1
01.23.02
1B0123
120 'Ir
125 'l-
110 'Ir
1
01.23.02
1B0123
94 ~
1
01.22.02
01.25.02
0122L
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SEVERN
5102 LaRoche Avenur~ • Savannah, GA 31404 • TP.I: (J)2 354 7858 • rax: 912 3~2 OHi~i • www.stl-inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 38
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------ - - --- -- - - ------- - - -------- ----- - - - - --------- - -------- - - - - - - - - - ----------- - - ---
40377-28 MS% RECOVERY (MW-11)
40377-29 MSD % RECOVERY (MW-11)
-----------------------------------------------------------------------------------
PARAMETER 40377-28 40377-29
--------------------------------------------------------------------- ----------
Beryllium ( 6010)
Beryllium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
92 %
l
01. 22. 02
01.25.02
0122L
95 %-
l
01.22.02
01.25.02
0122L
102 %
l
01.22.02
01.25.02
0122L
91 %
l
01. 22. 02
01.25.02
0122L
94 %
1
01.22.02
01.25.02
0122L
89 %
l
01.22 .02
01.25.02
0122L
--------------------------------------- ---------- ---------- ---------- ----------
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TRENT.
Sl'llVICES
'
::il02 Lr1Rod1e Avr:rnH: • Sav;mnah. GA 31404 • Tr.I: 912 3~i4 7858 • Fax: 912 3~2 0165 • www.stl•mr..com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2·40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101>
Sampled By: Client
Code: 140020130
Page 39
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------
40377-28 MS%-RECOVERY (MW-11)
40377-29 MSD %-RECOVERY (MW-11)
-----------------------------------------------------------------------------------
PARAMETER
Nickel (6010)
Nickel, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
40377-28 40377-29
94 %-
1
01.22.02
01.25.02
0122L
137 %*F73
1
01.22.02
01.28.02
01221
93 %
1
01.22.02
01.25.02
0122L
94 %-
1
01.22.02
01.25.02
0122L
126 %-*F73
1
01.22.02
01.28.02
0122I
91 %
1
01.22.02
01.25.02
0122L
-------------------------------------------------------------------------------
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SEVERN
TRENT
Sl.llVICJ'S
~102 UiRochr! Avenue • Savannah, GA 31404 • !rd: 912 354 7858 • Fax: [phone] • www.stl•mc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 40
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
------------------------------------------------------------------------------------40377-28 MS% RECOVERY (MW-11)
40377-29 MSD % RECOVERY (MW-11)
-----------------------------------------------------------------------------------
PARAMETER 40377-28 40377-29 -------------- --- ------- - ------------------------------------------------------
Zinc (6010), % 99 % 98 %
Dilution Factor 1 1
Prep Date 01.22 .02 01.22.02
Analysis Date 01.25. 02 01.25.02
Batch ID 0122L 0122L
Cadmium (7131)
Cadmium, % 118 % 127 %*F73
Dilution Factor 1 1
Prep Date 01.22.02 01.22.02
Analysis Date 01.28.02 01.28.02
Batch ID 01221 0122I
Antimony (7041)
Antimony, % 47 %*F73 50 %*F73
Dilution Factor 1 1 Prep Date 01.22 .02 01.22.02
Analysis Date 01.28.02 01.28.02
Batch ID 0122L 0122L
-------------------------------------------------------------------------------
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TRENT
SI HVILI.S
5102 L;iRoche Av1;11u1: • S;war1nilh. GA 31404 • lr;I: 012 354 7858 • F11~: 91?. 352 Ql6'.> • www.sll-inr;.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 41
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-30 MSl % RECOVERY (U/L MACON EFFLUENT)
40377-31 MSDl % RECOVERY (U/L MACON EFFLUENT)
01-15-02/17:15
01-15-02/17:10
PARAMETER 40377-30 40377-31
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
92 %
100 %
100 %
97 %
1
01.23.02
1B0123
120 %
120 %
120 %
1
01.23.02
1B0123
108 %
1
01.22 .02
88 %
95 %-
95 %
97 %
1
01.23.02
1B0123
105 %-
105 %
110 %
1
01.23.02
180123
106 %
1
01.22.02 Analysis Date 01.25.02 01.25.02 Batch ID 0122L 0122L
'.,II :;,l\,11111,1111·,,11•.111 ,,I :-;,,\,'Ill lr,•nl l.1l1t11,1h1r1,",_ li1l
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TRENT·
SEllVICl'.S
5102 LilRoche AvP.nur, • Savannah, GA 31404 • Tel: [phone] • ra,: 9!?. 35:> 0165 • www.~t1-1nc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 42
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-30
40377-31
--------------------------------------------------
MSl % RECOVERY (U/L MACON EFFLUENT)
MSDl % RECOVERY (U/L MACON EFFLUENT)
01-15-02/17:15
01-15-02/17:10
-----------------------------------------------------------------------------------
PARAMETER 40377-30 40377-31
-------------------------------------------------------------------------------
Beryllium (6010)
Beryllium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium ( 6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
112 %-
1
01.22.02
01.25.02
0122L
113 %-
1
01.22.02
01.25.02
0122L
117 %-
1
01.22.02
01.25.02
0122L
-----------------------------------------------------------
110 %-
1
01.22.02
01.25.02
0122L
111 %-
1
01.22.02
01.25.02
0122L
113 %-
1
01.22.02
01.25.02
0122L
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. T R E._N T,. '.:
Sl·.RVICl•.S
~102 LaRoche Avenue • Savanrn1h. GA 31404 • lei: 91? 3~4 7858 • Fa~: 912 352 0165 • www.stl-1nc.corn STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101>
Sampled By: Client
Code: 140020130
Page 43
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
40377-30 MSl % RECOVERY (U/L MACON EFFLUENT)
40377-31 MSDl % RECOVERY (U/L MACON EFFLUENT)
01-15-02/17:15
01-15-02/17:10 -----------------------------------------------------------------------------------
PARAMETER 40377-30 40377-31
-------------------------------------------------------------------------------
Nickel (6010)
Nickel, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
113 %
1
01.22.02
01.25.02
0122L
104 %
1
01.22.02
01.28.02
0122I
109 %
1
01.22.02
01.25.02
0122L
112 %
1
01.22.02
01.25.02
0122L
107 %
1
01.22.02
01.28.02
0122I
108 %
1
01.22.02
01.25.02
0122L
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TRENT,•
Sl·.RVICFS
5102 LaRochc AvclliH! • Savannah, GA 31404 • [el: 912 354 7858 • rax: 91?. 352 016S • www.stl-inc.com $TL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 44
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-·------ - - ---------- - - ------ - - - - - - - --------- -------- - - - - -----
40377-30 MSl % RECOVERY (U/L MACON EFFLUENT)
40377-31 MSDl % RECOVERY (U/L MACON EFFLUENT)
01-15-02/17:15
01-15-02/17:10
-----------------------------------------------------------------------------------
PARAMETER 40377-30 40377-31
-------------------------------------------------------------------------------
Zinc (6010), %-113 % 109 %
Dilution Factor l l
Prep Date 01.22.02 01.22.02
Analysis Date 01.25.02 01.25.02
Batch ID 0122L 0122L
Cadmium (7131)
Cadmium, % 103 % 104 %-
Dilution Factor l l
Prep Date 01.22.02 01.22.02
Analysis Date 01.28.02 01.28.02
Batch ID 01221 01221
Antimony (7041)
Antimony, %-94 %-98 %-
Dilution Factor 1 1
Prep Date 01.22.02 01. 22. 02
Analysis Date 01.28.02 01.28.02
Batch ID 0122L 0122L
-------------------------------------------------------------------------------
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5102 l.<1Roche Avenue • Savann;ih, GA 31404 • [el: 912 354 7858 • tax: 912 352 0165 • www.stl•inc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101>
Sampled By: Client
Code: 140020130
Page 45
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-·-------- - - - ---- - ------ -------- - - - - ------ - - ------ - - - - ----- - ------------------------
40377-32 MS Accuracy Advisory Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-32
-------------------------------------------------------------------------------
Purgeable Aromatics (8021)
Acetone, ug/1
Benzene, ug/1
Toluene, ug/1
Surrogate -a,a,a-Trifluorotoluene
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Barium (6010)
Barium, %
Beryllium (6010)
Beryllium, %
Chromium (6010)
Chromium, %-
Manganese (6010)
Manganese, %-
Nickel (6010)
Nickel, %
40-130 %
48-152 %-
62-133 %
70-130 %-
37-163 %-
49-138 %-
70-130 %-
75-125 %
75-125 %
75-125 %-
75-125 %
75-125 %-
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TRENT
Sl.llVICLS
'.)102 LnRochr. Avenue • Snvilnrlah, GA 31404 • Tel: 912 3:>4 7858 • Fax: [phone]!65 • www.~tl-1nc.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Docke,:y/1900000101»
Sampled By: Client
Code: 140020130
Page 46
LOG NO
DATE/
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES TIME SAMPLED
-·----- - --- ------- - ----- ---- - - ----- - ----- - - ------ - - ----- - ---- -- - - - - --------- - - ------
40377-32 MS Accuracy Adviso,:y Limit (%R)
-----------------------------------------------------------------------------------
PARAMETER 40377-32
--------------------------------------------------------------------- ----------
Lead (7421)
Lead, %
Vanadium (6010)
Vanadium, %
Zinc (6010), %
Mercu,:y (7470)
Mercury, %-
Cadmium (7131)
Cadmium, %
Antimony (7041)
Antimony, %
Suspended Solids (160.2), mg/1
80-120 %
75-125 %
75-125 %
80-120 %
80-120 %
80-120 %
----------------------------------------------------------- --------------------
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TRENT
Srl!VICES
5102 LaRm:hf! Avenue • Savannilh, GA ]1404 • rel. 912 Jri4 7858 • Fax: [phone] • www.sll·mr..corn STL Savannah
Mr. ·Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
LOG NO
REPORT OF RESULTS
SAMPLE DESCRIPTION, AIR SAMPLES
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 47
DATE/
TIME SAMPLED --------------------------------------------------
40377-33
40377-34
40377-35
40377-36
MS-AIR
UD-AIR
MD-MAP LINE
UL-STACK
01-16-02/12:15
01-16-02/12:00
01-16-02/12 :30
01-16-02/08:03 --------------------------------------------------
PARAMETER 40377-33 40377-34 40377-35 40377-36 ---------------------------- -----------
Volatile Organics (EPA-18) (EPA-18)
Chloromethane, mg/m3
Vinyl chloride, mg/m3
Bromomethane, mg/m3
Chloroethane, mg/m3
Trichlorofluoromethane, mg/m3
1,1-Dichloroethene, mg/m3
Carbon disulfide, mg/m3
Methylene chloride (Dichloromethane) 1 mg/m3
trans-1,2-Dichloroethene, rng/m3
1,1-Dichloroethane, mg/m3
Vinyl acetate, mg/m3
2-Butanone (MEK), mg/m3
2,2-Dichloropropane, mg/m3
cis-1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
Bromochloromethane, mg/m3
1,1,1-Trichloroethane, mg/m3
1,1-Dichloropropylene, mg/m3
Carbon tetrachloride, mg/m3
<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
<l.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<5.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<5.0 <5.0 <5.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <l.0 <1.0
<10 <10 <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 <1.0 <1.0
<1.0 <1.0 <1.0
-------------------------------------------------
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SEVERN
5102 LaRochc AventH! • S<1vilrrnilh. GA 31404 • fol: 912 354 7858 • Fax: [phone] • www.!'.ll-mc.com STL Savannah
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, AIR SAMPLES
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 48
DATE/
TIME SAMPLED
-·-------- - - - --- -------- - - ----- - - - ---- ------- ---- - ----- - -----
40377-33 MS-AIR
40377-34 UD-AIR
40377-35 MD-MAP LINE
40377-36 UL-STACK
------------ -- ---- ------------------------------------------
PARAMETER
1,2-Dichloroethane, mg/m3
Benzene, mg/m3
Trichloroethene, mg/m3
1,2-Dichloropropane, mg/m3
Bromodichloromethane, mg/m3
Dibromornethane, mg/rn3
trans-1,3-Dichloropropene, mg/m3
Toluene, mg/m3
cis-1,3-Dichloropropene, mg/m3
1,1,2-Trichloroethane, mg/m3
1,3-Dichloropropane, mg/m3
Tetrachloroethene, mg/m3
Dibrornochloromethane, mg/m3
1,2-Dibromoethane (EDB), mg/m3
Chlorobenzene, mg/m3
Ethylbenzene, mg/m3
m&p-Xylene, mg/m3
a-Xylene, mg/m3
Styrene, mg/m3
Isopropylbenzene, mg/m3
---------------------------------------
40377-33
<1.0
<1.0
<l.0
<l.0
<l.0
<1.0
<1.0
<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
40377-34
<l.0
<1.0
<l.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
01-16-02/12:15
01-16-02/12:00
01-16-02/12 :30
01-16-02/08:03
40377-35
<l.0
<l.0
<l.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
40377-36
<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
<l.0
<l.0
<1.0
<1.0
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5102 LaRoche Avenue • Sawmnah, GA 31404 • Tr.I: 912 354 7858 • ra~: 912 352 0165 • www.~11-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
' TRENT·
SEJNICFS
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES
------------------------------------------------------------
40377-33 MS-AIR
40377-34 UD-AIR
40377-35 MD-MAP LINE
40377-36 UL-STACK
------------------------------------------------------------
PARAMETER
Brornoform, rng/rn3
1,1,2,2-Tetrachloroethane, mg/m3
n-Propylbenzene, rng/rn3
Bromobenzene, mg/m3
1,3,5-Trirnethylbenzene, rng/rn3
2-Chlorotoluene, rng/rn3
4-Chlorotoluene, rng/rn3
t-Butylbenzene, rng/rn3
1,2,4-Trimethylbenzene, mg/rn3
s-Butylbenzene, rng/rn3
p-Isopropyltoluene, mg/m3
1,3-Dichlorobenzene, rng/rn3
1,4-Dichlorobenzene, mg/m3
n-Butylbenzene, rng/rn3
1,2-Dichlorobenzene, mg/m3
1,2-Dibrorno-3-chloropropane, rng/rn3
Dilution Factor
Analysis Date
Batch ID
40377-33
<1.0
<l.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
<1.0
1
01.18.02
1A0118A
40377-34
<l.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
<l.0
<1.0
<1.0
1
01.19.02
1A0118A
DATE/
TIME SAMPLED
01-16-02/12:15
01-16-02/12:00
01-16-02/12:30
01-16-02/08:03
40377-35
<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
01.19.02
1A0118A
Page 49
40377-36
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<l. 0
<1.0
<1.0
<1.0
<l.0
<1.0
1
01.18.02
1A0118A
------------------------------------------------- ---------- ---------- ----------
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5102 LnRoche Avenue • Savannah, GA 31404 • lei: 912 354 7858 • Fax: 912 3~2 0165 • www.sll-inc.corn
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT
Sl·.HVILES
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101>
Sampled By: Client
Code: 140020130
REPORT OF RESULTS Page 50
LOG NO
40377-37
40377-38
40377-39
PARAMETER
SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
--------------------------------------------------
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
--------------------------------------------------
40377-37 40377-38 40377-39
--------------------------------------- ----------------------------------------
Volatile Organics (EPA-18) (EPA-18)
Chlorornethane, rng/rn3
Vinyl chloride, rng/rn3
Bromomethane, mg/m3
Chloroethane, rng/rn3
Trichlorofluoromethane, rng/m3
1,1-Dichloroethene, rng/m3
Carbon disulfide, rng/rn3
Methylene chloride (Dichlorornethane), rng/rn3
trans-1,2-Dichloroethene, mg/m3
1,1-Dichloroethane, rng/rn3
Vinyl acetate, mg/rn3
2-Butanone (MEK), rng/rn3
2,2-Dichloropropane, rng/rn3
cis-1,2-Dichloroethene, rng/m3
Chloroform, rng/m3
Bromochloromethane, mg/m3
1,1,1-Trichloroethane, rng/rn3
1,1-Dichloropropylene, mg/m3
Carbon tetrachloride, mg/m3
<2.0
<2.0
<2.0
<2.0
<2.0
<l.0
<1.0
<5.0
<1.0
<1.0
<1.0
<10
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
l,2~Dichloroethane, mg/m3 <1.0
94 %
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5102 LnRoche Avenue • Savannah, GA 31404 • fol: 912 354 7858 • Fax. [phone]!65 • www.stl-inc.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
SEVERN
TRENT
SE!lVICFS
STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101•
Sampled By: Client
Code: 140020130
REPORT OF RESULTS Page 51
LOG NO
40377-37
40377-38
40377-39
PARAMETER
SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
--------------------------------------------------
40377-37 40377-38 40377-39
----------------------------------------------------------- --------------------
Benzene, mg/m3
Trichloroethene, mg/m3
1,2-Dichloropropane, mg/m3
Bromodichloromethane, mg/m3
Dibromomethane, rng/m3
trans-1,3-Dichloropropene, mg/m3
Toluene, mg/m3
cis-1,3-Dichloropropene, mg/m3
1,1,2-Trichloroethane, mg/m3
1,3-Dichloropropane, mg/m3
Tetrachloroethene, rng/m3
Dibromochloromethane, rng/m3
1,2-Dibromoethane (EDB), mg/m3
Chlorobenzene, mg/m3
Ethylbenzene, mg/m3
m&p-Xylene, mg/m3
a-Xylene, mg/m3
Styrene, mg/m3
Isopropylbenzene, mg/rn3
Bromoform, mg/m3
<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
<l.0
<1.0
<1.0
1,1,2,2-Tetrachloroethane, mg/m3 <1.0
:;II '.,.1v,11111.1l11•, ,111,111 ,ii ~;,'\t'III 111·11: [,1IHll.1li1111·~-hir
90 \
78 %
86 %"
102 %
60-140 %
60-140 'k
60-140 %-
60-140 %
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SEVERN
'TRENT.
SI RVICI-.S
5!02 l.aRoche Avenue • Savannah. GA 31404 • Tel: [phone] • Fax: [phone] • www.stl•rnc.corn STL Savannah
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02 Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
REPORT OF RESULTS Page 52
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
4 03 77-3 7
40377-38
40377-39
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
n-Propylbenzene, mg/m3
Bromobenzene, mg/m3
1,3,5-Trimethylbenzene, mg/m3
2-Chlorotoluene, mg/m3
4-Chlorotoluene, mg/m3
t-Butylbenzene, mg/m3
1,2,4-Trimethylbenzene, mg/m3
s-Butylbenzene, mg/m3
p-Isopropyltoluene, mg/m3
1,3-Dichlorobenzene, mg/rn3
1,4-Dichlorobenzene, mg/m3
n-Butylbenzene, mg/m3
1,2-Dichlorobenzene, mg/m3
1,2-Dibromo-3-chloropropane, mg/m3
Dilution Factor
Analysis Date
Batch ID
40377-37
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.0
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
1
01.18.02
1A0118A
40377-38
1
01.18.02
1A0118A
40377-39
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SEVERN
TREN'.f:
SERVICl·.S
5102 LaRocfle Avenue • Savannah, GA 31404 • fol: 912 354 7858 • Fax: 9!2 352 0165 • www.sll-int.com STL Savannah
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S2-40377
Received: 18 JAN 02
Reported: 30 JAN 02
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 140020130
Page 53
LOG NO SAMPLE DESCRIPTION, QC REPORT 'FOR AIR SAMPLES
40377-37
40377-38
40377-39
PARAMETER
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
40377-37 40377-38 40377-39
These test results meet all the requirements of NELAC. All questions
regarding this test report should be directed to the STL Project Manager
who signed this test report.
Methods: EPA SW-846, Update III.
EPA Method: EPA-18
NC CERT # 269
X = Due to analyst error a lab control sample duplicate was not prepared
for this analytical batch.
*F73 = Matrix spike recoveries were outside advisory limits due to matrix
interference present in the sample.
------------lll!lrial'91!11ier~5~ ---
SEVERN
TRENT
SERVICES
::>ROJECI REFERENCE
5TL IL/.8) PROJECT MANAGER
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL Savannah
P.O. NUMBER
CUENT PHONE
'115 · '7 0'15""
CLIENT E-MAIL
PROJECT LOCATION
!STATE) N
CONTRACT NO
CLIENT FAX
'1C/ s--10·1 I.,
MATRIX
TYPE
Cat,irii:rf Cl)IH.RACTltlG Tl-!IS WORK (1! applicable)
SAri1PLE
DATE T!ME SAMPLE IDENTIFICATION
ms OJ..
0UP ;;i,.,
RElif/')UISf-i::D BY: (SIGtlt.TUREJ DATE TIME RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGrlATURE) DATE TIME RECEIVED BY: (SIGNATURE)
C -) STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
C -) Alternate Laboratory Name/ Location
REQUIRED ANALYSIS
NUMBER OF CONTAINERS SUBMITTED
r
Website: www.stl-inc.com
Phone: [phone]
Fax: [phone]
Phone:
Fax:
PAGE I
STANDARD REPORT
DELIVERY
DATE DUE. ____ _
REMARKS
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE ONLY
RECEIVED FOR LABORATORY BY:
(SIGNATURE)
C,--
DATE TIME CUSTODY INTACT
YES c)
NO t . )
CUSTODY SEAL NO.
STL SAVANNAH~-. '
LOG NO. ''c
5-i.40377
SEVERN
TRENT
SERVICES
PROJECT REFERENCE
STL (LAB) PROJECT MANAGER
i-ilrP) ID:
/--DJ. /J.: 15
RELINQUISHED BY: {SIGNATURE)
RECEIVED BY: (SIGNATURE)
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD e__" _ _) STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
Website: www.stl-inc.com
Phone: {912) 354-7858
Fax: {912) 352-0165
STL Savannah
PROJECT NO.
1C,O 0000 0 I
P.O. NUMBER
w-1
uP i
ms-~f-F lu fl.i-
DATE TIME
DATE TIME
PROJECT LOCATION
{STATE) C,
CONTRACT NO.
MATRIX
TYPE
✓
✓
✓
0 Alternate Laboratory Name/location
Phone:
Fax:
REQUIRED ANALYSIS
~ ...e .,_,
~ ,,c,
~ I
V' '-1. :?.
~ ~ c:.... ~ ~
NUMBER OF CONTAINERS SUBMITTED
I
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I I
I
3 I
RELINQUISHED BY: (SIGNATURE) DATE TIME RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE)
LABORATORY USE ONLY
CUSTODY STL SAVANNAH LABORATORY REMARKS
SEAL NO. LOG NO.
S2':fo371
ORIGINAL -RETURN TO LABORATORY WITH SAMPLE(S)
PAGE j2_
STANDARD REPORT DELIVERY
OF 3
DATE DUE ____ _
REMARKS
DATE
DATE TIME
- - - -- - --- - ---SEVERN
TRENT
SERVICES
I SAMPLE
I u;._1~ TIME
RELl/lQUISHED BY: JSIGNATURE}
RECEIVED BY. !SIGNATURE)
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
STL Savannah
PROJECT NO. qo 00001 01
P.O. NUMBER
CLIENT PHONE
'/ C, {) '1 \
CLIENT E-MAIL
SAMPLE IDENTIFICATION
JYJ'S-A i r
UL --tauc
DATE TIME
DATE TIME
PROJECT LOCATION
(STATE) fl)(_
CONTRACT NO.
MATRIX
TYPE
RELINQUISHED BY: (SIGNATURE)
RECEIVED BY: (SIGNATURE)
C-"J STL Savannah
5102 LaRoche Avenue
Savannah, GA 31404
0 Alternate Laboratory Name/location
REQUIRED ANALYSIS
NUMBER DF CONTAINERS SUBMITTED
I
I
Website: www.stl-inc.com
Phone: [phone]
Fax: [phone]
Phone:
Fax:
PAGE
STANDARD REPORT
DELIVERY ( ~.
DATE DUE _____ _
REMARKS
DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
OATE TIME RECEIVED BY: (SIGNATURE) DATE TIME
LABORATORY USE ONLY
RECEIVED FOR LABORATORY BY:
(SIGNATURE)
(A-
OATE TIME CUSTODY INTACT
YES C)
NO 0
CUSTODY SEAL NO.
-