NCD980840409_19980609_Charles Macon Lagoon Drum_FRBCERCLA RA_Monthly Progress and O & M Report - May 1998-OCR

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MACON/DOCKERY SITE
D CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
B 0 & !VJ REPORT
MAY 1998
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m RECEIVED
I JUN 291998
SUPERFUND SECTION
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Macon/Dockery Site
Richmond County, North Carolina
June 9, 1998
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: .Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -May 1998
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: 6!6/445-8851
Fax: [phone]
On behalf of the Macon/Dockery Site Group ("Group"), the May 1998 Monthly Progress and O &
M Report is herewith submitted in accordance with SECTION){\/ -PROGRESS REPORTS of the
Unilateral Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site. This
report describes activities which occurred during the month of May as part of the Remedial Action
phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH MAY 1998:
• Quarterly sampling of the remediation systems and twelve monitor wells
• Continued O & M of systems.
• On May 19, 1998, the MDSG responded to the EPA's and North Carolina Department of
Environment and Natural Resources (NCDENR) comment letter dated March 20, 1998
regarding comments on monthly status reports for November 1997, December 1997, and
February 1998.
RESULTS OF SAMPLING AND TESTING AND OTHER DAT A RECEIVED:
• Laboratory results for May sampling of the remediation systems is included in this progress
report. Tables I to 4 summarize the analytical results for the four groundwater treatment
systems. All effluent concentrations are below the Remediation Performance Standard.
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Table 5 records the analytical results for the 12 monitor wells .
Table 6 records the air quality sampling. The effluent air samples collected from the
groundwater remediation systems for May were reported by the laboratory as below the
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Ms. Giezelle Bennett
June 9, 1998
Page No. 2
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detection limit.
Table 7 summarizes groundwater elevations recorded since system start up. Monitor wells
and recovery wells were gauged.
Table 8 summarizes mass removal estimates since system start-up .
Upper Dockery flow meter reading for May totaled 440,446 gallons. System was operational
87% of the time averaging 10.92 gallons per minute (GPM). Mass VOC removal was 0.90
pounds for the month and the cumulative is 8.32 pounds.
Lower Dockery flow meter reading for May totaled 141,936 gallons. System was operational
52% of the time averaging 3.52 GPM. Mass VOC removal was 0.07 pounds for the month
and the cumulative is 7 .31 pounds.
Macon Source Area flow meter reading for May totaled 410,905 gallons. System was
operational 87% of the time averaging I 0.19 GPM. Mass VOC removal was 0.48 pounds
for the month and the cumulative is 4.37 pounds.
• Upper/Lower Macon flow meter reading for May totaled 875,945 gallons. The Upper Macon
".O\o~~-system was operational 87% of the time in May. The Lower Macon system was operational 0"11-· q, 77% of the time in May. The combined system flow averaged 21.72 GPM. Mass VOC
removal was 0.16 pounds for the month and the cumulative is 3.62 pounds.
TASKS PLANNED FOR .TUNE 1998:
o Monthly sampling of the remediation systems effluent
• Continue O &M of systems
PROBLEMS AND DELAYS:
• May 8, -The Upper Dockery, Macon Source, and Lower Macon systems were reported down
by remote telemetry. The systems were restarted remotely on Monday May 11, I 998. The
suspected cause was a thunderstorm.
• May 15 to 29 -The Lower Dockery System was down due to a high water level alarm
condition in the air stripper. A minor leak was repaired in the transfer pump piping and one
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Ms. Giezelle Bennett
June 9, 1998
Page No. 3
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ion resin metals treatment bed was replaced. The system was restarted on May 29, 1998.
The second ion resin metals treatment bed will be replaced in June, 1998.
May 27 through 29 -The Upper/Lower Macon System was down for replacement of one of
the ion resin metals treatment beds. The system was restarted on May 29, 1998. The second
ion resin metals treatment bed will be replaced in June, 1998.
May I through 31 -Well UM-6 at the Upper Macon System is off because of high water
levels observed in the infiltration galleries.
May 31 -All five remediation systems were down because of a thunderstorm in the area .
The five systems were restarted manually on the same day.
• May 31 -The Upper Dockery Remediation System was reported down by remote telemetry.
The problem was indicated to be a high water level in the air stripper. The system was still
down at the end of the reporting period.
• Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
Macon Source Area
SVE system
Respectfully Submitted,
n _ ;! Q~-~ ~x'-------' t_ __, z✓
·· ~avid J~s <-'L--:-
Project Coordinator
cc: Macon/Dockery Site Group Members
Mr. Mike Profit, CDM Federal Programs
David Mattison, NC Super Fund Section
87%
52%
87%
77%
87%
100%
--- --
Sample Date
Location
UD lnllm:nt 2/13/96 ·
2/13/96-
2/14/96 .
2/14/96-
2/14/96,
2/14/96 ·
2/15/96 •
2/15/96,
2/16/96 ·
2/17/96 •
2/17/96 •
2/22/96 ·
2/22/96 ·
2/28/96 -
2/28/96 -
3/8/96,
4/3/96 •
4/3/96 •
5/3/96 ·
6/5/96 •
7/1/96 •
8/1/96 ·
11/7/96,
11/7/96•
2/5/97 •
5/14/97 ,
8/7/97•
11/13/97 •
2/5/98 ·
5/7/98·
Reme<l1at1on Performance Standard
NA= Not Analyzed
Note: • ,\cetone confinm:d by l',.lethod 8260
--
I, I -Dichloroethane
(ug/L)
4.8
7.7
4.3
6.5
4.4
4
4.5
5.5
7.5
5.7
5.5
5.4
4.9
6.4
6.8
5.2
3.6
3
4
2
2
6.1
<10
NA
<25
<1.0
<1.0
<2
<1.0
<5.0 ·
' 0500
--- --Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
-
I, I -Dichlorocthene Cis/trans-1,2-Dichloroethene Tctrachlorocthene
(ug/L) (ug/L) (ug/L)
150E 1.3 1.3
130 <1.0 <1.0
89E 1.2 <1.0
100 <1.0 <1.0
120E 1.4 l.3
110 <1.0 <1.0
130E 1.2 1.4
140 2 <1.0
160 <1.0 <1.0
180E 1.7 2.1
120 <1.0 <1.0
150E 1.4 <1.0
96 <1.0 <1.0
200E 1.9 I
240 <1.0 <1.0
130*F35 1.7 <l.O
!GOE I.I 1.6
92 <1.0 <l.0
130 <1.0 <1.0
110 <1.0 <1.0
77 <1.0 <1.0
220 <5.0 <5.0
2•IO <10 <JO
NA NA NA
100 <25 <25
56 <1.0 <1.0
39 <1.0 <1.0
88 <2 <2
74 <1.0 <1.0
110 · <5.0 -<5.0 -
7 70
1!!11!!1 l!!I! ==
I, I, 1-Trichloroetlrnne Trichloroethylenc
(ug/L) (ug/L)
54 8
33 <1.0
55 4.5
34 5.3
50 7.9
48 7.8
54 8.3
56 8.6
64 10
62 9.4
42 6.4
52 5.7
48 5.5
19 5.3
50 <1.0
55 3.8
38 5.6
25 3.9
38 4.8
5.2 <1.0
25 3.6
52 5.7
54 <10
NA NA
31 <25
16 3.5
13 2.2
16 4.2
18 7.3
24 · <5.0 -
200 2.8
-- - -- --
Sample Date Toluene
Location (ug/L)
UD Innuent 2/!3/96 , 3
2/13/96• <1.0
2/14/96 · <1.0
2/!4/96 , <LO
2/14/96 • <1.0
2/!4/96 · <1.0
2/15/96, <1.0
2/15/96, 2.8
2/t 6/96 . <1.0
2/17/96 · <1.0
2/17/96 · <1.0
2/22/96 · <1.0
2/22/96 · <1.0
2/28/96 · <1.0
2/28/96 • <LO
3/8/96 · <1.0
4/3/96 · <1.0
4/3/96 • <1.0
5/3/96 ' <1.0
6/5/96, 2.8
7/1/96 • <1.0
8/1/96 · <5.0
11/7/96' <JO
11/7/96 • NA
2/5/97 • <25
5/14/97 • <l.O
8/7/97 • <1.0
11/13/97, <2
2/5/98 <1.0
5/7/98 • <5.0•
Remediation Perfonnance Standard 1000
NA"' Nol Analp.cd
Note: • Acetone confim1cd by /1.lcthod 8160
------
Total Xylcncs
(ug/L)
3.1
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<15
<30
NA
<75
<3.0
<3.0
<6
<3.0
<15 ·
400
Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium I3arium Manganese
(ug/L) (ug/L) (ug/L) (ug/L)
<10 20 92 64
<10 <10 <50 <5.0
<IO 12 53 14
<10 <IO <50 <5.0
<10 II 54 14
<10 <IO <50 <5.0
<IO 19 81 53
<10 <10 <50 <5.0
<IO II 57 11
<IO <10 55 12
<JO <IO <50 <5.0
<10 13 <50 13
<10 <10 <50 <5.0
<10 11 <50 7.7
<JO <IO <50 <5.0
<JO <JO <50 <5.0
<JO II 52 <5.0
<JO <JO <50 <5.0
<10 16 58 <5.0
<10 <10 <50 <5.0
<10 <10 <50 <5.0
<50 II <50 5.5
2100 19 61 9.5
150' NA NA NA
<250 12 51 <5.0
<IO <JO 58 5.3
<10 <10 <50 <5.0
<20 14.7 55.6 10.3
<JO 42 65 78
110· 16 · 50· 58,
' ,500 -)0 1000 -,o
Zinc
(ug/L)
33
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
NA
<20
<20
<20
<20
<20
<20·
-)000
-==
Lead Suspended Solids
(ug/L) (mg/L)
3.1 51
<3.0 <5.0
<3.0 52
<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 8
<3.0 <5.0
<3.0 <5.0
<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
<3.0 10
<3.0 <5.0
NA NA
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 36
<3.0· <5.0 ·
-
Samplt! Date I, I -Dichlorot:thane
Location (ug/L)
UD Effluent 2/13/96 · <1.0
2/14/96 · <1.0
2/14/96 · <l.O
2/15/96 • <1.0
2/16/96-<1.0
2/17/96-<1.0
2/22/96· <1.0
2/28/96, <1.0
3/8/96 · <1.0
4/3/96 , <1.0
5/3/96 · <1.0
6/5/96 · <1.0
711196 · <1.0
8/1/96 · <1.0
9/4/96-<1.0
10/1/96, <1.0
11/7/96, <1.0
12/5/96, <1.0
1/6/97 • <1.0
2/5/97 • <1.0
3/12/97, <1.0
4/8/97 • <1.0
5/14/97, <1.0
6/6/97 . <1.0
7/2/97 · <1.0
8/7/97 · <1.0
9/5/97 · <1.0
I 0/2/97. <1.0
11/13/97 · <1.0
12/5/97 . <1.0
1/9/98 · <1.0
2/5/98 · <1.0
3/5/98 • <1.0
4/3/98 · <1.0
5/7/98 • <1.0·
Rcmed1at10n Performance Standard ' -,,oo
NA -Not ,\rnily,-cd
Note: • Acetone confinncd by ~kthod 8260
== == == ==
Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County, North Carolina
1, I -Dichloroethenc Cis/trans-1, 2-Dich loroethcne Tetrachloroethcnc
(ug/L) (ug/L) (ug/L)
<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
<l.O <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 <l.0
<1.0 <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 <1.0
1.5 <1.0 <1.0
<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 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 • <1.0 <1.0
7 70
;;a
I, I, I-Trichloroethane Trichloroethylene
(ug/L) (ug/L)
<1.0 <l.0
<1.0 <l.0
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<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 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0. <1.0
200 2.8
l!!!!!!!I 1!!11!!1 l!!!!I l!!I!!!!! 1!!!!11!1 !!!!!I 111!1
Sample Date Toluene Total Xylenes
Location (ug/L) (ug/L)
UD Effluent 2/13/96 • <1.0 <3.0
2/14/96-<1.0 <3.0
2/14/96, <1.0 <3.0
2/15/96 , <1.0 <3.0
2/16/96 . <1.0 <3.0
2/17/96, <1.0 <3.0
2/22/96 · <1.0 <3.0
2/28/96 · <1.0 <3.0
3/8/96 • <1.0 <3.0
4/3/96 · <1.0 <3.0
5/3/96 · <1.0 <3.0
6/5/96 · 3.9 <3.0
7/1/96 • <LO <3.0
8/1/96 · <1.0 <3.0
9/4/96 · <l.0 <3.0
10/1/96 · <1.0 <3.0
11/7/96 • <1.0 <3.0
12/5/96 , <l.0 <3.0
1/6/97 • <1.0 <3.0
2/5/97 • <1.0 <3.0
3/12/97 • <1.0 <3.0
4/8/97 · <1.0 <3.0
5/14/97 • <1.0 <3.0
6/6/97 • <1.0 <3.0
7/2/97 · <1.0 <3.0
8/7/97 · <1.0 <3.0
9/5/97 · <1.0 <3.0
I 0/2/97 · <1.0 <3.0
11/13/97 · <1.0 ~,t
12/5/97• <1.0 J,I
1/9/98 · <1.0 <3.0
2/5/98 • <1.0 <3.0
3/5/98 · <LO <3.0
4/3/98 • <1.0 <3.0
5/7/98 • <1.0· <3.0 •
Remed1at1on Perfom1ance Standnrd IOOO 400
NA"' Not Analyzed
Note: * Acetone confinncd by Method 8260
lllll!il lllll!il
Table I (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County, North Carolina
Acetone Chromium Barium Manganese
(ug/L) {ug/L) (ug/L) (ug/L)
70' 16 71 40
35' 15 53 14
<JO II 56 12
<JO 12 53 14
<JO <JO 53 II
<JO II 55 12
<JO <JO <50 8.3
<JO 13 <50 9.6
25 <JO <50 6.9
28 II 50 <5.0
52 <10 <50 <5.0
<JO <10 <50 <5.0
<JO <10 <50 <5.0
20 14 51 7
<JO <10 55 <5.0
<JO <JO <50 5.9
<JO 15 59 <5.0
<JO 12 54 5.1
<10 13 54 <5.0
<JO 15 61 5.9
<JO <JO 69 <5.0
<JO <10 63 <5.0
<JO <10 60 7.2
<10 <10 52 <5.0
<10 <JO 55 <5.0
<JO <10 <50 <5.0
<10 <10 I JO 5.2
<JO <10 50.1 <5.0
~L
JO 12.1 @., 1 .'l 18.6
L /0 <JO <50 <5.0
<JO II <50 <5.0
<JO <10 <50 <5.0
<10 <JO <200 <15
<10 <JO <200 5.2
<10 · 10 · <50, <5.0 ·
. 3,00 . ,o IOOO .
Zinc
(ug/L)
22
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
24.8
<20
<20
<20
<20
<20
<20•
5000
Lead Suspended Solids
(ug/L) (mg/L)
<3.0 14
<3.0 II
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 JO
<3.0 <5.0
<3.0 5
<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
<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
<3.0 <5.0
<3.0, <5.0 ·
15
--l!!!!!!!I
Sample Date
Location
LO Influent 2113196 ·
2/14/96 ·
2/14/96 ·
2/14/96 •
2/14/96·
2/15/96 ·
2/16/96 ·
2/22/96 ·
2/28/96 ,
2/28/96 •
3/8/96 ·
4/3/96 ·
5/3/96 ·
6/5/96 •
8/1/96 ·
11/7/96 •
3/12/97·
5/14/97 ·
8/7/97 ,
11/13/97,
2/5/98 ·
5/7/98 ·
Remediation Perfomrnnce Standard
Note: A blank me;ins below deiection limit
!!!!!I
Chlorofonn
(ug/L)
I. I
1.3
<1.0
1.6
<1.0
1.2
3.3
2.5
1.2
<1.0
2
<1.0
<1.0
<1.0
<2.0
<2.0
<5.0
<1.0
<1.0
<1.0
<1.0
<1.0.
l!!!!!!I 11!1!1 11!11! 11!11!
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
11!11! 111111
I, I -Dichloroethanc I, I -Dichlorocthcnc Cis/trnns-1,2-Dichlorocthcnc
(ug/L) (ug/L) (ug/L)
80 33 <1.0
I !OE 43 <1.0
80 13 <1.0
94E 39 1.8
64 16 2.2
82 32 I. 7
95 35 · 2.6
5.8 100 <1.0
93E 33 <1.0
92 35 <1.0
I 10 47 <1.0
79 36 <l.O
71 30 I. 7
67 32 I. I
83 27 <-1.0
69 28 <2.0
66 21 <5.0
62 25 <1.0
47 15 <1.0
33 13 <1.0
34 7.4 <1.0
32· 8.2 · <1.0 .
3)00 7 70
== ==
Methylene chloride I, I, I-Trichloroethane
(ug/L) (ug/L)
<2.0 40
<2.0 37
<2.0 15
1.7 39
2.5 18
<2.0 29
<2.0 31
<2.0 54
<2.0 JO
<2.0 JO
<2.0 34
<2.0 28
<2.0 40
2 42
<2.0 54
<4.0 38
<10 J' _,
<2.0 23
<2.0 18
<2.0 12
<2.0 14
<2.0 · 13 ·
5 200
- --l!l!!!I
Sample Date
Location
LD InOuent 2/13/96 •
2/14/96 ,
2/14/96 ·
2/14/96 •
2/14/96 ·
2/15/96 ·
2/16/96 ·
2/22/96,
2/28/96 '
2/28/96 •
3/8/96 ·
4/3/96,
5/3/96 ·
6/5/96 ·
8/1/96 ·
11/7/96 ·
3/12/97,
5/14/97,
8/7/97.
11/13/97,
2/5/98 ·
5/7/98 •
Remediation Performance Srnndard
Note: A blank means below detection limit
l!!!l!I l!!!!!!!!I !!!!!! 1!11!!1 l!!!l!!I
T richloroethylcnc Benzene
(ug/L) (ug/L)
6.4 <2.0
8.6 <2.0
<5.0 <2.0
9 <2.0
6.6 <2.0
8.4 <2.0
8.7 <2.0
5.2 1.8
7.4 <2.0
6.4 <2.0
6.7 <2.0
6.6 <2.0
5.4 <2.0
5.2 <2.0
5.9 <2.0
5.8 <2.0
<5.0 <5.0 F34
6.2 <1.0
4.1 <1.0
3.5 <1.0
2.5 <1.0
3.6 · <1.0,
2.8
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
Toluene Total Xylcnes Chromium
(ug/L) (ug/L) (ug/L)
17 <3.0 <10
8.3 <3.0 <10
<2.0 <3.0 <10
8.3 <3.0 <10
6.5 <3.0 <10
5.3 <3.0 <10
4.3 <3.0 <10
13 3.4 14
1.3 <3.0 <10
<2.0 <3.0 <10
<2.0 <3.0 <10
<2.0 <3.0 <10
<2.0 <3.0 <10
2.5 <3.0 <10
<2.0 <6.0 <10
<2.0 <6.0 <10
<5.0 <15 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<l.0 <3.0 <10
<1.0. <3.0 · <10 ·
1000 400 50
11111111 liiiiil
l3arium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 260 270 <0.30 <5.0
<50 250 120 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 240 110 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 200 84 <0.30 <5.0
<50 190 81 <0.30 <5.0
<50 240 240 <0.30 <5.0
<50 120 77 <0.30 8
<50 <5.0 <20 <0.30 <5.0
<50 95 30 <0.30 <5.0
<50 160 39 <0.30 <5.0
16 63 200 0.91 <5.0
<50 230 46 <0.30 <5.0
<50 110 <20 <0.30 5
<50 230 <20 <0.30 <5.0
<50 76 <20 <0.30 <5.0
<50 150 <20 <0.30 <5.0
<50 130 <20 <0.30 <5.0
<50 200 <20 <I <5.0
<50 340 <20 <0.30 71
<50, 240 -<20 · <0.30 <5.0
1000 50 5000 5
11!!!!1 l!!!l!!!!!I
Sample Date
Location
LD Effluent 2/13/96 ·
2/14/96.
2/14/96 ·
2/15/96 ·
2/16/96 ·
2/22/96 ·
2/28/96 ·
3/8/96 ·
4/3/96 ·
513196 .
8/1/96 •
9/4/96 •
10/1/96 •
11/7/96·
12/5/96 ·
I /6/97 ·
3/12/97•
4/8/97 ·
5/14/97 ·
6/6/97 ·
7/2/97 •
8/7/97·
9/5/97 ·
I 0/2/97 •
11/13/97·
12/5/97,
1/9/98 ·
2/5/98 ·
3/5/98 ·
4/3/98 ·
5/7/98 ·
Remediation Perfonnance Standard
Nole: ,\ blank means below detection limi1
l!l!l!I
Chlorofonn
{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
<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.
l!!!!!I -== ==
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County, North Carolina
== ==
I, I -Dichlorocthanc I, I -Dichlorocthcnc Cis/lrans-1,2-Dichlorocthcnc
(ug/L) (ug/L) (ug/L)
<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
<l.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.O <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<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
<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
17 3.2 <1.0
<1.0 <1.0 <1.0
<1.0• <1.0. <1.0
. 3)00 7 70
== lliiiiiiil iiiiil
Methylene chloride I, I, I-Trichloroethane
{ug/L) (ug/L)
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0
<2.0 <1.0 3"2.0 5.5
<'. 2.0 <LO
<2.0 · <1.0 -
5 200
-
Sample Date
Location
LO Eflluent 2/13/96 ·
2/14/96·
2/14/96 ·
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 ·
I 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 ·
9/5/97.
I 0/2/97 ·
11/13/97 •
12/5/97 ·
1/9/98 ·
2/5/98.
3/5/98.
4/3/98 ·
5/7/98·
Remedtatmn Performance Standard
Noic: ,\ hlank means hdow detection limit
-----
Trichloroethylene Benzene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <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 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<l.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0. <1.0.
2.8
TABLE 2 (Continued)
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County North Carolina ,
Toluene Total Xylenes Chromium
(ug/L) (ug/L) (ug/L)
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<LO <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
3.4 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <IO
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0. <3.0 -<10 •
1000 400 50
---I!!!!!!
Barium Manganese Zinc Cadmium Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L)
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 II
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 5
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 14 <20 <0.30 <5.0
<50 13 <20 0.56 <5.0
<50 II <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 35 <20 <0.30 19
<50 6 <20 <0.30 <5.0
70 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <0.30 <5.0
<50 <5.0 <20 <I <5.0
<50 160 @,zo <0.30 <5.0
<50 34 <20 <0.30 <5.0
<50 250 <20 <0.30 58
<200 85 <20 <0.30 <5.0
<200 39 <20 <0.30 <5.0
<50 • 17. <20 · <0.30, <5.0 ·
1000 50 5000 5
--- ---- ---
Tahlc 3
Groundwater Quality Summary
Upper Macon Source Arca
Macon/ Dockery Site
Richmond County North Carolina ,
- -
Sample Date Chloroform I, l -Dichloroethane l,1 -Dichloroethene Cis/trans-1, 2 • Dichloroethene Tetrach\oroc:the11e I, I, I -Trichloroethane
Location
UMSA Influent 2/\ 3/96,
2/14/96·
2/14/96 ·
2115/96 ·
2/!G/96,
2/1 7/96 ·
2/22/96 ,
2/28/96 •
3/8/96 ·
413/96 ·
5/3/96 ·
6/5/96 ·
7/1/96 ·
7/30/96 ·
I \/7/96.
2/4/97,
(DUP) 2/4/97 ·
5/12/97 ·
(DUI') 5/12/97,
8/7/97 ,
11/13/97.
2/5/98 ·
5/7/98 ·
Remedwtmn Perfonna.nce Standanl
Note: NA ~ Not Analyzed
DUP -duplicate
(ug/L) (uglL)
<1.0 15
I.I 14
<LO II
<LO 12
<1.0 7.5
<1.0 9.7
I.I 10
<1.0 9.8
<1.0 7.6
<1.0 5,5
<1.0 4.8
<1.0 8.7
<1.0 3.8
<1.0 7.9
<1.0 7.2
<1.0 3.0
<1.0 2.4
<l.0 3.8
<l.O 4.6
<I.0 I 1.0
<2 4,8
<2 12.0
<2. I 1.0
3500
(ug/L) (ug/L) (ug/L) (ug/L)
14 19 16 5.9
II IO 7.3 7.2
14 II 17 6.1
14 II 18 5.9
21 17 14 9.7
18 16 II 7
17 16 I 5 7.6
16 13 12 5.8
10 IO 7.7 4.1
16 8.5 7.4 5.4
12 6.9 5,7 <1.0
22 6 <LO 6
II 6.9 4,8 4,3
15 10 G.4 4.2
9.2 7,5 2.3 3.4
27 7,8 2.3 8.8
25 6,2 1.8 7.9
26 16 8.9 5
21 16 8.2 3.7
55 23 12 6.9
72 12 8,7 12
110 21 II 24
67 · 15 • 13 • 16 •
7 70 200
liiiil
Trichloroethyli:ne
(ug/L)
25
IO
17
16
25
24
25
21
16
18
12
13
12
13
10
15
14
22
18
17
13
17
II
2.8
;;a --
Sample Date
Location
Ul\fSA Influent 2/13/96 ,
2/14/96 •
2/14/96 ·
2/l 5/96 •
2/1 G/96.
2/17/96 •
2/22/96 •
2/28/96 •
3/8/96 I
4/3/96 ,
5/3/96 •
615/96 ·
7/J/96 ·
7/30/96,
11/7/96 •
2/4/97 ,
(DUP) 2/4/97,
5/12/97,
(DUP) 5/12/97 •
8/7/97 ·
11/13/97 •
2/5/98 ·
5/7/98 •
Remcdiab.on P~rformancc Standar-d
Note: NA -' Not Analyzed
DUP -duplicate
---
Vinyl chloride Benzene Toluene
(uglL) (ug/L) (u!ifL)
<1.0 <1.0 1.9
<l.O 1.5 <LO
<LO 1 <LO
<l.O 1.3 1
<LO <1.0 <LO
<LO <I.0 <1.0
<I.O <1.0 <1.0
<1.0 <1.0 <I.O
<1.0 <1.0 <1.0
<1.0 <1.0 <I.O
<1.0 <1.0 <1.0
1.1 <1.0 3.G
<l.O <LO <LO
4.5 <l.O <1.0
2 <LO 1
<LO <LO <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<2 <2 <2
6.6 <2 <2
G.G · <2. <2 .
1000
--- -
Table 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Arca
Macon/Dockery Site
Richmond Cotmty North Carolina ,
Chromium Barium Manganese
(uglL) (u!ifL) (u!ifL)
<10 140 300
<JO 110 180
<10 110 160
<10 100 140
<10 120 !GO
<10 110 110
<10 120 65
<10 130 52
<10 130 41
<10 110 27
<10 97 21
<10 130 19
11 110 13
<10 130 13
<10 140 9.8
<10 150 24
<10 140 17
<10 120 GS
<10 150 55
34 210 93
<10 139 <5
<10 190 16
<10, 190· 50 ·
50 1000 50
Zinc
(u!ifL)
55
<20
20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20·
5000
--I!!!!!!! liiil -
Cadmium Lead tvfercury Suspended Solid~
(u!ifL) (u!ifL) (u!ifL) (m!ifL)
<0.30 3.5 <.2 21
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 0.22 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 7
<0.30 <3.0 <.2 <5.0
<0.30 8.2 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 NA 5
<0.30 <3.0 NA G
<0.30 <3.0 NA 10
<0.30 <3.0 NA 36
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 5
<0.30 7.4 NA NS
<1 <3 NA <5
<0.30 <3 NA <5
<0.30 · <3-NA· <5 •
5 15 1.1
-------- ---
Table 3
Groundwater Quality Summary
Upper Macon Source Arca
Macon/ Dockery Site
Richmond Cmmty North Carolina ,
--l!!!!!I 1!11111
Sample Date Chlorofonn I, I -Dich!oroethane 1,1 -Dich\orodhene Cis/trans-1, 2-Dichloroelhene Tetrachloroethene I, I, I-Trichloroethane Trichloroethylene
Location
WdSAEllluenl 2/13/96 ·
2/14/96 •
2/14/96 ,
2/15/96 •
2/16/96 •
2/17/96 ·
2n2/96 •
2ns196 •
3/8/96 •
4/3/96 •
5(3/96 '
6/5/96 ·
7/1/96,
7/30/96,
9/4/96 •
I 0/1/96 •
l J/7/96•
12/5/96,
i/6/97,
2/4/97 '
3/\ 2/97 •
4/8/97 '
5/12/97,
6/6/97 ,
7/2/97 ·
8/7/97,
9/5/97 •
10/2/97 ·
11/13/97 ·
12/5/97•
1/9/98 •
2/5/98 ·
3/5/98 •
4/3/98 ·
5/7/98 -
Rcmcd1dtlon l'erfonnance Sla!ldaid
Nok: NA .. Not Analyzed
DUP -duplicat<l
(uyL) (ug/L)
<l.O <1.0
<1.0 <1.0
<J.0 <1.0
<1.0 <1.0
<I.O <1.0
<1.0 <1.0
<l.O <1.0
<l.O <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
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
< 1.0 <1.0
<1.0 <1.0
< 1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
< 1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.0
<1.0 <J.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<LO <1.0
<1.0. <1.0•
3500
(ug/L) (ug/L) (uyL) (ug/L) (ug/L)
<I.O <LO <1.0 <1.0 <1.0
<1.0 <1.0 <I.O <1.0 <1.0
<l.O <1.0 <1.0 <1.0 <1.0
<LO <LO <1.0 <1.0 <1.0
<1.0 <1.0 <l.O <1.0 <1.0
<1.0 <1.0 <l.0 <1.0 <1.0
<I.O <1.0 <1.0 <LO <1.0
<1.0 <LO <1.0 <1.0 <i.O
<1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0 <i.O
<1.0 <1.0 <1.0 <l.O <1.0
<i.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 <LO
<l.O <1.0 <1.0 < 1.0 <1.0
<l.O <LO <LO <1.0 <LO
<l.O <1.0 <l.O <1.0 <LO
<1.0 <1.0 <l.O <1.0 <1.0
<1.0 <LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <l.O <I.O
<1.0 <LO <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0
<LO <LO <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0 <1.0
<1.0 <l.O <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0 <I.O
<LO <1.0 <J.0 <1.0 <1.0
<1.0 <1.0 <1.0 <l.O <J.0
<1.0 <J.0 <1.0 <1.0 <1.0
<1.0 <1.0 <LO <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <i.O
<1.0 <LO <1.0 <LO <l.O
<1.0 <1.0 <1.0 <I.O <LO
<1.0. <1.0 . <I.O <1.0 <1.0 -
7 70 200 2.8
;;;;a lliiiiil
liilliil liiiii -
Samplc Date
Location
UMSA ll!llu,nl l/131%,
2114/96 '
2/14/96'
2/15/96 •
2116196 '
2/17/96 ·
2/22/96,
2/28/96,
3/8/96 •
4/3/96 •
5/3/96 ·
6/5/96 •
7/\/96 ·
7/30/96,
9/4/96 •
10/1/96.
11/7/96 •
12/5/96,
i/G/97,
2/4/97 ,
3/12/97 •
4/8/97,
5112/97,
G/6/97 ,
7/2/97 ,
8/7/97 ,
9/5/97,
10/2/97 ·
11/13/97 ·
12/5/97 •
1/9/98 '
2/5/98,
3/5/98 ·
4/3/98 '
5/7/98 #
Remedi.1tJ.0n Perfmmance Standard
Note: NA~ Not Analy1c,!
DUI' · dnplicalc
--
Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <1.0
<1.0 <1.0 <l.O
<LO <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <i.O
<1.0 <LO <LO
<1.0 <1.0 <1.0
<I.O <1.0 <1.0
<i.O <1.0 <1.0
<1.0 <1.0 <I.0
<1.0 <1.0 <I.O
<1.0 <1.0 2.9
<1.0 <1.0 <1.0
<LO <LO <I.O
<l.O <i.O <1.0
<l.O <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 <l.O <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<I.O <1.0 <LO
<I.O <1.0 <LO
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <LO <LO
<1.0 <l.O <1.0
<LO <l.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<l.O <LO <l.O
<1.0· <LO· <LO·
1000
----
Table 3 (Continued)
Groundwater Quality Summary
Upper I\.1acon Source Arca
Macon/Dockery Site
Richmond County North Carolina
Chromium Barium ?,.fanganese
(ug/L) (ug/L) (ug/L)
16 150 330
<10 110 190
<10 110 160
<10 JOO 140
<10 130 170
<10 120 120
<10 120 70
<10 130 5 I
<10 120 37
<10 I 10 27
<10 120 26
<10 130 22
12 110 14
<10 200 110
11 170 GS
<10 130 13
<JO 140 13
<JO 170 17
<10 200 46
<JO !GO 29
<10 130 30
<JO 200 30
12 210 95
<10 240 74
<10 180 41
11 230 250
<10 130 27
<10 185 3 1.5
<10 129 84.2
<10 150 160
<10 180 33
<10 200 20
11 210 160
<10 <200 64
<IO, 210• 310 ·
50 1000 50
Zinc
(ug/L)
74
20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
<20
41
26
<20
<20
<20
25
<20
<20
<20
35
<20
<20
40
<20
<20
<20
26
<20
<20
25
<20
29 •
5000
----I!!!!! 1!!!!11
Cadmium Lead r-..tcrcury Suspcndcd Solids
(ug/L) (ug/L) (ug/L) (mg/L)
<0.30 4.2 <.2 57
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 0,26 18
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 G
<0.30 <3.0 NA <5.0
<0.30 9.2 NA 2J
<0.30 66 NA 16
0.47 <3.0 NA 24
<0.30 <3.0 NA 26
<0.30 <3.0 <0.20 5
<0.30 3.5 NA 120
<0.30 <3.0 NA 8
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 7
<0.30 <3.0 NA 100
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 4.8 NA NA
<0.30 <3.0 NA 22
<0.30 <3.0 NA 11
<! <3.0 NA 8
<0.30 6.5 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 6
<0.30 4.1 NA <5.0
<0.30 <3.0 NA <5.0
<0.30· 5. NA• 13 •
5 15 I. I
----
Sam pk Date Chloroform I, I -Dichloroethanc
Location (ug/L) (ug/L)
UM Influent 2/21/96 · 16 3.1
2f22/96 1 10 3.9
2/22/96, 6 4.1
2/23/96 • 3 4.5
2/24/96 · 1.4 4.6
2/25/96 • 1.2 <1.0
2/28/96 , 3.5 5.8
3/8/96 · <LO 4.7
3/16/96 · <LO 5.5
4/3/96 · <LO 4.4
6/5/96 • <1.0 4.9
7/1/96 · <LO 3.8
7/30/96' <1.0 4.1
lln/96. <1.0 5.3
2/4/97, <1.0 5.5
5/12/97 · <1.0 II
8/7/97 , <1.0 5.8
11/13/97• <1.0 5.3
2/5/98 · <1.0 6.9
517/98 • <1.0• 5 -
LM Influent 2/21/96, 17 15
2/22/96 ' 15 22
2/22/96 I 14 26
2/23/96 • 13 29
2/24/96 I 8.9 30
2/25/96 , 8.2 31
2/28/96, 3 32
3/8/96 , <1.0 9.5
3116196, <1.0 8.1
4/3/96 • <1.0 7.3
5/3/96 , <1.0 8.6
6/5/96 • <LO 12
7/30/96, <1.0 17
\\n/96, <1.0 II
2/4/97 , 1.6 9.8
(DUI') 2/4/97 I 15 9.0
5/12/97 • <1.0 5.3
8/7/97 • <1.0 13.0
11/13/97 • <1.0 9.5
2/5/98, <1.0 13.0
5/7/93 • <1.0 . 12.0
Rl:ml:d1a11on Perlormance Standard
----
Table 4
Groundwater Quality Summary
Upper/Lower l\lacon System
Macon/ Dockel)' Site
Richmond County North Carolina '
-
I, I -Dichloroethcnc Cis/trans-1,2-Dichloroelhem: Methylene chloride
(ug/L) (ug/L) (ug/L)
I.I 4.6 <2.0
1.5 5.5 <2.0
1.6 5.8 <2.0
1.6 6.4 <2.0
1.8 6.4 <2.0
2.2 6.6 <2.0
1.4 8.6 <2.0
I 8.6 <2.0
1.8 9.2 <2.0
1.6 6.6 <2.0
1.8 7.7 <2.0
I.I 6.1 <2.0
2.1 8.6 <2.0
1.9 6.6 <2.0
1.6 7 <2.0
2.5 1.8 <2.0
1.8 7 <2.0
I.I 3.9 <2.0
1.6 6.7 <2.0
1.8 5.6 • <2.0
5.5 2.1 <2.0
8.4 3.3 <2.0
9.1 4.4 <2.0
II 4.9 <2.0
13 4.9 <2.0
13 5 <2.0
15 5.6 <2.0
1.6 2.4 <2.0
1.8 2.4 <2.0
2.6 2.3 <2.0
2.7 ·2.9 <2.0
4.7 3.4 <2.0
6.6 <1.0 <2.0
3.3 2.2 <2.0
21 2.4 <2.0
1.8 2.1 <2.0
2.4 6.4 <2.0
<1.0 1.2 <2.0
1.8 <1.0 <2.0
1.9 !.2 <2.0
2.5 • 1.6. <2.0 •
7 70 )
-l!!l!!I
Tetrachlorocthene I ,I, I-Trichloroethane
(ug/L) (ug/L)
4.6 <1.0
5.2 <1.0
4.8 <1.0
4.8 <1.0
6 <1.0
6.9 <LO
5 <1.0
3.8 <1.0
4.6 <1.0
4 <1.0
<1.0 <1.0
3.3 <1.0
3.3 <1.0
2.3 <1.0
2.5 <LO
<1.0 4.5
2.1 <1.0
1.6 <1.0
I I <1.0
2.5 <1.0 ·
I.I 7.6
1.7 II
2 14
2.1 15
2.7 I 7
2.6 17
2.4 17
<1.0 2.5
<1.0 3.4
I 4
<1.0 4.2
<1.0 5.3
<1.0 6.7
<1.0 5.2
<1.0 4.4
<1.0 3.8
2 <1.0
<1.0 4.4
<1.0 3.3
<1.0 4.1
<1.0· .t.l .
200
--- ----
Sample Date Trichlorocthylcne Toluene Chromium
Location (ug/L) (ug/L) (ug/L)
UM lnnuent 2/21/96· II 13 <10
2/22/96, 12 16-<10
_;, -2/22/96 . -· J2 :r 15 <10
2/23/96 • 12 12 <10
2/24/9§ ' 14 9.7 <10
2/25/96 • 15 9.2 <10
2/28/96 • 14 2.9 <10
3/8/96 • 12 <i.0 <10
3/16/96 · 12 <LO <10
4/3/96 · 10 '. <1.0 <10
6/5/96 · 9.8 3.2 <10
7/1/96 • 7.6 <1.0 <10
7/30/96• 9.8 <1.0 <10
11/7/96 • 8.3 <1.0 <10
2/4/97 · 8.2 <1.0 <10
5/] 2/97 ' 4.1 <!.0 <10
8/7/97 • 8.1 <1.0 <10
11/13/97 • 3.9 <1.0 <10
2/5/98 ' 5.9 <1.0 <IO
5/7/98· 5.8 · <1.0 · <10'
LM Intluent 2121/96, 2.2 9.3 <10
2/22/96 · 3.2 12 <10
2/22/96 · 3 3 15 <10
2/23/96 · 3.6 18 <10
2/24/96. 4.5 17 <10
2/25/96 · 4.4 15 <10
2/28/96 · 4 4.2 <10
3/8/96 · I.I <1.0 <10
3/16/96 · 1.4 <1.0 <10
4/3/96, 4.7 <1.0 <10
5/3/96 · 4.6 <1.0 <10
6/5/96 • 4.9 4.6 <10
7/30/96• 4.1 <1.0 <10
11/7/96• 4 5 <1.0 <10
2/4/97 · 3.7 <1.0 <10
(DUP) 2/4/97 · 3.1 <J.0 <10
5/12/97 · 8.3 <1.0 <10
8/7/97 • 3.3 <1.0 <10
I \/13/97· 1.9 <1.0 <10
2/5/9S-3.4 <1.0 <10
5/7/98 • 3.7 , <1.0. <10 ·
Remcd1at1on l'crlormancc StamJ:mJ 2.8 IOOO 50
---
Table 4 (Continued)
Groundwater Quality Summary
Upper/Lon·er Macon System
Mac9n~Dockery Site
Richmond County, North C.irolina
Uarium Manganese Zinc
(ug/L) (ug/L) (ug/L)
<50 58 -·140
<50 39 130
<50 36 120
<50 31 110
<50 30 I 10
<50 28 110
<50 18 40
<50 13 50
<50 20 50
<50 9.3 26
<50 <5.0 22
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
36 <5.0 <20
<50 12 <20
<50 7.2 <20
<50 28.7 <20
<50 8.4 <20
<50 • 16· <20 ·
68 110 120
70 120 120
77 130 120
81 140 130
86 160 160
86 160 160
100 150 240
<50 72 52
<50 53 57
<50 72 44
24 31 27
<50 21 24
<50 20 <20
<50 6.4 <20
34 19 <20
34 16 <20
<50 <5.0 <20
<50 <5.0 <20
<50 55.1 <20
<50 II <20
<50' <5.0 · <20
1000 50 5000
-I!!!!!!! I!!!!!! ==
Lead Suspended Solids
(ug/L) (mg/L)
13 12
7._2== 7
4.8 <5.0
4.5 <5.0 -3.6 <5.0
3.4 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
3 10
<3.0 13
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 NA
<3.0 <5.0
<3.0 5
<3.0 • <5.0 ·
5.1 15
5.6 5
5.5 <5,0
5 <5.0
4.4 <5.0
3.2 <5.0
3.3 <5.0
<3.0 7
<3.0 <5.0
<3.0 7
<3.0 <5.0
<3.0 5
<3.0 6
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 NA
<3.0 <5.0
<3.0 <5.0
<3.0 -<5.0 ·
15
-- -- -
Sample Date
Location
U/L Emuent 2/21/96 •
2/22/96 ·
2/22/96 ·
2/23/96 ·
2/24/96 ·
2/25/96 ,
2/28/96 ,
3/8/96 ·
3/16/96 ·
4/3/96 ·
5/3/96 ,
6/5/96,
7/1/96,
7/30/96 •
9/4/96 •
J0/1/96.
I 1/7/96,
12/5/96 ·
1/6/97 ·
2/➔/97 •
3/12/97 ,
J,/8/97 ,
5/12/97,
6/6/97 •
7/2/97 ·
7/25/97,
8/7/97,
9/5/97 •
I 0/2/97 ,
11/13/97,
12/5/97•
1/9/98 •
2/5/98,
3/5/98,
J,/3/98 ·
5/7/98 •
' Rt.:mcd1at10n I crlonnancc Standard
Note: 7/~S/97 Sampled for Manganese only
DI JI' • ,!uplk~t,:
NA= Not Analyzed
NS= Not Sampled
---
Chloroform I, I -Dichloroethane
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 1.8
<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 <J.0
<J.0 <1.0
<J.0 <J.0
<1.0 <1.0
<1.0 2.4
NA NA
<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 <1.0
<1.0 <1.0
3500
-----
Table 4
Groundwater Quality Summary
Upper/Lower l\.'lacon System
Macon/ Dockery Site
Richmond County, North Carolina
-
! , I -Dichloroethenc Cis/trans-1,2-Dichlorocthenc Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
18 <1.0 16
<1.0 <LO <2.0
<LO <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<LO <1.0 <2.0
<1.0 <LO <2.0
<!.O <1.0 <2.0
<1.0 1.6 <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 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 1.8 <2.0
NA NA NA
<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
7 70 )
-l!!l!!I 11!!!1 liiiiiil
Tctrachlorocthcnc I, I ,I-Trichloroethane
(ug/L) (ug/L)
<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
<1.0 <1.0
<1.0 <1.0
<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 <!.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
NA NA
<1.0 <1.0
<LO <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 <1.0.
200
- - ----
Sample Dnte
Loe.it ion
Uhl ln11u-."l 2/l l/lJ6 •
2/22/96 •
2/22/96 ,
2/23/96 '
2/24/96 '
2/25/96 •
2/28/96 I
3/8/96 •
3/16/96 '
4/3/96 ·
5/3/96 ·
6/5/96 ,
7/1/96 ·
7/30/96 ·
9/4/96 ·
10/1/96 '
11/7/96'
12/5/96 ·
1/6/97 •
2/4/97 ,
3/12/97,
4/8/97 .
5/! 2/97 •
6/6/97 •
7/2/97.
7/25/97,
8/7/97,
915/97 ,
10/2/97 •
11/13/97·
12/5/97,
1/9/98.
2/5/98 •
3/5/98,
4/3/98 •
517198 •
Remediation Perfonnance Standard
Note: 7/~5/97 Sampled for Manganese only.
DUP -duplicate
NA = Not Analyzed
NS = Not Sampled
---
Trichloroethylene Toluene
(ug/L) (ug/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
1.9 <1.0
<1.0 <l.0
<1.0 2.1
<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
NA NA
<1.0 <1.0
<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
<1.0 <1.0
<1.0· <1.0 •
2 S 1000
----
Chromium
(ug/L)
<10
130
<10
<10
<10
<10
<10
<10
<IO
<10
<IO
<IO
<IO
<IO
<IO
<IO
<10
<IO
<IO
<IO
<IO
<IO
<IO
<10
<10
NA
<10
<10
<IO
<IO
<IO
<IO
<10
<10
<10
<10 •
50
Table 4 (Continued)
Groundwater Quality Summnry
Upper/Lower l\facon System
tvfacon/Dockcry Site
Richmond County, North Carolina
Barium Manganese Zinc
(ug/L) (ug/L) (ug/L)
59 100 98
70 120 120
72 120 120
80 140 130
83 150 150
90 160 170
<50 32 59
<50 39 56
<50 31 51
<50 44 54
31 10 21
<50 7.5 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
39 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
<50 79 <20
NA 36 NA
<50 5.4 <20
<50 <5.0 <20
<50 6.3 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0 <20
56 <5.0 <20
<200 <15 <20
<200 <5.0 <20
<50 • <5.0 • <20·
1000 50 5000
-==
Lead Suspended Solids
(ug/L) (mg/L)
4 <5.0
5.2 <5.0
5.7 <5.0
4.9 <5.0
3.7 <5.0
3.6 <5.0
<3.0 8
<3.0 <5.0
<3.0 <5.0
3.6 10
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 24
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 8
<3.0 <5,0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
<3.0 <5.0
NA NA
3.1 NS
<3.0 <5.0
<3.0 25
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5
<3.0 <5.0
<3.0 <5.0
<3.0
~A
15
----
Well Date
Numbu
Upper Dockery
/'.l\\' 15 2/13/96 •
5/2/96 •
7/) 1/96 ·
(DUP 2) 7/31/96'
I J/7/96 •
(O\JP) 11/7/96,
215191 ,
5/12/97 •
(OUP2) 5/12/97,
8/5197 •
(DUPLICATE I) I J/12/97
11/12/97-
(DUP I) 2/5/98 •
2/5/98,
5/6/98 •
(DUP I) 5/6/98 •
M\\'25 2/13/96·
512196 ·
7/31196 ,
lln/96•
2/5/97 '
5/13/97.
8/5/97 ,
11/12/97 •
2.15/98 '
5/7198 •
Lower Ood.ery
M\\'\6 2/13/96,
512196
7/31/96 •
11/7196 •
(DUP) 11/7196 •
215/97 ·
5/13/97 •
8/6/97
I !/12/97 •
2/5/98 ·
5/6/98 •
MW24 2/13/96 •
{DUI') 2/13/96 •
512196,
8/1/96.
I 1/7/96 ·
2/5/97 ·
5/13/97 ·
8/5/97
11/12/97 ·
2/5/98 •
5/6/98,
Remediauon Perfom1ance Standard
NA= Not AnalFed
-
Chloroform
(ug/L)
<25
<25
<25
<25
<25
<50
<25
<JOO
<JOO
<JO
<5 •
<JO
<25
<JO
<SO·
<50 •
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<t.O·
<1.0
<1.0
<1.0
<1.0
<J.0
<1.0
<J.0
<2.0
<1.0
<1.0
<1.0 •
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0.
DL = Dilution
-------
I, I -Dichloroelhane
(ug/L)
22
Jj
<25
<25
" <50
62
<JOO
<100
17
JI,
<JO
<25
<JO
66
96.
4.2
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0.
57
56
0 I
37
32
,1
" '° 51
68
20
BA
8.5
7.5
3.7
7.1
26
16
17
19
32
24
3500
Table 5
Grountlwalcr Quality Summary
Macon/ Dockery Site
Richmond County Norlh Carolina ,
I, I -Dichloroctheuc Cis/trans-1,2-Dichlorocthene Methylene chloride
(ug/1.) (ug/L) (ug/L)
280 <25 <50
630 <25 <50
610 <25 <50
450 <25 <50
1000 <25 <50
1600 <50 <100
1200 <25 <50
'80 <JOO <200
5'0 <JOO <200
330 <JO <20
220, <S.O • <IO•
46 <JO <20
200 <25 <50
310 <JO <20
1300 ~ <SO• <JOO
1800 <50 <JOO
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
1.2 <1.0 <2.0
1.6 <1.0 <2.0
I.I <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
1.1 <1.0 <2.0
<1.0 <1.0 <2.0
" <1.0 <2.0
29 <1.0 <2.0
23 <1.0 <2.0
24 <1.0 <2.0
19 <1.0 <2.0
24 <1.0 <2.0
32 <1.0 <2.0
18 <2,0 "'·' 27 <1.0 <2.0
21 <1.0 <2.0
6.9 <1.0· <2.0 ·
<1.0 <1.0 <2.0
<1.0 <LO <2.0
<1.0 <1.0 <2.0
4.8 1, <2.0
<1.0 <i.O <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. <J.O• <2.0.
70
DUP. duplic.10
Tetrachloroethene
(ug/L)
<25
30
<25
<25
<25
<50
<25
<JOO
<JOO
<20
<5.0 •
<JO
<25
<JO
<50
<50
<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
<J.0
<1.0
<2.0
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
5.2
<J.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0.
1!!!!!!11 I!!!!! !!!!!I 1111111
I, I, I-Trichloroethane Trichloroethykne Vinyl chloride Benzene
(ug/L) (ug/L) (ui;/L) (ug/L)
120 <25 <25 <25
170 <25 ..::25 <25
210 <25 <25 <25
160 <25 <25 <25
290 <25 <25 <25 ,oo <50 <50 <50
380 <25 <25 <25
160 <JOO <JOO <JOO
160 <JOO <JOO <JOO
JOO <20 <10 ...:io
50 · <S.O • <S.O • <S.O •
13 <JO <JO <JO
58 <25 <25 <25
70 <JO <JO <JO
'40 <50 <50 <50 •
710 <50 <50 <50.
I.I <1.0 <1.0 <1.0
<LO <1.0 <1.0 <1.0
<LO <l.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 <1.0
<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 ~
68 4 <1.0 <1.0
73 3.8 <1.0 <1.0
50 2.2 <1.0 <1.0
50 2.6 <1.0 <1.0
4' 2 <1.0 <1.0
59 4.3 <1.0 <1,0
75 3.2 <1.0 <1.0
63 2.1 <2.0 <2.0
70 3.9 <1.0 <!.O
52 2.3 <1.0 <1.0
36 1.9. <1.0. <1.0
<1.0 <!.O <1.0 <1,0
<!.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
1.7 20 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
<1.0 <LO <1.0 <1.0
<l.O <1.0 <J.0 <1.0
<1.0 <!.O <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'
200 2.8
- -- --- -
\\'ell Date Toluene Total Xylenes Acetone
Number
Upper Dockery
MWIS 2/13/96 •
5n.196 •
7/J 1/96 •
(DUP 2) 7/31/96 •
lln/96•
(DUP) 11/7/96,
'215197 ,
5/12/97,
(DUP 2) 5112197 •
8/5/97 '
{DUl'I.ICATE I) 11/12/97•
11/12/97 •
(DUP I) 2/5/98 '
:!/5/98 ,
5/6/98 ·
(DUP I) 5/6/98 •
~I\\' 25 2/13/96 '
5/2/96'
7/31/96 ·
11/7/96 •
2/5/97 •
5/13/97 '
8/5197 •
11/12/97•
2/5/98,
5/7/98,
Lo,,cr Ood.:cry
MW !6 2/13/96 •
5/2/96 •
7/31/96-
11/7/96'
(DUP) 11/7/96 ·
2/5/97 ,
5/13/97 •
8/6/97 •
11/12/97•
2/5198 •
5/6/98 •
~IW 24 2/13/96 •
(DUP) 2/13/96 •
5/2/96 ·
8/1/96 •
11/7/96 ·
2/5/97 ·
5/13/97 ·
8/5/97 •
11/12/97.
2/5/98 ·
5/6/98 •
,. Re111ed1atmn I c1fon11ance Standard
NA= Not Ana!pcd
(,g/L)
26
<25
J5
33
<25
<50
<25
<IOO
<100
<IO
<5.0,
<IO
420
45
260 •
380 ·
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0·
<1.0
<1.0
<1.0
LI
2
<1.0
<1.0
<2,0
<1.0
<!.O
<1.0·
<1.0
<LO
<1.0
<1.0
1.2
<!.O
<1.0
<1.0
<1.0
<1.0
<1.0.
1000
(ug/1.) (ug/L)
<75 <250
<75 <250
<75 <250
<75 <250
<75 <250
<150 <500
<75 260
<300 <IOOO
<300 <1000
<30 <100
<15 ' <SO·
<30 <100
<75 3400
<JO <100
<150 • 1500 ·
<150 2300 ,
<3.0 <IO
<3.0 <IO
<30 <IO
<3.0 <IO
<3.0 <IO
<3.0 <IO
<3.0 <IO
<3.0 <IO
<J.O <IO
<3.0· <10•
<3.0 <IO
<3.0 <IO
<3.0 <IO
<).0 <ID
<J.O <IO
<3.0 <IO
<3.0 <ID
<6.0 <20
<3.0 <ID
<3.0 <IO
<3.0 <10 •
<3.0 <IO
<3.0 <IO
<3.0 <IO
<30 <IO
<3.0 <IO
<J.O <IO
<3.0 <IO
<3.0 <IO
<3.0 <IO
<J,O <ID
<J.O • <JO.
3500
l!!!!!!!!!I l!!!!!!!!!!!!I
Table 5 (Continued)
Groundwater Quality Summary
l\facon/rlockery Site
Richmond County North Carolina ,
Chromium Barium lkryllium Manganese Nickel
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<IO 150 <5.0 190 <40
<IO 160 <5.0 )60 <40
I) 140 <5.0 180 <.10
<10 140 <5.0 180 <40
<IO 140 <5.0 200 <40
<IO 140 <5.0 170 <40
21 160 <5.0 270 <40
<IO 120 <5.0 230 <40
13 110 <5.0 170 <40
18 130 <5.0 120 <40
70· 126 • <5.0 • 234, <40 •
46.8 128 • <5.0 255 <40
<IO 140 <5.0 IOO <40
<IO 130 <5.0 110 <40
II . 150 • <5.0, 490 <40 •
<JO. 140 , <S.O • 400 • <40 •
<IO 160 <5.0 180 <40
IO 130 <5.0 43 <40
<IO 130 <5.0 57 <40
<IO 140 <5.0 110 <40
<IO 120 <5.0 77 <40
13 110 <5.0 22 <40
28 190 <5.0 140 <40
<IO 114 <5.0 " <40
<IO 130 <5.0 49 <40
<10 • JJO• <5.0 • 16 . <40•
34 270 <5.0 llOO 61
43 3 IO <5.0 1300 70
180 1100 <5.0 5100 260
95 830 <S.O 3200 160
89 780 <5.0 2800 160
24 170 <5.0 670 41
33 190 <5.0 810 52
160 890 6.2 4300 240
94.8 633 <5.0 3190 153
<IO <50 <5.0 36 <40
92 • 510 • <5.0· 2400 • 140 •
56 320 <5.0 3500 40
57 370 <5.0 3700 <40
<IO 65 <5.0 2400 <40
<IO 86 <5.0 2500 <40
<IO 82 <5.0 2700 <40
<IO 94 <5.0 2500 <40
<IO 89 <5,0 2500 <40
<IO 92 <5.0 <5.0 <OIO
<ID 140 <5.0 2480 <40
<IO 79 <5.0 2800 <,lO
<10. 130· <5.0-2500 • <40 •
50 IOOO 50 IOO
l!!!!!!!!!!!!I I!!!!! == ==
Vanadium Zinc Cadmium Lead Mercury Cyanitk Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
<50 )9 <0.30 <3.0 J.4 <IO 7
<50 24 <0J0 <) 0 4.0 <10 <5.0
<50 )5 <0.)0 990 0.00-17 NA ,.,
<50 JI <0.30 1070 4.8 NA 65
<5.0 <20 <0.30 430 3.5 NA 9
<50 <20 <0.30 340 2,3 NA NA
<50 200 24 1100 3.0 NA 30
<50 92 6.3 260 16 NA II
<50 89 6 260 14 NA 10
<50 67 3.6 510 1.3 NA 16
<50• 63.7 / 7.5 • 867 ' 3.8, NA' 77•
<50 50 2.7 50I 16 NA 110
<50 28 0.66 160 0.73 NA ID
<50 22 0.35 140 fil' .t.iNA 6
<50 6-0 • 0.64 100• 17t::,NA. 32 (§J;t <50 59. 0.49 83 • . NA· 22 o. ' <50 22 <0.30 <3.0 NA <IO 44
<50 28 <0.30 <30 NA <ID 16
<50 <20 <0.30 <3.0 NA NA 23
<50 20 <0.30 <3.0 NA NA 45
<50 32 <0.30 <3.0 NA NA <5.0
<50 <20 <0.30 <3.0 NA NA 15
<50 45 <0.30 4.3 NA NA 150
<50 22.8 <I <J.O NA N,\ 12
<50 <20 <0.30 <J.O NA NA J3
<SO• <20. <0.30 · <J.O • NA• NA· II .
IOO 150 <0.30 II NA <IO 2000
120 150 <0.30 12 NA <IO 1800
490 660 0.9-1 62 NA NA 5300
270 390 047 )8 NA NA 2100
250 340 0.45 44 NA NA NA
62 110 <0.30 9.9 NA NA 360
77 92 <0.30 II NA NA 560
<50 530 <0.30 45 NA NA 2500
265 362 <I 29 NA NA 1900
<50 29 <0.30 8.7 NA NA 540
210 • 300• <0.30 • 22 ~ NA· NA 1600 ·
130 230 <0.30 32 NA <IO 1100
140 250 <0.30 28 NA 19 IOOO
<50 <20 <0.30 <3.0 NA <IO 15
<50 25 <0.30 <3.0 NA NA 79
<50 <20 <0.30 <3.0 NA NA 58
<50 <20 <0.30 <30 NA NA 49
<50 <20 <0.30 <3.0 NA NA 82
<50 20 <0.30 <3.0 NA NA 28
<50 48.1 <I 4.3, NA NA 150
<50 <20 <O.JO 3.8 N,\ NA 13
<50· 30• <0.30 • 4.7 · NA· NA· 91 •
50 5000 15 LI
-- --
Well Date
Number
Macou Source Arca
MW2A 2/13/96 ·
5/2/96 ·
(DUP) 5/2/96,
7/)1/96'
I 1/6/9(,,
2/4/97.
5/12/97,
816/97 ·
(DUPLICATE 2) 11/12/97•
I i/12/97,
2/5/98 ,
5/6198·
(DUP 2) 5/6/98 ·
~IW9 2/13/96 ,
5/2196 •
7/31/96,
(DUP) 7/3 1/96 .
! 1/6/96 •
"2./5/97
5/\"2./97 ·
8/6/97 •
1111"2./97,
DUP 2 2/5/9&
2/5/9& '
5/6/98•
MWI\ "2./14/%,
5/2196 •
1130/%,
11/6/96-
2/4197 ·
5/12/97 '
8/6/97 .
I l/13197 ·
2/5/98 ·
5/6/98 •
MW\9 "2./13/96.
(DL) 2/13/96.
5/2/96 •
(DI.) 5/2/96 •
7/31/96 .
11/6/96 .
2/5/97.
5/12/97•
8/6/97 •
I !/12/97·
2/5/98
5/6/')8 '
Reniedrn111.m Pcrfonnancc Standard
N,\ "' Not Ana1}7ed
-
Chlorofonn
(ug!L)
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<2.0
<2.0 •
<2.0
<5.0
<5.0 ·
<5.0'
<1.0
<1.0
<JO
<IO
<5.0
<1.0
<.!.O
<.!.O
<1.0
<5.0
<JO
<JO·
<1.0
<1.0
<1.0
LS
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0•
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<25
<5.0
<1.0
<5.0
<5.0
<1.0.
DL °" Dilmion
---- -- -..
I, I -Dichloroclhanc
(ug/L)
3.6
2.8
3.4
II
3
2.7
1.8
<2.0
<2.0'
<2.0
<5.0
6A •
5.8 ·
120
130
250
190
170
76 so
56
" 150
100
63
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<LO
<1.0.
210E
240
55
42
<1.0
" <25
9.7
69
15
<5.0
20 •
3500
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County Norlh Carolina ,
I, I • Dichlorocthcnc Cis.ltrans-1,2-Dichlorocthcnc Methylene chloride
(ug/L) (ug/L) (ug/L)
20 5.4 <2.0
13 7.7 <2.0
18 9.3 <2.0
<1.0 <1.0 <2.0
4 13 <2.0
5.3 " <2.0
36 3.7 <2.0
35 <2.0 <4.0
74 • <2.0. <4.0·
61 <2.0 <4.0
110 5.2 <10
170• 16' <10 •
140 · 13 ' <10·
<JO 25 " <JO 160 <20
<10 340 <20
<JO 320 <20
<5,0 100 <JO
8.2 13 <2.0
52 59 <4.0
22 43 <4 0
33 47 <2.0
12 310 <JO
<10 220 <20
54 ' 250• <10 ·
4.5 <1,0 <2.0
4.5 <LO <1.0
5.3 <1.0 <2.0
5.8 <1.0 <2.0
5.5 <1.0 <1.0
6.2 <1.0 <2.0
1.9 <1.0 <2.0
4 <1.0 <2.0
3.3 <1.0 <1.0
3.2 • <1.0 <1.0
3.2 86 12
<1.0 JOO <1.0
13 43 <2.0
5 33 <1.0
" 89 <2.0
110 120 <20
250 120 <50
" 46 <10
" 43 <2.0
54 43 <JO
93 30 <JO
13 • 27 . <2.0 •
70
our• dupliciic
Tcuachloroethcne
(ug/L)
<1.0
<1.0
<1.0
<1.0
2.3
2.7
<LO
<2.0
4. 1 •
3.6
48
22•
21
16
<JO
18
<10
<5.0
1.8
6.9
6.6
12
<5.0
<IO
16 '
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<!.O
<1.0
<LO
8.9
<1.0
1.7
<1.0
" 16
32
<5.0
18
13
7.5
!4 •
I!!!!!!! liliil
I, I, 1-T richlurocthane T1ichloroethyknc Vinyl chloride llenunc
(ug/L) (ug/L) (ug/L) (ug/L)
7.4 22 <1.0 <1.0
u ,o <1.0 <1.0
6.5 26 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0
LS " <1.0 <1.0
1.6 19 <1.0 <LO
5.5 12 <1.0 <1.0
9.6 4 <2.0 <2.0
16 9.2 <2.0. <2.0 •
" 8.4 <2.0 <2.0
23 12 <5.0 <5.0
36' 20 • <5.0 • <5.0 ·
38' 21 • <5.0• <5.0 ·
<10 10 35 <JO
<10 23 160 <JO
<JO 24 190 <JO
<JO 21 JOO <JO
7 II 7.5 <5.0
2.6 ]J 4.2 '' 12 7.3 9 <1.0
7.4 4.6 6.4 <2.0
II 9.5 ]6 <1.0
6 39 100 <5.0
<10 '4 " <10
<10 · 65 20 ~ <JO •
<!.0 7 <1,0 <1.0
<1.0 5.7 <1.0 <1.0
<1.0 5.8 <1.0 <1.0
LI 8.5 <1.0 <1.0
<1.0 84 <1.0 <1.0
<1.0 8 <1.0 <1.0
<1.0 2.9 <1.0 <1,0
<LO 6.4 <1.0 <i.O
<J.0 ,., <1.0 <J.0
<1.0 4.3 • <1.0. <1.0.
LS 5.9 9IOE 4.1
<1.0 <1.0 660 <1.0
6.1 12 IOOE <i.O
<1.0 7.8 43 <1.0
25 34 19 I
" 21 <JO <10
75 26 <25 <25
8.2 7.4 <5.0 <5.0
II 16 28 <1.0
16 II <5.0 <5.0
28 5.6 <5.0 <5.0
6.2 • " . 7.2 · <1.0 •
2.8
==
\\'di Date
Number
~~Ollif~hte,i\rea
1'.1W2A 2/13/96 ·
5/1J96 •
(DUP) 5/1J96 •
7/31/')6 •
11/6/96 •
2/4/97 ,
Sf\2197,
8/6/97 ,
(DUPLICATE 2) 11/12/97,
1\/12/97,
215198 ,
5/6/98 •
(DUP 2) 5/6/98 •
MW9 2/13/96 •
5/2/96 •
7/31/96 •
(DUP) 7/3 1/96·
11/6196 •
2/5/97 •
5/12/97 •
8/6/97 '
11112/97.
DUP2 2/5/98 •
2/5/98 •
5/6/98,
.\\WI! 2/14/96 •
5/2/96 '
7/30/96 •
11/6/96 •
214/97.
5/12/97•
8/6/97 '
I 1/13/97,
2/5/98,
5/6/98 •
,\\\V 19 2/1)/9(,.
(DL) 2/13/96'
5/2/96 •
(DL) 5/2/96·
7/31/96 ·
11/6/96 •
2/5197 ·
5/12/97,
816/97 •
11/12/97'
2/5/98'
5/6/98, . Remed1at10n I e1fonnance S1aiulard
NA"' Not Analrzed
Toluene
(ug!L)
<!.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0.
<!.0
<5.0
<5.0•
<5.0 •
<IO
<IO
<JO
<IO
<5.0
<1.0
<2.0
<2.0
<1.0
<5.0
<JO
<10 •
<1.0
<1.0
<!.O
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0.
<LO
<1.0
<1.0
<1.0
<LO
<JO
<25
<5.0
<1.0
<5.0
<5.0
<LO·
1000
==
Tota! Xylenes Acetone
(ug!L) (ug!L)
<l.O <IO
<J.O <IO
<J.O <IO
<3.0 <JO
<l.O <IO
<3.0 <JO
<J.O <IO
<6.0 <JO
<6.0 <20.
<6.0 <20
<15 <50
<15 • <50 •
<!5. <50 •
<30 l60•FJ2
9.8 190
<JO <JO
<JO 120
13 220
9.5 JOO
<6.0 <20
<6.0 89
<3.0 <JO
<15 <50
<JO <100 •
<30 • <100 •
<3.0 <JO
<3.0 <JO
<l.O <JO
<l.O <JO
<l.O <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<J.O <JO
<J.O• <JO.
<l.O z.i•n2
<3.0 <JO
<3.0 <IO
<J.O <JO
<J.O <IO
<l.O <JOO
<75 <250
<15 <50
<3.0 <JO
<15 <50
<15 <50
<3.0 · <IO
400 3500
Table 5 (Continued)
Groundwater Quality Summary
i\lacon/Dockcry Site
Richmond County, North Carolina
Chromium Barium Beryllium Manganese Nickel
(ug/L) (ug/L) (ug/L) (ug!L) (ug/L)
<IO 190 <.'i.O 140 <40
<JO 150 <5.0 26 <40
<JO 140 <5.0 19 <.JO
<JO 120 <5.0 25 <40
<JO 110 <5.0 \] <40
<IO JOO <5.0 <5.0 <40
<IO 94 <S.O 6 <40
<IO JOO <5.0 6.7 <.JO
<JO. 103 • <S.O • 25.3 <,lQ •
<JO 106 <5,0 41.4 <40
<JO I JO <5.0 6.8 <40
<10• 120· <5.0• <5.0. <40•
<10 • !20 • <5.0 · <5.0 • <40-
1200 7400 6.1 7800 1800
300 JJOO <5.0 5600 520
2!0 1300 <5.0 3900 290
170 \JOO <5.0 4700 230
47 530 <5.0 5100 " 26 810 <5.0 '900 60
68 I !00 <5.0 3900 <40
160 1800 <5.0 5000 360
75.7 1070 <5.0 '400 162
43 690 <S.O '900 88
39 810 <5.0 5000 82
3 I • 760 · <5.0. 7900 • 46•
<JO 160 <5.0 85 <40
<JO 93 <5.0 \] <40
<IO 120 <5.0 35 <40
<IO 90 <5.0 JO <40
<IO " <5.0 18 <40
<JO 86 <5.0 9.7 <40
18 220 <5.0 \JO <40
16.6 120 <5.0 34.6 <40
<JO " <5.0 14 <40
<JO 98. <5.0• 14 • <40 •
2 JO 170 <5.0 3900 87
<JO <JO <5.0 <5.0 <.JO
59 170 <5.0 3100 4 I
<JO <IO <5.0 <5.0 <40
18 120 <5.0 2900 78
240 \JO <5.0 2500 150
520 120 <5.0 2800 91
<JO " <5.0 2600 <.JO
37 \JO <5,0 2600 <.JO
51.2 147 <5.0 2600 46.5
23 90 <5.0 2200 <40
29 · 97. <5.0 · 1800 <40 •
50 1000 50 JOO
liiiiil iiiiil liilil lllillil
Vanadium Zinc Cadmium Lead hlc:rcury Cyanide Suspended Solids
(ug!L) (ug/L) (ug/L) (ug/L) (ug!L) (mg/I.) (mg/L)
<50 34 <0J0 <3.0 NA <JO 5.J
<50 <20 <0.30 <J.O NA <JO 7
<50 <20 <0.30 <J.0 NA <JO 7
<50 JI <0.30 <l.O NA NA 15
<50 <20 <0.30 <J.O NA NA <S.O
<50 <20 <0.30 <3.0 NA NA NS
<50 <20 <0.30 <J.O NA NA <5.0
<50 <20 <0.30 <3.0 NA NA <5.0
<50 <20 • <I • <3.0 • NA• NA, 9 .
<50 <20 <\ <J.O NA NA 8
<50 <20 <0.30 8.8 NA NA <5.0
<50. <20· <0.30• <3.0, NA· NA 8 •
<50 -<20. <0.30 • <3.0· NA• NA· <5.0
500 790 2.6 35 NA <IO 890
140 210 <0.30 12 NA <IO 1700
78 140 <0.30 12 NA NA 830
61 \JO <0.30 9.6 NA NA 940
<50 33 <0.30 <3.0 NA NA 260
<50 " 2 <3.0 NA NA 140
<50 5 I <0.JO J.5 NA NA 490
67 170 1.8 l.5 NA NA 750
<50 81.4 <I <3_0 NA NA 600
<50 39 <0.30 5.J NA NA 240
<50 36 <0.30 37 NA NA 210
<50 • 26 · <0.30 · <3.0 · NA· NA• 61 •
<50 JO <0.30 J.2 NA <JO 400
<50 23 <0.30 6.7 NA <JO 9
<50 21 <0.30 <l.O NA NA 32
<50 <20 <0.30 <J.O NA NA ' <50 26 <0.30 <J.O N,\ NA 53
<50 <20 <0.30 <J.O NA NA <5.0
<50 45 <0.30 5.J NA NA 500
<50 20.7• <I <] NA NA 110
<50 <20 <0.30 11 NA NA 6-l
<50-<20. <0.30· <3 • NA· NA -JO •
<50 <20 <0.30 <J.O 0.51 <IO 53
<50 <,0 <0.30 <3.0 <0.20 <JO <5.0
<50 <20 <0.30 <3.0 0.22 <JO 47
<50 <20 <0.30 <3.0 <0.20 <JO <5.0
<50 <20 <0.30 <l.O <0.20 NA 23
<50 <20 <0.30 <J.O <0.20 NA 39
<50 24 <0.30 <3.0 <0.20 NA JI
<50 <20 <0.30 <3.0 0.12 NA 13
<50 <20 <0.30 <3.0 <0.20 NA 75
<50 26.2 <1.0 <3.0 <0.20 NA 120
<50 <20. <0.30 <l.O <0.20 NA 21
<50. <20 • <0.30 · <3.0 • <0.20 · NA 52 •
50 5000 15 I.I 15-1
- - -- -
\\'di Date Chlorofonn
Nunihcr (ug/L)
Upper /'-.!aeon
/'IIW21 2/14/96 • <LO
5/2/96 • <LO
7/)0/96• <1.0
11/7/96' <1.0
2/4/97 • <LO
5/12/97 • <1.0
8/6/97 • <1.0
\ \/11/97' <1.0
2/6/98 • <1.0
515198 • <!.O•
,\1\\'23 2115196 • <1.0
5/J/96 • <LO
(DUP) 513196 -<1.0
7130196 • <1.0
11/6.196 · <1.0
2/4/97 • <!.O
5/12/97 · <1.0
8/6/97 , <J.0
11/! 1/97, <J.0
2/5/98 , <1.0•
515/98 <i.O ,
Lower /1.lacon
/'>IW 13 2/14/96' <i.O
(DL) 2/14/96. <l.0
512196 • <t.0
7/30/96 • <2.0
1 l/6/96 · 15
2/4197 · <1.0
5/! 2/97 . <1.0
8/6/97, <2.0
] l/11/97' <5
2/5/98, <1.0
5/6/98 • <2.0
~1\\' 22 2/14/96 • <1.0
5/2/96 • <1.0
7/30/96 • <1.0
11/6/96 • <LO
2/4/97 • <1.0
5/12/97 • <JO
811/97 <1.0
11/11/97 • <!.O
2/5/98 • <l.O
5/6/98 • <1.0·
Rcmcd1at1on /'c1formance Standa1d
NA= Not Analyzed DL = Dilution
.. I!!!! 1!!!11 -Table 5
Groundwater Quality Summary
i\lacon/ Dockery Site
Richmond County North Carolina ,
liiiil iiiiil
I, I -Dichloroethane 1,1 -Dichloroethenc Ci!>/trans-1.2-Dichloroethene Methylene chloride Tctrachloroethcne
(ug/L)
3.1
2.1
<LO
15
1.8
1.3
I.I
1.4
<J.0
1.4•
3.9
2.8
2 8
3.1
4.3
6.9
89
7.3
8.1
9.5 •
JO
80
76
63
88
66
71
99
61
62
67
35
5.5
3.6
2.2
3.1
4.1
4.4
5.5
8.6
9.4
8.8 •
3500
DUP duplicate
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0.
<LO
<1.0
<1.0
<1.0
<1.0
1.6
3.4
1.7
3
2. l •
1.6
" 20
15
24
17
" 29
4.2
<5
II
14 .
6.3
5.3
44
3.4
5.6
6.5
4.2
6.2
4.2
4.4•
(ug/L) (ug/L) (ug!L)
<1.0 <2.0 1.2
<!.O <2.0 <LO
1.2 <2.0 <1.0
<1.0 <2.0 <1.0
<1.0 <2.0 <1.0
<LO <2.0 <1.0
<LO <2.0 <1.0
<LO <2.0 <1.0
<LO <2.0 <1.0
I <2.0 <1.0 .
5.1 <2.0 <1.0
3.8 <2.0 <1.0
'-' <2.0 1.8
6.3 <2.0 <1.0
4.9 <2.0 1.2
8.2 <2.0 2.7
JO <2.0 3.8
7.9 <2.0 2.3
8 I <2.0 3.4
II , <2.0 ' 2.6,
7.2 <2.0 3.4 I
4.9 <2.0 2.7
4.9 <2.0 <1.0
<l.O <2.0 13
4 <4.0 <2.0
2.3 <2.0 <1.0
3.3 <2.0 l.2
2.2 <4,0 <2.0
<2.0 <4.0 <2.0
<5 <JO <5
1.6 <2.0 <1.0
<2.0 <4.0 <2.0
1.4 <2.0 <1.0
<LO <2,0 1.4
1.5 <2.0 <LO
<1.0 <2.0 <LO
<J.0 <2.0 <1.0
<1.0 <2.0 <1.0
I.I <2.0 <1.0
2.5 <2.0 <l.O
2 <2.0 <1.0
3.1 • <2.0. 1.7 •
70
-- -
I, I, I-Trichloroethane T richloroe1hytenc Vinyl chloride [kn1.enc
(ug/L) (ug/L) (ug/L) (ug/L)
<1.0 6.4 <1.0 <1.0
<!.O <LO <1.0 <1.0
<1.0 5.3 <1.0 <1.0
<1.0 <!.O <1.0 <LO
<1.0 7.1 <1.0 <J.0
<1.0 7.7 <LO <1.0
<1.0 6.4 <1.0 <1.0
<1.0 7 <1.0 <1.0
<1.0 5.7 <LO <1.0
<1.0 . 6 <1.0 <1.0-
<1.0 24 <i.O <1.0
<1.0 II <1.0 <1.0
<1.0 15 <1.0 <1.0
<1.0 20 <1.0 <1.0
<J.0 12 <1.0 <LO
I 16 <1.0 <1.0
<1.0 19 <i.O <1.0
<1.0 14 <1.0 <1.0
<1.0 15 <i.O <J.0
I.I , 16 ' <1.0 • <1.0.
1.8. 12 <!.O <1.0-
9!E 14 <!.O 1.2
85 12 <1.0 <1.0
47 <2.0 180 <1.0
67 5.2 <2.0 2.5
48 4 8 <1.0 1.4
50 5.4 <1.0 1.2
85 68 <2.0 <2.0
40 <2.0 <2.0 <2.0
35 <5 <5 <5
49 3.6 <1.0 <1.0
38 . 4.4 <2.0 <2.0 -
3.2 3.1 <2.0 <2.0
1.7 2.5 <2.0 <2.0
1.8 2.3 <1.0 <LO
1.9 3.4 <1.0 <1.0
2.7 4.3 <1.0 <1.0
2.9 4.7 <1.0 <l.O
2.8 3.1 <!.O <1.0
3 4.4 <J.O <1.0
2.6 2.8 <1.0 <J,0
2.4. 4.3 • <1.0. <1.0-
,oo 2.8
liiiiii iiiiil liiii iiii iiiii llii
\\'ell Date Toluene To1al X)·lcncs Acetone
Number (ug/L) (ug/L) (ug/L)
U11p~r ~a..'Wy
M\\'21 2/14/96 • <1.0 <3.0 <IO
5/2/96 • <1.0 <3.0 <JO
7/30/96' <1.0 <J.O <JO
l 117/96' 1.4 <).0 <IO
2/4/97 ' <1.0 <J.0 <JO
5112/97 • <1.0 <3.0 <10
8/6/97 • <LO <3.0 <JO
11/11/97 <1.0 <3.0 <JO
216/98, <1.0 <3.0 <IO
SIS/98 • <1.0. <3.0 • <JO.
MW 23 2/15/96, <1.0 <3.0 20
5/3/96 • <1.0 <3.0 <JO
(DUP) 5/3/96' <1.0 <3.0 <10
7/30/96, <1.0 <3.0 <20
l 1/6/96• I <3.0 <IO
2/.J/97 • <1.0 <3.0 <JO
5/12/97, <1.0 <3.0 <IO
8/6/97 , <l.O <3.0 <IO
\ l/! J/97 • <LO <3.0 <JO
2/S/98 , <1.0• <3.0' <10 •
S/5198 , <1.0. <3.0. <IO
Lower l\1acon
MW 13 2/1.J/96· <1.0 <3.0 <JO
(DL) 2/14/96 • <1.0 <3.0 <10
512196 ' <1.0 <3.0 <JO
7/30/96 · <2.0 <6.0 <JO
11/6/96 · <1.0 <3.0 <10
2/4/97 · <1.0 <3.0 <JO
5/12/97, <2.0 <6.0 <20
8/6/97 • <2.0 <6.0 <20
l 1/11/97' <5 <15 <50
2/S/98 <1.0 <3.0 <10
5/6/98 • <2.0 · <6.0 • <20'
MW 22 2/1-1/96 • <2.0 <6.0 <20
5/2/96, <2.0 <6.0 <20
7/30/96 • <1.0 <3.0 <JO
11/6/96 , <1.0 <3.0 <JO
2/.J/97 <1.0 <3.0 <JO
5/12/97 , <1.0 <3.0 <JO
8n/97 • <1.0 <3.0 <JO
11/1 !/97 ' <l.O <3.0 <JO
2/5/98 • <1.0 <3.0 <JO
5/6/98• <1.0• <3.0· <IO.
Rerned1al10n Performance Standard 1000 400 3500
NA= Not Analpcd DI.= Diluti
----Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County, North Carolina
Chromium Barium lkryllium Manganese Nield
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<IO <50 <S.O 6.3 <40
<JO <50 <5.0 <5.0 <40
<JO <50 <5.0 <5.0 <40
<JO <50 <5,0 8.3 <40
<JO <JO" <5.0 <5.0 <40
<JO <50 <5.0 <5.0 <40
<JO <50 <5.0 <5.0 <40
<JO <50 <5.0 <5.0 <40
<IO <50 <S.O <5.0 <40
<\O. <SO· <S.O • <5.0 • <40.
49 230 5.3 1200 <40
29 170 <5.0 900 <40
<IO <50 <5.0 <5.0 <40
<IO <50 <5.0 79 <40
<10 <50 <5.0 49 <40
<JO <JO <5.0 " <-10
<JO <50 <5.0 41 <40
<JO <50 <5.0 82 <40
<JO <50 <5.0 41.1 <40
<JO, <50 · <S.O • 31 • <-10 •
<JO <50 · <5.0 • 36 • <-10.
27 550 <5.0 870 <40
<10 <50 <5.0 <5.0 <40
20 780 <5.0 1000 <40
27 960 5.5 1500 <40
16 520 <5.0 760 <40
14 570 <5.0 850 <40
14 280 <5.0 320 <40
15 560 <5.0 760 <40
11.9 356 <5.0 440 <40
II 310 <5.0 390 <-10
<IO• 140• <5.0 •. 130 <40 o.
" 270 <5.0 2200 <40
13 110 <5.0 780 <-10
13 73 <5.0 650 <40
<10 <50 <5.0 270 <40
II 93 <5.0 760 <40
17 67 <5.0 480 <-10
<JO 71 <5.0 520 <40
<JO <50 <5.0 245 <-10
II 79 <5.0 630 <-10
15 • 100• <5.0-770• <40•
50 IOOO 50 100
---- --
Vnnndium Zinc Cadmium Lend /.lercwy Cyanilk Snspemlcd Solids
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
<50 <20 <0J0 <J.O NA <10 9
<50 .<20 <0.30 20 NA <JO 9
<50 <20 <0.30 <J.O NA NA <5.0
<50 <20 <0.30 <3.0 NA NA II
<50 <20 <0.30 <3.0 NA NA <S.O
<50 <20 <0.30 <3.0 NA NA <S.O
<50 <20 <0.30 <3.0 NA NA <S.O
<50 <20 <1.0 <3.0 NA NA <5.0
<50 <20 <0.30 <3.0 NA NA <S.O
<SO· <20 • <0.30 <3.0. NA-NA· <5.0
120 260 <0.)0 28 0.22 <IO I.JOO
87 150 <0.30 21 <0.20 <IO 340
<50 <20 <0.30 <3.0 <0.20 <JO <5.0
<50 " <0,30 3.5 <0.20 NA 38
<50 <20 <0.)0 <3.0 <0.20 NA 20
<50 <JO <0.30 <3.0 <0.20 NA 15
<50 <20 <0.30 <3.0 0.08 NA 140
<50 <20 4.7 470 <0.20 NA 19
<50 <20 <LO <3.0 NA NA 12
<SO, <20. <0.30 • <3.0. <0.20, NA• <5.0 ,
<50 • <20 # <0.30 • <3.0 <0.20 · NA· 9.
" 120 <0.30 17 1.7 <JO 910
<50 <20 <0.30 <3.0 <0.20 <10 <5.0
79 160 <0.30 20 1.4 <JO 2100
110 260 0.3 I 33 0.53 NA 2000
60 110 <0.30 13 <0.20 NA 730
" 130 <0.30 16 O..J2 NA 870
<50 " <0.30 6.2 0.53 NA 400
60 [,10 <0.30 8.7 0.31 NA 1200
<50 93 <1.0 5.5 <0.20 NA 84 •
<50 82 <0.30 7.3 0.37 NA 150
<50 . 46 <0.30-<).0 • <0.20 • NA· 17 •
160 260 <0.30 39 NA <JO 800
" 96 <0.30 15 NA <IO 230
<50 96 <0.30 15 NA NA 260
<50 39 <0.30 43 NA NA 170
<50 93 <0.30 12 NA NA 260
<50 67 <0.30 9.3 NA NA 300
<50 60 <0.30 7.6 NA NA 240
<50 37.7 <1.0 <3.0 NA NA 130
<50 " <0.3 10 NA NA 3)0
<50 • 82 · <0.3. 10 • NA· NA· 290
50 5000 15 I.I
I
I
I
!Sample Date Chloroform 1,2-Dichloroethene Trichloroethene Toluene
I :Location mg/m3 mg/m3 mg/m3 mg/m3
VE-01 2/22/96. <10 <10 <10 <10
6/5/96 · <JO <10 <10 <10
I 7/1/96 · <10 <10 <JO <10
11/8/96. <10 <10 <10 <10
6/23/97. <10 <10 <10 <JO
I 11/13/97-<2.0 · 2.3 • <2.0 . <2.0 ·
OW-I 2/22/96, <10 <10 <10 <10
6/5/96 · <10 <10 <JO <10
I 7/1/96 • <JO <10 <10 <JO
11/8/96 · <10 <10 <JO <JO
6/23/97 • <10 <10 <JO <JO
11/13/97• <2.0 <2.0 <2.0 <2.0 ·
0 OW-2
OW-3 2/22/96, <10 80 <10 <JO
6/5/96 · <JO <10 <10 <10
0 7/1/96 · 230 <10 <10 <JO
11/8/96 • <10 <JO <10 <10
6/23/97 · <JO <JO <JO <10
u 11/13/97· <2.0, <2.0 <2.0 · <2.0
OW-4
OW-5 2/22/96· <JO 380 <10 <10
I 615/96 · <JO <JO <10 <JO
11/8/96 • <10 <JO <10 <JO
6/23/97 · <JO <10 <10 <JO
11/13/97, <2.0 <2.0 <2.0 <2.0
I SVE Exhaust 2/14/96, <JO <JO <10 45
2115196 · <JO <JO <10 43
2/16/96. <IO <10 <10 73
I 4/3/96 <JO <10 <10 <10
615196 <10 <10 <10 <10
7/1/96 <10 <10 <10 <JO
I 8/1/96 <10 <10 <10 <10
2/5/97 <10 <10 <10 <10
6/23/97 , <10 <10 <10 <10
I 8/7/97 · <2.0 <2.0 <2.0 <2.0
11/13/97 · <2.0 <2.0 <2.0 <2.0
2/6/98 · <2.0 <2.0 <2.0 <2.0
5/7/98 · <2.0 · <2.0 · <2.0 · <2.0 · I ISVE Inlet Line 6/5/96 · 57 <JO <10 <10
7/1/96 ' <10 <JO <10 <10
I Note:
W-2 and OW-4 are not connected to system
SVE inlet line discontinued
I
I /
I
I
I
!Sample Date Chloroform 1,2-Dichloroethene Trichloroethene Toluene
I :Location mg/m3 mg/m3 mg/m3 mg/m3
Upper Dockery Air Stack 2/16/96 , <IO <IO <IO <IO
4/3/96 , <IO <IO <IO <IO
I 615/96 , <IO <IO <IO <IO
7/1/96 · <IO <IO <10 <IO
8/1/96 · <10 <IO <IO <IO
I 11/8/96 • <IO <IO <IO <IO
2/5/97 • <IO <10 <IO <IO
5/12/97 · <IO <10 <IO <IO
D 8/7/97 , <2.0 <2.0 <2.0 <2.0
11/13/97· <2.0 <2.0 <2.0 <2.0
2/6/98 • <2.0 <2.0 <2.0 <2.0
5/7/98· <2.0 <2.0 <2.0 <2.0
I Lower Dockery Air Stack 4/3/96 , <IO <IO <10 <10
8/1/96 , <IO <IO <10 <10 • 11/8/96 , <IO <10 <10 <10
5/12/97 · <10 <IO <IO <IO
11/13/97, <2.0 <2.0 <2.0 <2.0
I 2/6/98 · <2.0 <2.0 <2.0 <2.0
5/7/98 , <2.0 · <2.0 • <2.0 · <2.0 ·
I Macon Source Air Stack 2/16/96 · <IO <IO <IO <IO
4/3/96 · <IO <IO <10 <IO
513196 • <IO <10 <10 <IO
615196 . 50 <10 <10 <IO I 7/1/96 · <IO <IO <10 <IO
8/1/96 · <10 <IO <IO <IO
I 1/8/96 ' <IO <IO <IO <IO
I 2/5/97 · <IO <IO <IO <IO
5/12/97, <IO <IO <IO <IO
8/7/97 , <2.0 <2.0 <2.0 <2.0
I I 1/13/97, <2.0 <2.0 <2.0 <2.0
2/6/98 , <2.0 <2.0 <2.0 <2.0
5/7/98 • <2.0 · <2.0 <2.0 <2.0 ·
I U/L Macon Air Stack 2/16/96 · <IO <10 <10 <IO
5/3/96 · <IO <IO <10 <IO
I 6/5/96 · <10 <IO <IO <10
7/1/96 , 850 <IO 29 <IO
8/1/96 · <IO <IO <IO <IO
11/8/96 · <IO <IO <IO <IO
I 2/5/97 • <IO <IO <IO <IO
5/12/97, <IO <IO <IO <IO
8/7/97 , <2.0 <2.0 <2.0 <2.0
I I 1/13/97, <2.0 <2,0 <2,0 <2.0
2/6/98 , <2.0 <2.0 <2.0 <2.0
5/7/98 , <2.0 <2.0 <2.0 · <2.0 ·
I
I
I
I
I
I
Date Chloroform 1,2-Dichloroethenc Trichloroethenc Toluene
I Property Line
mg/m3 mg/m3 mg/m3 mg/m3
2/16/96 · <10 <10 <10 <IO
4/3/96 · <IO <10 <IO <10
I 5/3/96 · <10 <IO <10 <10
6/5/96 · <10 <10 <10 <10
7/1/96 ' <10 <10 <10 <10
0 8/1/96 , <IO <IO <10 <10
11/8/96 · <IO <10 <10 <10
2/5/97 · <10 <IO <10 <10
I 5/12/97· <10 <10 <10 <10
8/7/97 , <2.0 <2.0 <2.0 <2.0
11/13/97. <2.0 <2.0 <2.0 <2.0
2/6/98 . <2.0 <2.0 <2.0 <2.0
I .s-/J/H•,,
rt.,,A:~ ~
I
I
I
I
I
I
I
I
I
I
I
I Well Date Sun'cycd Depth to Cor-rccted
Number Casing Groundwater Groundwater
EleYation (ft) (ft) Elevation (ft)
I Upper
Dockery
MW 15• 2/12/96 257.10 36.47 220.63
I 2/14/96 257.10 36.96 220.14
2/15/96 257.10 37.43 219.67
2/23/96 257.10 38.80 218.30
2/28/96 257.10 37.07 220.03
I 5/2/96 257.10 38.08 219.02
6/5/96 257.10 37.04 220.06
7/1/96 257.10 38.76 218.34
7/31/96 257.10 40.25 216.85
I 11/8/96 257.10 38.56 218.54
2/5/97 257.10 37.45 219.65
5/12/97 257.10 37.07 220.03
8/5/97 257.10 38.66 218.44
D 11/12/97 257.10 42.23 214.87
2/4/98 257.10 33.45 223.65
5/5/98 257. IO 33.55 223.55
0 MW 15A 2/12/96 257.29 34.77 222.52
5/2/96 257.29 36.02 221.27
6/5/96 257.29 35.96 221.33
7/1/96 257.29 36.89 220.40
I 7/31/96 257.29 38.20 219.09
11/8/96 257.29 36.16 221.13
2/5/97 257.29 35.53 221.76
5/12/97 257.29 35.33 221.96
I 8/5/97 257.29 36.88 220.41
11/12/97 257.29 40.04 217.25
2/4/98 257.29 31.91 225.38
5/5/98 257.29 3 1.97 225.32
I MWI8 2/12/96 242.54 30.99 211.55
2/14/96 242.54 32.80 209.74
2/15/96 242.54 33.62 208.92 I 5/2/96 242.54 34.40 208.14
6/5/96 242.54 32.30 210.24
7/1/96 242.54 34.02 208.52
I 7/31/96 242.54 36.50 206.04
11/8/96 242.54 37.96 204.58
2/5/97 242.54 35.13 207.41
5/12/97 242.54 34.03 208.51
I 8/5/97 242.54 33.90 208.64
11/12/97 242.54 37.84 204.70
2/4/98 242.54 30.26 212.28
5/5/98 242.54 36.90 205.64
I MW20 2/12/96 265.15 24.34 240.81
2/14/96· 265.15 25.34 239.81
2/15/96 265.15 25.65 239.50
I 5/2/96 265.15 22.47 242.68
6/5/96 265.15 27.25 237.90
7/1/96 265.15 27.80 237.35
7131/96 265. 15 28.78 236.37
I 11/8/96 265.15 20.12 245.03
2/5/97 265. I 5 25.96 239.19
5/12/97 265.15 24.95 240.20
8/5/97 265. 15 24.15 241.00
I 11112/97 265.15 26.35 238.80
2/4/98 265.15 16.95 248.20
5/5/98 265.15 19.32 245.83
I Page 1 of 13 ,/
I
I Well Date Surveyed Depth lo Corn:cted
Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (ft)
I MW25* 2/12/96 227.33 26.90 200.43
2/14/96 227.33 26.79 200.54
2/l 5/96 227.33 26.83 200.50
I
2123/96 227.33 27.80 199.53
2/28/96 227.33 26.09 201.24
5/2/96 227.33 25.43 201.90
6/5/96 227.33 25.55 201.78
I 7/1/96 227.33 26.26 201.07
7/31/96 227.33 27.38 199.95
11/8/96 227.33 26.29 201.04
2/5/97 227.33 25.27 202.06
I 5/13/97 227.33 23.77 203.56
8/5/97 227.33 26.30 201.03
11/12/97 227.33 25.52 201.81
214/98 227.33 25.46 201.87
m
515198 227.33 21.28 206.05
UD-1 6/5/96 251.50 81.78 169.72
7/1/96 251.50 43.30 208.20 g 7/3 1/96 25 l.50 83.70 167.80
11/8/96 251.50 79.02 172.48
2/5/97 251.50 81.92 169.58
5/13/97 251.50 82.36 169.14
D 8/5/97 251.50 38.02 213.48
11/12/97 251.50 41.01 210.49
214/98 251.50 33.76 217.74
5/5/98 251.50 35.3 1 216.19
D Upper
Dockery
I UD-2 6/5/96 251.42 38.27 213.15
7/1/96 251.42 38.91 212.51
7/3 l/96 251.42 41.l5 210.27
11/8/96 25 1 .42 41.06 210.36
I 2/5/97 251.42 75.03 176.39
5/13/97 251.42 78.95 172.47
8/5/97 25 l.42 39.13 212.29
11/12/97 25 1 .42 42.18 209.24
I 2/4/98 25 l.42 35.42 216.00
5/5/98 251.42 37.41 214.01
UD-3 6/5/96 249.66 86.42 163.24
I 7/1/96 249.66 44.52 205.14
7/31/96 249.66 86.69 162.97
11/8/96 249.66 65.81 183.85
215/97 249.66 40.12 209.54
I 5/13/97 249.66 38.95 210.71
8/5/97 249.66 39.16 210.50
11/12/97 249.66 42.42 207.24
2/4/98 249.66 35.32 214.34
I 5/5/98 249.66 84.67 164.99
UD--1 6/5/96 239.07 92.60 146.47
7/1/96 239.07 35.82 203.25
I 7/31/96 239.07 92.37 146.70
11/8/96 239.07 83.45 155.62
215/97 239.07 93.40 145.67
5/13/97 239.07 94.10 144.97 I 8/5/97 239.07 30.77 208.30
11/12/97 239.07 34.04 205.03
2/4/98 239.07 26.70 212.37
I 5/5/98 239.07 88.35 150.72
Page2of13 /
I
I Well Date Sur.:eycd Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (rt)
I UD-5 6/5/96 239.02 28.01 211.0 I
7/1/96 239.02 32.35 206.67
7/31/96 239.02 35.00 204.02
11/8/96 239.02 34.81 204.21
I 2/5/97 239.02 32.15 206.87
5/13/97 239.02 30.59 208.43
8/5/97 239.02 30.20 208.82
I 11/12/97 239.02 33.83 205.19
2/4/98 239.02 26.12 212.90
515198 239.02 70.09 168.93
D UD-6 6/5/96 240.91 29.60 211.31
7/1/96 240.91 34.20 206.71
7/31/96 240.91 32.79 208.12
11/8/96 240.91 58.25 182.66
I 2/5/97 240.91 56.03 184.88
5/13/97 240.91 30.04 210.87
8/5/97 240.91 31.05 209.86
11/12/97 240.91 34.55 206.36
I 2/4/98 240.91 26.% 214.35
5/5/98 240.91 57.83 183.08
UD-7 6/5/96 255.56 33.67 221.89
I 7/1/96 255.56 26.35 229.21
7/31/96 255.56 24.78 230.78
11/8/96 255.56 16.21 239.35
2/5/97 255.56 80.73 174.83
I 5/13/97 255.56 60.14 195.42
8/5/97 255.56 19.81 235.75
11/12/97 255.56 22.68 232.88
2/4/98 255.56 11.64 243.92
I 5/5/98 255.56 26.06 229.50
UD-8 6/5/96 259.43 34.43 225.00
7/1/96 259.43 40.21 219.22
I 7/31/96 259.43 37.50 221.93
I 1/8/96 259.43 34.24 225.19
5/13/97 259.43 33.61 225.82
8/5/97 259.43 35.27 224.16
I 11/12/97 259.43 39.24 220.19
2/4/98 259.43 29.12 230.31
5/5/98 259.43 30.46 228.97
I Lower
Dockery
:-.1w 16• 2/12/96 159.97 31.18 128.79
I 2/14/96 159.97 31.40 128.57
2/15/96 159.97 31.72 128.25
2/23/96 159.97 32.87 127.10
5/2/96 159.97 32.70 127.27
I 615196 159.97 31.79 128.18
7/1/96 159.97 31.89 128.08
7/31/96 I 59.97 33.48 126.49
11/8/96 159.97 33.45 126.52
I 2/5/97 159.97 30.13 129.84
5/13/97 159.97 33.01 126.96
8/5/97 159.97 33.74 126.23
11/12/97 159.97 33.23 126.74
I 2/4/98 159.97 29.63 130.34
515198 I 59.97 32.22 127.75
I Page 3 of 13 ✓
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (fr) (ft) Elevation (ft)
I MW24* 2/12/96 132.99 5.74 127.25
2/14/96 132.99 5.75 127.24
2/15/96 132.99 5.95 127.04
2/23/96 132.99 6.90 126.09
I 2/28/96 132.99 6.15 126.84
5/2/96 132.99 6.56 126.43
6/5/96 132.99 6.35 126.64
7/1/96 132.99 6.75 126.24
I 8/l /96 132.99 6.91 126.08
11/8/96 132.99 7.06 125.93
2/5/97 132.99 5.44 127.55
0 5/13/97 132.99 6.65 126.34
8/5/97 132.99 7.61 125.38
11/12/97 )32.99 6.86 126.13
2/4/98 132.99 4.98 128.01
I 5/5/98 132.99 6.37 126.62
LD-1 615196 161.14 32.71 128.43
7/1/96 161.14 33.52 127.62
I 7/31/96 161.14 46.27 114.87
11/8/96 161.14 56.64 )04.50
215/97 161.14 3 I.) 3 130.01
5/13/97 161.14 56.46 104.68
I 8/5/97 161.14 56.45 104.69
11/12/97 161.14 56.4 7 104.67
2/4/98 161. )4 30.48 130.66
5/5/98 161.14 55.3 105.84
I LD-2 6/5/96 154.80 26.93 127.87
7/1/96 154.80 26.98 127.82
7/31/96 154.80 35.50 119.30
I 11/8/96 154.80 55.39 99.41
2/5/97 154.80 25.28 129.52
5/13/97 154.80 54.45 100.35
8/5/97 154.80 55.49 99.31
I 11/12/97 154.80 55.48 99.32
2/4/98 154.80 25.12 129.68
5/5/98 154.80 55.02 99.78
I LD-3 6/5/96 150.02 22.64 127.38
7/1/96 150.02 22.70 127.32
7/31/96 150.02 27.75 122.27
I 11/8/96 150.02 35.18 114.84
2/5/97 150.02 20.97 129.05
5/13/97 150.02 34.81 115.21
8/5/97 150.02 36.92 113.10
I 11/12/97 150.02 44.76 105.26
2/4/98 150.02 20.64 129.38
5/5/98 150.02 37.44 112.58
I LD-4 6/5/96 148.16 20.67 127.49
7/1/96 148.16 20.83 127.33
7/31/96 148.16 24.50 123.66
11/8/96 148.16 29.59 118.57
I 2/5/97 148.16 18.96 129.20
5/13/97 148.16 29.08 119.08
8/5/97 148.16 30.04 118.12
11/12/97 148.16 32.79 115.37
I 2/4/98 148.16 18.50 129.66
5/5/98 148.16 29.36 118.80
I Page 4 of 13 /
I
I Well Date Surveyed Depth lo Corrected
i'.'umber Casing Groundwater Groundwater
Eltvation (ft} (ft) Elevation (ft)
I LD-5 6/5/96 168.03 26.49 141.54
7/1/96 168.03 34.66 133.37
7/31/96 168.03 45.48 122.55
11/8/96 168.03 45.86 122.17
I 2/5/97 168.03 25.51 142.52
5/13/97 168.03 50.26 117.77
8/5/97 168.03 45.75 122.28
I 11/12/97 168.03 45.75 122.28
2/4/98 168.03 18.73 149.30
5/5/98 168.03 45.39 122.64
n !Macon Source Arca
MW2 2/12/96 231.39 37.20 194.19
4(2196 23 1.39 38.33 193.06
5/1/96 231.39 38.78 192.61
0 6/5/96 231.39 38.96 192.43
7/1/96 231.39 40.52 190.87
8/1/96 23 1.39 43.21 I 88.18
11/8/96 231.39 41.32 190.07
I 2/4/97 231.39 38.83 192.56
5/12/97 231.39 34.71 196.68
8/5/97 23 1.39 35.36 196.03
11/12/97 231.39 41.54 189.85 • 2/4/98 231.39 37.43 193.96
5/5/98 231.39 32.78 198.61
MW2A"' 2/12/96 230.83 37.45 193.38
I 2/14/96 230.83 37.56 193.27
2/23/96 230.83 39.78 191.05
2/28/96 230.83 39.00 191.83
5/1/96 230.83 38.68 192.15 I 6/5/96 230.83 39.18 191.65
7/1/96 230.83 40.37 190.46
7/30/96 230.83 43.57 187.26
I 11/8/96 230.83 40.91 189.92
2/4/97 230.83 38.70 192.13
5/12/97 230.83 35.06 195.77
8/5/97 230.83 35.73 195.10
I 11/12/97 230.83 41.25 189.58
2/4/98 230.83 37.22 193.61
5/5/98 230.83 32.66 198.17
I MWJ 2/12/96 220.67 26.60 194.07
5/1/96 220.67 28.35 192.32
6/5/96 220.67 28.16 192.51
7/1/96 220.67 29.86 190.81
I 8/1/96 220.67 30.01 190.66
11/8/96 220.67 28.57 192.10
2/4/97 220.67 26.03 194.64
5/12/97 220.67 27.50 193.17
I 8/5/97 220.67 26.08 I 94.59
11/12/97 220.67 28.51 192.16
2/4/98 220.67 23.79 196.88
515198 220.67 21.44 199.23
I
I
I Page5of13 I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I MW5 2/12196 234.51 37.62 196.89
412196 234.51 37.94 196.57
511196 234.51 38.02 196.49
6/5196 234.51 38.00 196.51
I 711/96 234.51 39.69 194.82
811/96 234.51 39.50 195.01
11/8/96 234.51 37.17 197.34
2/4/97 234.51 35.29 199.22
I 5/12/97 234.51 33.60 200.91
8/5/97 234.51 36.05 198.46
11/12/97 234.51 38.44 196.07
I
2/4/98 234.51 32.77 201.74
515198 234.51 28.49 206.02
MW6 2/12/96 237.13 39.79 197.34
D 412/96 237.13 41.61 195.52
511/96 237. 13 41.90 195.23
6/5/96 237.13 39.05 198.08
7/1/96 237.13 41.72 195.41
I 7/30/96 237.13 44.27 192.86
11/8/96 237.13 44.05 193.08
2/4/97 237.13 39.08 198.05
5/12/97 237.13 38.53 198.60
I 8/5/97 237.13 39.86 197.27
11/12/97 237.13 43.73 193.40
2/4/98 237.13 40.43 196.70
5/5/98 237.13 33.82 203.31
I MW7 2/12/96 228.4 I 35.57 192.84
412/96 228.41 36.23 192.18
5/1/96 228.41 36.63 191.78
I 6/5/96 228.41 37.05 191.36
7/1/96 228.41 38.32 190.09
8/1/96 228.41 38.26 190.15
11/8/96 228.41 38.69 189.72
I 2/4/97 228.41 36.60 191.81
5/12/97 228.41 33.34 195.07
8/5/97 228.41 33.96 194.45
11/12/97 228.4 I 39.10 189.31
I 2/4/98 228.41 34.80 193.61
5/5/98 228.41 30.41 198.00
I jMacon Source Area
MW8 2/12/96 234.54 39.98 194.56
412/96 234.54 40.07 194.47
5/1/96 234.54 41.0 I 193.53
I 615196 234.54 41.51 193.03
711/96 234.54 43.26 191.28
8/1/96 234.54 43.88 190.66
2/4/97 234.54 42.76 191.78
I 5/12/97 234.54 37.15 197.39
8/5/97 234.54 38.69 195.85
11/12/97 234.54 42.24 192.30
2/4/98 234.54 36.18 198.36
I 5/5/98 234.54 32.60 201.94
I
I Page 6 of 13 j
I
I Well Date Surveyed Depth to Cor-rectcd
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I MW8A 2112/96 234.44 44.83 189.61
4/2/96 234.44 45.53 188.91
5/1/96 234.44 45.81 188.63
6/5/96 234.44 45.73 188.71
I 7/1/96 234.44 49.12 I 85.32
8/1/96 234.44 46.92 187.52
2/4/97 234.44 44.27 190.17
I 5/12/97 234.44 44.93 189.51
8/5/97 234.44 45.82 188.62
11/12/97 234.44 47.68 186.76
2/4/98 234.44 33.47 200.97
I 5/5/98 234.44 39.18 195.26
MW9• 2/12/96 254.08 46.60 207.48
2/14/96 254.08 46.70 207.38
I 2115/96 254.08 47.68 206.40
2/23/96 254.08 44.03 210.05
2128196 254.08 46.04 208.04
5/1/96 254.08 43.55 210.53
I 6/5/96 254.08 42.89 211.19
7/1/96 254.08 42.84 211.24
7/30/96 254.08 42.30 211.78
1118/96 254.08 40.65 213.43
I 2/4/97 254.08 41.68 212.40
5/12197 254.08 41.57 212.51
815/97 254.08 43.38 210.70
11/12/97 254.08 43.24 210.84
D 2/4/98 254.08 38.80 215.28
5/5/98 254.08 35.43 218.65
MWIO 2/12196 265.51 41.03 224.48
I 2115/96 265.5 I 40.88 224.63
4/2196 265.51 36.98 228.53
5/1/96 265.51 35.76 229.75
6/5196 265.51 35.90 229.61 I 7/1/96 265.5 I 35.96 229.55
7/30/96 265.51 35.98 229.53
11/8196 265.51 33.31 232.20
214/97 265.5 I 34.13 231.38 I 5/12/97 265.51 33.64 231.87
8/5/97 265.51 36.87 228.64
11/12/97 265.51 38.41 227.10
I 2/4/98 265.51 27.34 238.17
5/5/98 265.51 26.19 239.32
MW 11* 2112/96 271.92 30.72 241.20
I 2/23196 271.92 31.00 240.92
2/28/96 271.92 30.00 241.92
5/1/96 271.92 JO.JI 241.61
6/5196 271.92 31.41 240.51
I 7/1/96 271.92 32.92 239.00
7/30196 271.92 34.42 237.50
1118196 271.92 27.60 244.32
2/4/97 271.92 27.26 244.66
I 5/12/97 271.92 25.72 246.20
8/5/97 271.92 30.63 241.29
11/12/97 271.92 34.08 237.84
2/4/98 271.92 19.95 251.97
I ;/5/98 271.92 20.88 251.04
I Page 7 of 13 I
I
I Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I MW !IA 2/12/96 270.28 30.22 240.06
4/2/96 270.28 27.05 243.23
511196 270.28 28.05 242.23 • 6/5/96 270.28 30.62 239.66
7/1/96 270.28 32.15 238.13
7/30/96 270.28 33.11 237.17
11/8/96 270.28 27.15 243.13
I 2/4/97 270.28 26.94 243.34
5112/97 270.28 25.35 244.9]
8/5/97 270.28 29.60 240.68
11/12/97 270.28 33.25 237.03
g 2/4/98 270.28 19.90 250.38
5/5/98 270.28 20.35 249.93
Macon Source Arca
D MW 19* 2/12/96 236.89 38.49 198.40
2/14/96 236.89 38.82 198.07
2/23/96 236.89 40.90 195.99
2/28/96 236.89 40.50 I 96.39
I 5/1/96 236.89 38.44 198.45
6/5/96 236.89 37.91 198.98
7/1/96 236.89 39.23 197.66
7/30/96 236.89 39.65 197.24
I 11/8/96 236.89 37.10 199.79
2/4/97 236.89 35.33 201.56
5/12/97 236.89 33.37 203.52
8/5/97 236.89 36.45 200.44
I 11/12/97 236.89 38.38 198.51
2/4/98 236.89 33.02 203.87
5/5198 236.89 27.69 209.20
I UMS-1 6/5/96 238.96 44.15 194.81
7/1/96 238.96 44.70 194.26
7/30/96 238.96 58.60 I 80.36
I 11/8196 238.96 58.88 180.08
2/4/97 238.96 39.85 199.11
5/12/97 238.96 40.80 198.16
8/5/97 238.96 49.19 189.77
I 11/12/97 238.96 54.30 184.66
2/4/98 238.96 40.65 198.31
5/5/98 238.96 43.38 195.58
I UMS-2 6/5/96 236.31 64.75 171.56
7/1/96 236.J I 57.60 178.71
7/30/96 236.31 64.58 171.73
11/8/96 236.31 65.40 170.91
I 2/4/97 236.31 62.15 174.16
5/12/97 236.31 37.95 I 98.36
8/5/97 236.3 I 38.56 197.75
11/12/97 236.31 63.59 172.72
I 2/4/98 236.3 I 56.75 179.56
5/5/98 236.31 49.99 I 86.32
I
I
I Page 8 of 13 I
I
I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elnation (ft)
I UMS-3 6/5/96 235.75 43.46 192.29
7/1/96 235.75 72.78 162.97
7/30/96 235.75 72.87 162.88
11/8/96 235.75 73.13 162.62
I 2/4/97 235.75 42.68 193.07
5/12/97 235.75 71.80 163.95
8/5/97 235.75 72.88 162.87
I 11/12/97 235.75 62.98 172.77
2/4/98 235.75 72.50 163.25
5/5/98 235.75 38.95 196.80
I UMS-4 615196 236.53 75.66 160.87
7/1/96 236.53 76.58 159.95
7/30/96 236.53 76.98 159.55
11/8/96 236.53 76.44 160.09
I 2/4/97 236.53 36.60 199.93
5/12/97 236.53 33.55 202.98
8/5/97 236.53 77.68 158.85
11/12/97 236.53 38.40 198.13
D 2/4/98 236.53 77.88 158.65
5/5/98 236.53 58.44 178.09
UMS-5 6/5/96 257.62 82.55 175.07
I 7/1/96 257.62 81.00 176.62
7/30/96 257.62 82.87 174.75
11/8/96 257.62 79.92 177.70
2/4/97 257.62 82.95 174.67
I 5/12/97 257.62 41.49 216.13
8/5/97 257.62 82.62 175.00
11/12/97 257.62 81.89 175.73
2/4/98 257.62 81.93 175.69
I 5/5/98 257.62 39.22 218.40
Upper
Macon
I MW2t• 2/14/96 155.52 14.52 141.00
2/23/96 155.52 15.60 139.92
2f28/96 155.52 14.65 140.87
I 5fl/96 155.52 14.38 141.14
615196 155.52 15.4 7 140.05
7/30/96 155.52 7.02 148.50
11/7/96 155.52 14.62 140.90
I 2/4/97 155.52 14.48 141.04
5/12/97 155.52 14.44 141.08
8/5/97 155.52 15.25 140.27
11/12/97 155.52 15.79 139.73
I 2/4/98 155.52 13.98 141.54
5/5/98 155.52 12.27 143.25
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I Page 9 of 13 ✓
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I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I MW23" 2/14/96 155.54 4.45 151.09
2/23/96 155.54 5.73 149.81
2/28/96 155.54 4.07 151.47
5/3/96 155.54 5.19 150.35
I 6/5/96 155.54 5.59 149.95
7/1/96 155.54 7.56 147.98
7/30/96 155.54 7.72 147.82
I
11/6/96 155.54 6.19 149.35
2/4/97 155.54 4.99 150.55
5/12/97 155.54 5.88 149.66
8/5/97 155.54 5.32 150.22
I 11/12/97 155.54 6.47 149.07
2/4/98 155.54 3.67 151.87
5/5/98 155.54 4.11 151.43
I UM-I 615196 183.68 37.01 146.67
7/1/96 183.68 36.47 147.21
7/30/96 183.68 41.10 142.58
11/8/96 183.68 39.44 144.24
I 2/4/97 183.68 39.36 144.32
5/12/97 183.68 40.46 143.22
8/5/97 183.68 42.03 141.65
11/12/97 183.68 30.86 152.82
I 2/4/98 183.68 45.99 137.69
515198 183.68 44.93 138. 75
UM-2 6/5/96 194.13 43.02 151.11
I 7/1/96 194.13 47.95 146.18
7/30/96 194.13 47.33 146.80
11/8/96 194.13 45.41 148.72
2/4/97 194.13 45.51 148.62
I 5/12/97 194.13 46.24 147.89
8/5/97 194.13 45.72 148.41
11/12/97 194.13 40.01 154.12
2/4/98 194.13 49.57 144.56
I 5/5/98 194.13 48.14 145.99
UM-3 6/5/96 180.35 32.17 148.18
7/1/96 I 80.35 32.18 148.17
I 7/30/96 180.35 32.36 147.99
11/8/96 180.35 32.3 l 148.04
214/97 180.35 32.27 148.08
I 5/12/97 180.35 32.25 148.10
815197 180.35 32.27 148.08
l 1/12/97 180.35 19.81 l 60.54
214/98 180.35 72.50 107.85
I 5/5/98 180.35 32.24 148.l l
UM-4 6/5/96 171.91 21.85 150.06
7/1/96 l 71.91 2 l.l 0 150.81
I 7/30/96 171.91 27.55 144.36
l l/8/96 171.91 24.52 147.39
2/4/97 171.91 25.62 146.29
5/12197 171.91 31.98 139.93
I 8/5/97 l 71.91 30.54 141.37
11/12/97 171.91 9.4 l 162.50
2/4/98 171.91 38.19 133.72
5/5/98 171.91 45.78 126.13
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I Page 10 of 13 I
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I Well Date Surveyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (ft) • UM-5 615196 168.32 11.77 I 56.55
7/1/96 168.32 12.13 156.19
7/30/96 168.32 16.92 151.40
11/8/96 168.32 13.85 154.47
I 2/4/97 168.32 14.92 I 53.40
5/12197 168.32 16.15 152.17
8/5/97 168.32 13.65 154.67
11/12/97 168.32 6.09 162.23 g 214/98 168.32 14.03 154.29
5/5/98 168.32 17.38 150.94
I UM-6 6/5/96 173.05 11.72 161.33
7/1/96 173.05 13.23 .159.82
7/30/96 173.05 17.58 155.47
11/8/96 173.05 14.40 158.65
I 214/97 173.05 14.79 158.26
5/12/97 I 73.05 15.26 157.79
8/5/97 173.05 14.45 158.60
11/12/97 173.05 9.84 163.21
I 214/98 I 73.05 10.51 162.54
5/5/98 173.05 11.30 161.75
UM-7 6/5/96 187.29 54.45 132.84
I 7/1/96 187.29 54.58 132.71
7/30/96 187.29 54.59 132.70
11/8/96 187.29 55.00 132.29
214/97 187.29 54.73 132.56
I 5/12/97 187.29 55.34 I 31.95
8/5/97 187.29 54.78 132.51
11/12/97 187.29 19.96 167.33
214/98 187.29 54.75 132.54
I 5/5/98 187.29 54.73 132.56
Lower
Macon
I MW4 2114/96 184.21 40.79 143.42
4/2/96 184.21 46.08 138.13
5/2196 184.21 45.72 138.49
I 6/5196 184.21 43.29 140.92
7/1/96 184.21 42.09 142.12
7/30/96 184.21 45.71 138.50
11/8/96 184.21 46.35 137.86
I 214/97 184.21 40.86 143.35
5/12/97 184.21 44.15 140.06
8/5/97 184.21 44.08 140.13
11/12/97 184.21 41.79 142.42
I 2/4/98 184.21 42.77 141.44
5/5/98 184.21 40.60 143.61
MW 12 2/14/96 171.98 24.87 147.11
I 4/2196 171.98 26.18 145.80
512/96 171.98 26.09 145.89
6/5/96 171.98 25.97 146.01
7/1/96 171.98 27.37 144.61
I 7/30/96 171.98 27.55 144.43
11/8/96 171.98 26.24 145.74
2/4/97 171.98 24.38 147.60
5/12/97 171.98 25.27 146.71
m 8/5/97 171.98 25.66 146.32
11/12/97 171.98 25.74 146.24
2/4/98 171.98 22.58 149.40
5/5/98 171.98 23.02 148.96
I Page 11 of 13 I
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I Number Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (ft)
I MW J3-t 2/14/96 188.67 49.22 139.45
2/23/96 I 88.67 50.20 138.47
2/28/96 I 88.67 49.25 139.42
I 4/2/96 I 88.67 50.85 137.82
5/2/96 188.67 51.38 137.29
6/5/96 188.67 49.88 138.79
7/1/96 188.67 50.55 138.12
I 7/30/96 188.67 51.59 137.08
11/8/96 188.67 52.15 136.52
2/4/97 188.67 49.40 139.27
5/12/97 188.67 49.42 139.25
I 8/5/97 188.67 49.32 139.35
I 1/11/97 188.67 50.29 138.38
2/4/98 188.67 48.25 140.42
5/5/98 188.67 42.56 146.1 I u MW 14 2/14/96 I 77.34 34.24 143.10
4/2/96 177.34 dcy dcy
5/2/96 177.34 dcy dcy
I ,, 6/5/96 I 77.34 35. 19 142.15
7/1/96 I 77.34 dry dcy
7/30/96 I 77.34 dcy dcy
11/8/96 I 77.34 dcy dcy
I 2/4/97 . I 77.34 34.63 142.71
5/12/97 I 77.34 dcy dcy
8/5/97 177.34 dcy dcy
' JJ/li/97 I 77.34 dcy dcy
I 2/4/98 I 77.34 34.09 143.25
5/5/98 177.34 33.80 143.54
MW14R 2/14/96 I 75.95 34.50 141.45
I · 4/2/96 I 75.95 38.81 137.14
5/2/96 I 75.95 39.27 136.68
6/5/96 I 75.95 38.85 137.10
I 7/1/96 175.95 37.98 137.97
7/30/96 I 75.95 40.03 135.92
I 1/8/96 I 75.95 40.39 135.56
2/4/97 175.95 35.60 140.35
I 5/12/97 I 75.95 38.74 137.21
8/5/97 I 75.95 37.61 138.34
11/1 1/97 rn.95 37.09 138.86
2/4/98 I 75.95 35.81 140.14
I 5/5/98 I 75.95 35.65 140.30
MW22• 2/14/96 128.25 5.73 122.52
2/23/96 128.25 6.76 121.49
I 2/28/96 128.25 5.59 122.66
512196 128.25 6.87 121.38
6/5/96 128.25 7.05 121.20
7/1/96 128.25 6.78 121.47
I 7/30/96 128.25 2.3 I 125.94
I 1/8/96 128.25 6.96 121.29
2/4/97 128.25 6.03 122.22
5112/97 128.25 6.80 121.45
I 8/5/97 128.25 6.56 121.69
I Ill 1/97 128.25 6.24 122.01
2/4/98 128.25 5.64 122.61
5/5/98 128.25 5.92 122.33
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I Page 12 of 13 /
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I Well Date Sur.·eyed Depth to Corrected
Number Casing Groundwater Groundwater
Elevation (ft) (fl) Elevation (rt)
I :Macon !Lower
LM-1 6/5/96 175.68 69.79 105.89
I 7/1/96 175.68 38.61 137.oJ
7/30/96 175.68 69.78 105.90
I 1/8/96 175.68 70.04 105.64
2/4/97 175.68 36.12 139.56
I 5/12197 175.68 68.90 106.78
8/5/97 175.68 69.94 105.74
I 1/11/97 175.68 38.3 I 137.37
2/4/98 175.68 69.65 106.03
D 5/5/98 175.68 69.87 105.81
LM-2 6/5/96 157.20 62.06 95.14
7/1/96 157.20 25.08 132.12
I 7/30/96 157.20 58.36 98.84
11/8/96 157.20 62.16 95.04
2/4/97 157.20 25.98 131.22
5/12/97 157.20 63.50 93.70
I 8/5/97 157.20 56.96 100.24
I Ill 1/97 157.20 26.86 130.34
2/4/98 157.20 53.33 103.87
515198 157.20 43.23 113.97
I LM-3 6/5/96 157.09 61.16 95.93
7/1/96 157.09 27.78 129.31
7/30/96 157.09 49.40 107.69
I I 1/8/96 157.09 67.24 89.85
2/4/97 157.09 27.11 129.98
5/12/97 157.09 57.52 99.57
I 8/5/97 157.09 42.42 114.67
I 1/11/97 157.09 27.78 129.31
2/4/98 157.09 43.27 I 13.82
5/5/98 157.09 33.48 123.61
I LM-4 6/5/96 166.84 68.60 98.24
7/1/96 166.84 37.72 129.12
7/30/96 166.84 56.91 109.93
I 11/8/96 166.84 74.86 91.98
214/97 166.84 36.82 130.02
5/12197 166.84 67.80 99.04
8/5/97 166.84 55.14 111.70
I I 1/11/97 166.84 37.29 129.55
2/4/98 166.84 56.01 I 10.83
5/5/98 166.84 46.03 120.81
I LM-5 6/5196 I 86.59 66.50 120.09
7/1/96 186.59 43.91 142.68
7/30/96 I 86.59 66.80 119.79
I 1/8/96 186.59 66.86 I 19.73
I 2/4/97 186.59 42.85 143.74
5/12197 I 86.59 66.90 I 19.69
8/5/97 I 86.59 66.84• I 19.75,
I 1/11/97 I 86.59 43.84 142.75
I 2/4/98 186.59 66.88 I 19.71
5/5/98 I 86.59 67.99 I 18.60
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D Page 13 of 13 j
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System
Upper Dockery
Lower Dockery
Month
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
· May-98
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 2
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
400,155 196 0.65
286,151 210 0.50
66,826 177 0.10
97,350 120 0.10
163,426 108 0.15
218,330 284 0.52
149,420 284 0.35
140,191 284 0.33
438,013 294 1.07
161,903 294 0.40
294,071 294 0.72
267,596 131 0.29
250,068 131 0.27
276,556 131 0.30
289,938 76 0.18
135,575 76 0.09
99,896 76 0.06
70,967 54 0.03
56,256 54 0.03
277,505 54 0.12
143,168 108 0.13
78,332 108 0.07
103,968 108 0.09
296,588 99.3 0.25
326,525 99.3 0.27
419,475 99.3 0.35
440,446 • 244.0 · 0.90.
328,448 200 0.55
191,090 150 0.24
245,715 148 0.30
8,619 152 0.01
151,827 152 0.19
126,232 170 0.18
63,833 170 0.09
460,379 170 0.65
183,210 140.8 0.22
137,594 140.8 0.16
286,202 140.8 0.34
90,912 140.8 0.11
277,823 I ID 0.25
180,560 110 0.17
684,855 116 0.66
501,987 116 0.49
581,027 116 0.56
414,199 84 0.29
481,049 84 0.34
457,604 84 0.32
308,483 62 0.16
272,079 62 0.14
786,548 62 0.41
123,013 57.9 0.06
287,027 57.9 0.14
452,535 57.9 0.22
141,936, 56.8· 0.07 ,
Cumulative VOCs
Removed
(Pounds)
0.65
1.15
1.25
1.35
1.49
2.01
2.36
2.70
3.77
4.17
4.89
5.18
5.45
5.75
5.94
6.02
6.08
6.12
6.14
6.27
6.40
6.47
6.56
6.81
7.08
7.42
8.32
0.55
0.79
1.09
1.10
1.29
1.47
1.56
2.22
2.43
2.59
2.93
3.04
3.29
3.46
4.12
4.61
5.17
5.46
5.80
6.12
6.27
6.41
6.82
6.88
7.02
7.24
7.31 ,
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System
Macon Source Area
U/L Macon
Month
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Nov-96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
Mar-96
Apr-96
May-96
Jun-96
Jul-96
Aug-96
Sep-96
Oct-96
Novw96
Dec-96
Jan-97
Feb-97
Mar-97
Apr-97
May-97
Jun-97
Jul-97
Aug-97
Sep-97
Oct-97
Nov-97
Dec-97
Jan-98
Feb-98
Mar-98
Apr-98
May-98
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 2
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
426,083 55 0.20
364,772 61 0.18
257,720 41 0.09
114,048 60 0.06
202,477 43 0.07
207,503 61 0.11
209,649 61 0.11
101,512 61 0.05
116,354 42.6 0.04
137,045 42.6 0.05
146,036 42.6 0.05
215,730 63.9 0.11
223,222 63.9 0.12
253,167 63.9 0.13
223,177 82 0.15
234,669 82 0.16
117,736 82 0.08
50,248 124.9 0.05
36,264 124.9 0.04
70,207 124.9 0.07
102,326 122.5 0.10
114,452 122.5 0.12
178,387 122.5 0.18
178,387 201.6 0.30
145,526 201.6 0.24
600,075 201.6 1.01
410,905 · 139.6, 0.48·
375.318 24 0.07
709,726 24 0.14
482,220 23 0.09
48.305 31 0.01
759,920 22 0.14
638,400 31 0.17
302,505 31 0.08
640,760 31 0.17
871.155 25.3 0.18
725.549 25.3 0.15
596.131 25.3 0.13
795,239 24.4 0.16
939,710 24.4 0.19
918,080 24.4 0.19
999,040 24 0.20
605,792 24 0.12
223,859 24 0.05
911,679 23 0.18
917,631 23 0.18
821,135 23 0.16
140,796 16 0.02
844,299 16 0.11
531,692 16 0.07
1,051,002 22.9 0.20
932,266 22.9 0.18
662,272 ,i 22.9 0.13
876,945 "'~ ~\-22.3, 0.16
Cumulative VOCs
Removed
(Pounds)
0.2
0.38
0.47
0.53
0.60
0.71
0.82
0.87
0.91
0.96
1.01
1.12
1.24
1.38
1.53
1.69
1.77
1.82
1.86
1.93
2.04
2.15
2.34
2.64
2.88
3.89
4.37 ·
0.07
0.21
0.31
0.32
0.46
0.62
0.70
0.87
1.05
1.20
1.33
1.49
1.68
1.87
2.07
2.19
2.24
2.42
2.59
2.75
2.77
2.89
2.96
3.16
3.34
3.46
3.62 ·
I s L SAVANNAH LABORATORIES
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& ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive.
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Pagel
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-1
82640-2
82640-3
82640-4
82640-5
PARAMETER
MW-2A
MW-9
MW-11
MW-16
MW-21
Volatiles by GC/MS (8260)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1 1 1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
82640-1
<5.0
6.4
170
ug/1 16
<10
22
36
20
<5.0
<5.0
<5.0
Surrogate
Surrogate
Surrogate
<15
<50
05.14.98
5.0
0514B
88 % Dibromofluoromethane
Toluene-dB 82 %
4-Bromofluorobenzene 100 %
82640-2
<10
63
54
250
<20
16
<10
65
20
<10
<10
<30
<100
05.15.98
10.0
0514B
82 'l,-
85 'l,-
98 'l,-
----------
82640-3
<1.0
<1.0
3.2
<1.0
<2.0
<1.0
<1.0
4.3
<1.0
<1.0
<1.0
<3.0
<10
05.14.98
1.0
0514B
86 'l,-
82 'l,-
99 'l,-
----------
05-06-98/1445
05-06-98/1135
05-06-98/1545
05-06-98/1630
05-05-98/1630
82640-4 82640-5
<1.0 <1.0
20 1.4
6.9 <l.O
<1.0 1.0
<2.0 <2.0
<1.0 <1.0
36 <1.0
1.9 6.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<3.0 <3.0
<10 <10
05.15.98 05.14.98
1.0 1.0
0514B 0514B
82 'l,-84 'l,-
83 'l,-83 'l,-
99 'l,-99 'l,-
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES, INC.
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I
I
D
D
I
I
I
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 2
DATE/
LOG NO
82640-1
82640-2
82640-3
82640-4
82640-5
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-2A
TIME SAMPLED
05-06-98/1445
05-06-98/1135
05-06-98/1545
05-06-98/1630
05-05-98/1630
MW-9
MW-11
MW-16
MW-21
PARAMETER
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-1
----------
8.0
05 .11. 9 8
05 .12. 9 8
1. 0
0511A
120
05.11.98
05.13.98
1. 0
0511L
<5.0
05.11.98
05.13.98
1.0
0511L
----------
82640-2
----------
61
05,11.98
05.12.98
1.0
0511A
760
05.11.98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1.0
0511L
----------
82640-3 82640-4 82640-5
-------------------- ----------
10 1600 <5.0
05.11.98 05.11,98 05.11.98
05.12.98 05.12.98 05.12.98
1. 0, 5.0 1. 0
0511A 0511A 0511A
98 510 <50
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.13 .98
1.0 1.0 1.0
0511L 0511L 0511L
<5.0 <5.0 <5.0
05.11.98 05.11.98 05.11.98
05.13.98 05.13,98 05 .13. 9 8
1.0 1.0 1.0
0511L 0511L 0511L
------------------------------
Laboratories in Savannah, GA• Tallahassee. FL• Tampa. FL • Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I • & ENVIRONMENTAL SERVICES. INC.
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I
I
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
05-06-98/1445
05-06-98/1135
05-06-98/1545
05-06-98/1630
05-05-98/1630
82640-1
82640-2
82640-3
82640-4
82640-5
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
MW-2A
MW-9
MW-11
MW-16
MW-21
82640-1
----------
<5.0
05.11.98
05.13.98
1.0
0511L
<10
05.11.98
05.13.98
1.0
0511L
<50
05.11.98
05.13.98
1.0
0511L
----------
82640-2
----------
7900
05.11.98
05.13.98
1.0
0511L
31
05.11.98
05.13.98
1.0
0511L
<50
05.11.98
05.13.98
1.0
0511L
----------
82640-3 82640-4 82640-5
------------------------------
14 2400 <5.0
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.13.98
1.0 1. 0 1. 0
0511L 0511L 0511L
<10 92 <10
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.13.98
1. 0 1.0 1. 0
0511L 0511L 0511L
<50 210 <50
05.11.98 05.11.98 05.11.98
05.13.98 05.13 .98 05.13.98
1. 0 1.0 1.0
0511L 0511L 0511L
------------------------------
Laboratories in Savannah, GA • Tallahassee. FL • Tampa, FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
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I
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-1 MW-2A
82640-2 HW-9
82640-3 MW-11
82640-4 MW-16
82640-5 MW-21
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-1
----------
<40
05.11.98
05.13.98
1,0
0511L
<20
05.11.98
05.13.98
1.0
0511L
<3.0
05.11.98
05.19.98
1.0
05111
----------
82640-2 82640-3
--------------------
46 <40
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1. 0
0511L 0511L
26 <20
05.11.98 05.11.98
05.13.98 05.13.98
1,0 1. 0
0511L 0511L
<3.0 <3.0
05.11.98 05,11.98
05.19.98 05,19.98
1.0 1. 0
05111 05111
--------------------
05-06-98/1445
05-06-98/1135
05-06-98/1545
05-06-98/1630
05-05-98/1630
82640-4 82640-5
--------------------
140 <40
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
300 <20
05.11.98 05,11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
22 <3. 0
05.11.98 05.11.98
05.19.98 05.19.98
1.0 1.0
05111 05111
--------------------
Laboratories in Savannah, GA• Tallahassee. FL• Tampa, FL • Deerfield Beach, FL• Mobile, AL
I ~ L SAVANNAH LABORATORIES
I ~ & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98·
Reported: 02 JUN 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 5
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-1
82640-2
82640-3
82640-4
82640-5
PARAMETER
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
MW-2A
MW-9
MW-11
MW-16
MW-21
82640-1
----------
<0.30
05.11.98
05.12.98
1. 0
05111
<10
05.14.98
05.18.98
1.0
0514G
----------
82640-2
----------
<0.30
05.11.98
05.12.98
1.0
05111
<10
05.14.98
05.18.98
1.0
0514G
----------
82640-3
----------
<0.30
05.11.98
05.12.98
1. 0
05111
<10
05.14.98
05.18.98
1.0
0514G
----------
05-06-98/1445
05-06-98/1135
05-06-98/1545
05-06-98/1630
05-05-98/1630
82640-4 82640-5
--------------------
<0.30 <0.30
05.11.98 05.11.98
05.12.98 05.12.98
1.0, 1.0
05111 05111
<10 <10
05.14.98 05.14.98
05.18.98 05.18.98
1.0 1.0
0514G 0514G
--------------------
Laboratories in Savannah. GA• Tallahassee, FL • Tampa. FL• Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES, INC.
I
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I
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I
I
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I
I
I
I
I
I
I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 6
LOG NO
82640-6
82640-7
82640-8
82640-9
82640-10
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-24
MW-25
Upper Dockery EFF
Lower Dockery EFF
PARAMETER
Volatiles by GC/MS (8260)
Chlorofonn, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
82640-6
<l. 0
8.8
4.4
Cis/Trans-1,2-Dichloroethene, ug/1 3.1
Methylene chloride <2.0
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
1. 7
2.4
4.3
<1.0
<1.0
<1.0
<3.0
Surrogate
Surrogate
Surrogate
<10
05.14.98
1.0
0514B
85 % Dibromofluoromethane
Toluene-dB 84 %
4-Bromofluorobenzene 100 %
82640-7
<1.0
24
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<3.0
<10
05.14.98
1. 0
0514B
83 %-
84 %-
100 %-
82640-8
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<3.0
<10
05.14.98
1.0
0514B
85 %-
84 %-
97 %-
---------- ----------
DATE/
TIME SAMPLED
05-06-98/0916
05-06-98/1800
05-07-98/0900
05-07-98/0945
05-07-98/0925
82640-9 82640-10
<1.0 <l.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<2.0 <2.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<3.0 <3. 0
<10 <10
05.15.98 05.15.98
1. 0 1. 0
0514B 0514B
86 %-81 %-
85 %-88 %-
99 %-100 %-
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190 -00001-02/Macon-Dock'ery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 7
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-6 MW-22 05-06-98/0916
82640-7 MW-24 05-06-98/1800
82640-8 MW-25 05-07-98/0900
82640-9 Upper Dockery EFF 05-07-98/0945
82640-10 Lower Dockery EFF 05-07-98/0925
PARAMETER
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-6
----------
290
05.11.98
05.12.98
2.0
0511B
100
05.11.98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1.0
0511L
----------
82640-7
----------
91
05.11.98
05.12.98
1.0
0511B
130
05.11.98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1.0
0511L
----------
82640-8 82640-9 82640-10
------------------------------
11 <5.0 <5.0
05.11.98 05.11.98 05.11.98
05.12.98 05.12.98 05.12.98
1. 0 1.0 1. 0
0511B 0511B 0511B
130 <50 <50
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05,13.98
1. 0 1.0 1. 0
0511L 0511L 0511L
<5.0 <5.0 <5.0
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.13.98
1. 0 1.0 1. 0
0511L 0511L 0511L
------------------------------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I · & ENVIRONMENTAL SERVICES. INC.
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I
I
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 8
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-6 MW-22 05-06-98/0916
82640-7 MW-24 05-06-98/1800
82640-8 MW-25 05-07-98/0900
82640-9 Upper Dockery EFF 05-07-98/0945
82640-10 Lower Dockery EFF 05-07-98/0925
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-6
----------
770
05.11.98
05.13.98
1.0
0511L
15
05.11.98
05.13.98
1.0
0511L
<50
05.11.98
05.13 .98
1.0
0511L
----------
82640-7 82640-8
---------- ----------
2500 16
05.11.98 05.11.98
05.13.98 05.13.98
1. 0 1.0
0511L 0511L
<10 <10
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
<50 <50
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
--------------------
82640-9 82640-10
--------------------
<5.0 17
05.11.98 05.11.98
05.13.98 05.13.98
1. 0 1.0
0511L 0511L
10 <10
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
<50 <50
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1. 0
0511L 0511L
--------------------
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL • Deerfield Beach, FL• Mobile. AL
I s L SAVANNAH LABORATORIES
I
& ENVIRONMENTAL SERVICES. INC.
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I
I
I
I
I
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 9
LOG NO
82640-6
82640-7
82640-8
82640-9
82640-10
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
SAMPLE DESCRIPTION, LIQUID SAMPLES
MW-22
MW-24
MW-25
Upper Dockery EFF
Lower Dockery EFF
82640-6
----------
<40
05.11.98
05.13.98
1.0
0511L
82
05.11.98
05.13.98
1.0
0511L
10
05.11.98
05.19.98
1.0
05111
----------
82640-7 82640-8
---------- ----------
<40 <40
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1. 0
0511L 0511L
30 <20
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
4.7 <3. 0
05.11.98 05.11.98
05.19.98 05.19.98
1.0 1. 0
05111 05111
--------------------
DATE/
TIME SAMPLED
05-06-98/0916
05-06-98/1800
05-07-98/0900
05-07-98/0945
05-07-98/0925
82640-9 82640-10
--------------------
<40 <40
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
<20 <20
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
<3. 0 <3.0
05.11.98 05.11.98
05.19.98 05.19.98
1.0 1.0
05111 05111
--------------------
Laboratories in Savannah, GA• Tallahassee. FL • Tampa. FL• Deerfield Beach, FL• Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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I
I
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO; S8-82640
Received: 08 MAY 98
Reported, 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
--------------------------------------------------------------------
82640-6 MW-22
82640-7 MW-24
82640-8 MW-25
82640-9 Upper Dockery EFF
82640-10 Lower Dockery EFF
05-06-98/0916
05-06-98/1800
05-07-98/0900
05-07-98/0945
05-07-98/0925
--------------------------------------------------------------------
PARAHETER
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-6
----------
<0. 30
05.11.98
05.12.98
1. 0
0511I
<10
05.14.98
05.18_.98
1.0
0514G
----------
82640-7
----------
<0.30
05.11.98
05.12.98
1.0
0511I
<10
05.14.98
05.18.98
1.0
0514G
----------
82640-8 82640-9 82640-10
------------------------------
<0.30 <0.30 <0.30
05.11.98 05.11.98 05.11.98
05.12.98 05.12.98 05.12.98
1. 0 1.0 1. 0
0511I 0511I 0511I
<10 <10 <10
05.14.98 05.14.98 05.14.98
05.18.98 05.18.98 05.18.98
1. 0 1. 0 1. 0
0514G 0514G 0514G
------------------------------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL • Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES. INC.
I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
5102 LaRoche Avenue• Savannah. GA. 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: SB-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 11
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-11 UMS EFF
82640-l2 DUP 2
82640-13 Upper Dockery INF
82640-14 Lower Dockery INF
82640-15 UMS INF
PARAMETER
Volatiles by GC/MS (8260)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
82640-11
<1.0
<1.0
<1.0
Cis/Trans-1,2-Dichloroethene, ug/1 <1.0
Methylene chloride <2.0
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<3.0
Surrogate
Surrogate
Surros:-.i..:e
<10
05.15.98
1.0
05148
83 %-Dibromofluoromethane
Toluene-dB 86 %-
99 %' 4-Bromofluorobenzene
82640-12
<5.0
5.8
140
13
<10
21
38
21
<5.0
<5.0
<5.0
<15
<50
05.15.98
5.0
0514B
80 'l;
86 'l;
98 'l;
----------
82640-13
<5.0
<5.0
110
<5.0
<10
<5.0
24
<5.0
<5.0
<5.0
<5.0
<15
110
05.15.98
5.0
05148
84 'l;
82 'l;
98 %-
----------
05-07-98/1020
05-06-98
05-07-98/0945
05-07-98/0915
05-07-98/1020
82640-14 82640-15
<1.0 <2.0
32 11
8.2 67
<1.0 15
<2.0 <4.0
<1.0 13
13 16
3.6 11
<1.0 6.6
<1.0 <2.0
<1.0 <2.0
<3.0 <6.0
<10 <20
05.15.98 05.15.98
1.0 2.0
05148 05148
82 'l; 85 'l;
82 %-80 'l;
98 %-100 'l;
--------------------
Laboratories in Savannah, GA• Tallahassee, FL • Tampa. FL• Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES
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& ENVIRONMENTAL SERVICES, INC.
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I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 12
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-11 UMS EFF 05-07-98/1020
82640-12
82640-13
82640-14
82640-15
PARAMETER
DUP 2
Upper Dockery INF
Lower Dockery INF
UMS INF
82640-11
----------
82640-12
----------
82640-13
----------
05-06-98
05-07-98/0945
05-07-98/0915
05-07-98/1020
82640-14 82640-15
---------- ----------
Suspended Solids (160.2) I Suspended Solids, mg/1
Preparation Date
13
05.11.98
<5.0
05.11.98
<5.0 <5.0 <5.0
05.11.98 05.11.98 05.11.98
I
I
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID I Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
05.12.98
1.0
0511B
210
05.11.98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1. 0
0511L
----------
05.12.98
1.0
0511B
120
05. 11. 98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1.0
0511L
----------
05.12.98 05.12.98 05.12.98
1. 0 1.0 1.0
0511B 0511B 0511B
50 <50 190
05.11.98 05.11.98 05.11.98
05.13 .98 05.13.98 05.13.98
1.0 1.0 1. 0
0511L 0511L 0511L
<5.0 <5.0 <5.0
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.13.98
1.0 1.0 1.0
0511L 0511L 0511L
-------------------- ----------
I
I
I
I
I
I Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL• Deerfield Beach, FL• Mobile, AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC.
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I
I
I
I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax (912) 352·0165
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 13
LOG NO
82640-11
82640-12
82640-13
82640-14
82640-15
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
SAMPLE DESCRIPTION, LIQUID SAMPLES
UMS EFF
DUP 2
Upper Dockery INF
Lower Dockery INF
UMS INF
82640-11
----------
310
05.11.98
05.13.98
1.0
0SllL
<10
05.11.98
05.13.98
1.0
82640-12 82640-13
--------------------
<5.0 58
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0SllL 0SllL
<10 16
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1. 0
DATE/
TIME SAMPLED
05-07-98/1020
05-06-98
05-07-98/0945
05-07-98/0915
05-07-98/1020
82640-14 82640-15
--------------------
240 so
05.11.98 05.11.98
05.13.98 05.13.98
1,0 1.0
0SllL 0SllL
<10 <10
05.11.98 05.11.98
05.13 .98 05.13.98
1.0 1.0
Batch ID I Vanadium (6010)
0SllL 0SllL 0SllL 0SllL 0SllL
I
I
I
I
I
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
<50
05.11.98
05 .13 .98
1.0
0SllL
----------
<50
05.11.98
05.13.98
1.0
0SllL
----------
<50 <50 <50
05.11.98 05.ll'.98 05.11.98
05.13.98 05.13.98 05.13.98
1.0 1.0 1.0
0SllL 0SllL 0SllL
------------------------------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL • Deerfield Beach, FL• Mobile, AL
I s L SAVANNAH LABORATORIES
I
& ENVIRONMENTAL SERVICES. INC.
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I
D
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 14
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
82640-11 UMS EFF
82640-12 DUP 2
82640-13 Upper Dockery INF
82640-14 Lower Dockery INF
82640-15 UMS INF
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
82640-11
----------
<40
05.11.98
05.13.98
1. 0
0511L
29
05.11.98
05.13.98
82640-12 82640-13
--------------------
<40 <40
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1.0
0511L 0511L
<20 <20
05.11.98 05.11.98
05.13.98 05.13.98
DATE/
TIME SAMPLED
05-07-98/1020
05-06-98
05-07-98/0945
05-07-98/0915
05-07-98/1020
82 64 0-14 82640-15
--------------------
<40 <40
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1. 0
0511L 0511L
<20 <20
05.11.98 05.11.98
05.13.98 05.13.98
Dilution factor II Batch ID
1. 0
0511L
1. 0
0511L
1. 0 1.0 1.0
0511L 0511L 0511L
■ Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
5.0
05.11.98
05.19.98
1.0
05111
----------
<3.0
05.11.98
05.19.98
1.0
05111
----------
<3.0 <3. 0 <3. 0
05.11.98 05.11.98 05.11.98
05.19.98 05.19.98 05.19.98
1. 0 1.0 1.0
05111 05111 05111
------------------------------
I
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I
I
I
I Laboratories in Savannah, GA • Tallahassee. FL • Tampa. FL • Deerfield Beach, FL • Mobile. AL
I ~ L SAVANNAH LABORATORIES
I ~ & ENVIRONMENTAL SERVICES. INC.
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g
D
I
I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 15
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
82640-11 UMS EFF
82640-12 DUP 2
82640-13 Upper Dockery INF
82640-14 Lower Dockery INF
82640-15 UMS INF
PARAMETER
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-11
----------
<0.30
05.11.98
05.12.98
1. 0
05111
<10
05.14.98
05.18.98
1.0
0514G
----------
82640-12 82640-13
--------------------
<0.30 <0.30
05.11.98 05.11.98
05.12.98 05.12.98
1.0 1.0
05111 05111
<10 <10
05.14.98 05.14.98
05.18.98 05.18.98
1.0 1.0
0514G 0514G
--------------------
DATE/
TIME SAMPLED
05-07-98/1020
05-06-98
05-07-98/0945
05-07-98/0915
05-07-98/1020
82640-14 82640-15
--------------------
<0.30 <0.30
05.11.98 05.11.98
05.12.98 05.12.98
1. 0 1.0
05111 05111
<10 <10
05.14.98 05.14.98
05.18.98 05.18.98
1. 0 1. 0
0514G 0514G
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES
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& ENVIRONMENTAL SERVICES. INC.
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I
I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO, S8-82640
Received, 08 MAY 98
Reported, 02 JUN 98
Project, 190-00001-02/Macon-Dockery
Sampled By, Client
Code, 15488062
REPORT OF RESULTS Page 16
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-16 Upper Macon INF
82640-17 Lower Macon INF
82640-45 U/L Macon EFF
PARAMETER
Volatiles by GC/MS (8260)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
82640-16
<1.0
5.0
1. 8
ug/1 5.6
<2.0
2.5
<1.0
5.8
<1.0
<1.0
<1.0
<3.0
Surrogate
Surrogate
Surrogate
<10
05.15.98
1.0
0514B
86 %
83 %
Dibromofluoromethane
Toluene-dB
4-Bromofluorobenzene 100 %
82640-17
<1.0
12
2.5
1. 6
<2.0
<1.0
4.1
3.7
<1.0
<1.0
<1.0
<3.0
<10
05.15.98
1.0
0514B
86 %-
84 %-
100 %-
----------
82640-45
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<3. 0
<10
05.15.98
1. 0
0514B
83 %-
87 %-
99 %-
----------
05-07-98/1040
05-07-98/1045
05-07-98
Laboratories in Savannah, GA• Tallahassee, FL • Tampa, FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES. INC.
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I
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I
I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 17
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-16 Upper Macon INF
82640-17 Lower Macon INF
82640-45 U/L Macon EFF
PARAMETER
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-16
----------
<5.0
05.11.98
05.12.98
1.0
0511B
<50
05.11.98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1. 0
0511L
----------
82640-17
----------
<5.0
05.11.98
05.12.98
1.0
0511B
<50
05.11.98
05.13.98
1.0
0511L
<5.0
05.11.98
05.13.98
1.0
0511L
----------
82640-45
----------
<50
05.11.98
05.12.98
1.0
0511M
<5.0
05.11.98
05.12.98
1.0
0511M
----------
05-07-98/1040
05-07-98/1045
05-07-98
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL • Mobile. AL
I ~ L SAVANNAH LABORATORIES I ~ & ENVIRONMENTAL SERVICES. INC.
5102 LaRoche Avenue• Savannah. GA 31404 • (912) 354•7858 • Fax [phone]
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I
I
I
I
I
I
I
I
I
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 18
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
82640-16 Upper Macon INF
82640-17 Lower Macon INF
82640-45 U/L Macon EFF
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-16
----------
16
05.11.98
05.13.98
1. 0
OSllL
<10
05.11.98
OS .13. 98
1. 0
OSllL
<50
05.11.98
05.13.98
1. 0
OSllL
----------
82640-17 82640-45
--------------------
<5.0 <5.0
05.11.98 05.11.98
05.13.98 05.12.98
1.0 1.0
OSllL 0511M
<10 <10
05.11.98 05.11.98
05.13.98 05.12.98
1.0 1. 0
OSllL 0511M
<50 <50
05.11.98 05.11.98
05.13.98 05.12.98
1.0 1.0
OSllL 0511M
--------------------
DATE/
TIME SAMPLED
05-07-98/1040
05-07-98/1045
05-07-98
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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I
a
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 19
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
82640-16 Upper Macon INF
82640-17 Lower Macon INF
82640-45 U/L Macon EFF
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-16
----------
<40
05.11.98
05.13.98
1.0
0511L
<20
05.11.98
05.13.98
1.0
0511L
<3 .0
05.11.98
05.19.98
1.0
05111
----------
82640-17 82640-45
--------------------
<40 <40
05.11.98 05.11.98
05.13.98 05.12.98
1.0 1. 0
0511L 0511M
<20 <20
05.11.98 05.11.98
05.13.98 05.12.98
1.0 1.0
0511L 0511M
<3.0 <3.0
05.11.98 05.11.98
05.19.98 05.19.98
1. 0 1.0
05111 0511J
--------------------
DATE/
TIME SAMPLED
05-07-98/1040
05-07-98/1045
05-07-98
Laboratories in Savannah, GA• Tallahassee, FL• Tampa, FL• Deerfield Beach. FL• Mobile. AL
• s· L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: SB-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 21
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
82640-19
82640-20
82640-21
82640-22
82640-23
PARAMETER
MW-13
MW-15
MW-19
MW-23
DUP 1
Volatiles by GC/MS (8260)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
82640-19
<2.0
35
14
ug/1 <2.0
<4.0
<2. 0
38
4.4
<2. 0
<2. 0
<2. 0
<6.0
Surrogate
Surrogate
Surrogate
<20
05.15.98
2.0
0514B
85 % Dibromofluoromethane
Toluene-dB
4-Bromofluorobenzene
85 %
100 %
82640-20 82640-21
<50 <1.0
66 20
1300 13
<50 27
<100 <2.0
<50 14
440 6.2
<50 14
<50 7.2
<50 <l. 0
260 . <1.0
<150 <3. 0
1500 <10
05.16.98 05.16.98
50.0 1. 0
0514B 0514C
84 % 84 %-
84 %-84 %
98 %-99 %-
--------------------
DATE/
TIME SAMPLED
05-06-98/1000
05-06-98/1700
05-06-98/1230
05-05-98/1800
05-06-98
82640-22 82640-23
<1.0 <50
10 96
1. 6 1800
7.2 <50
<2.0 <100
3.4 <50
1.8 710
12 <50
<1.0 <50
<1.0 <50
<1.0 380
<3.0 <150
<10 2300
05.16.98 05.16.98
1.0 50.0
0514C 0514C
81 %-82 %-
84 % 86 %-
100 %-100 %-
--------------------
Laboratories in Savannah. GA• Tallahassee. FL • Tampa. FL• Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 22
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-19 MW-13
82640-20 MW-15
82640-21 MW-19
82640-22 MW-23
82640-23 DUP 1
PARAMETER
Suspended Solids (160.2)
Suspended Solids, mg/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation.Date
Date Analyzed
Dilution factor
Batch ID
82 64 0-19 82640-20
--------------------
17 32
05.11.98 05.11.98
05.12.98 05.12.98
l. 0 l.0
0511A 0511A
140 150
05.11.98 05.11.98
05.12.98 05.13.98
l. 0 1.0
0511M 0511L
<5.0 <5.0
05.11.98 05.11.98
05.12.98 05.13.98
1.0 1.0
0511M 0511L
--------------------
82640-21
----------
52
05.11.98
05.12.98
l.0
0511A
97
05.11.98
05.13.98
l.0
0511L
<5.0
05.11.98
05.13 .98
1.0
0511L
----------
05-06-98/1000
05-06-98/1700
05-06-98/1230
05-05-98/1800
05-06-98
82640-22 82640-23
--------------------
9.0 22
05.11.98 05.11.98
05.12.98 05.12.98
l.0 l.0
0511B 0511B
<50 140
05.11.98 05.11.98
05.13.98 05.12.98
l. 0 l.0
0511L 0511M
<5,0 <5.0
05.11.98 05.11.98
05.13.98 05.12.98
1.0 l.0
0511L 0511M
--------------------
Laboratories in Savannah, GA• Tallahassee. FL • Tampa, FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 23
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-19 MW-13
82640-20 MW-15
82640-21 MW-19
82640-22 MW-23
82640-23 DUP 1
PARAMETER 82640-19 82640-20
--------------------
82640-21
----------
05-06-98/1000
05-06-98/1700
05-06-98/1230
05-05-98/1800
05-06-98
82640-22 82640-23
--------------------
Manganese (6010) g Manganese, ug/1
Preparation Date
Date Analyzed
130 490
05.11.98 05.11.98
1800 36 400
05.11.98 05.11,98 05.11.98
B
I
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Dilution factor
Batch ID
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
05.12.98
1. 0
0511M
<10
05.11.98
05.12.98
1.0
0511M
<50
05.11.98
05.12.98
1. 0
0511M
----------
05.13.98 05.13.98
1.0 1.0
0511L 0511L
11 29
05.11.98 05.11.98
05.13.98 05.13.98
1.0 1. 0
0511L 0511L
<50 <50
05.11.98 05.11.98
05.13.98 05.13.98
1. 0 1.0
0511L 0511L
--------------------
05.13.98 05.12.98
1. 0 1.0
0511L 0511M
<10 <10
05.11.98 05.11.98
05.13.98 05.12.98
1.0 1.0
0511L 0511M
<50 <50
05.11.98 05 .11. 9 8
05.13.98 05.12.98
1.0 1.0
0511L 0511M
--------------------
Laboratories in Savannah, GA• Tallahassee. FL• Tampa, FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 ~-AY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 24
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-19 MW-13 05-06-98/1000
82640-20 MW-15 05-06-98/1700
82640-21 MW-19 05-06-98/1230
82640-22 MW-23 05-05-98/180,0
82640-23
PARAMETER
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Zinc (6010)
Zinc, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
DUP 1
82640-19
----------
<40
05.11.98
05.12.98
1. 0
0511M
46
05.11.98
05.12.98
1.0
0511M
<3. 0
05.11.98
05.19.98
1.0
0511J
----------
82640-20
----------
<40
05.11.98
05.13.98
1.0
0511L
60
05.11.98
05.13.98
1. 0
0511L
100
05.11.98
05.19.98
5.0
05111
----------
05-06-98
82640-21 82640-22 82640-23
------------------------------
<40 <40 <40
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.12.98
1.0 1.0 1. 0
0511L 0511L 0511M
<20 <20 59
05.11.98 05.11.98 05.11.98
05.13.98 05.13.98 05.12.98
1.0 1.0 1.0
0511L 0511L 0511M
<3.0 <3.0 83
05.11.98 05.11.98 05.11.98
05.19.98 05.19.98 05.19.98
1.0 1.0 1. 0
05111 0511J 0511J
------------------------------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL• Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 25
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
82640-19 MW-13
82640-20 MW-15
82640-21 MW-19
82640.-22 MW-23
82640-23
PARl\METER
Cadmium (7131)
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Mercury ( 74 70)
Mercury, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
DUP 1
82640-19
----------
<0.30
05.11.98
05.12.98
1.0
05.llJ
<10
05.14.98
05.18.98
1.0
0514H
<0.20
05.13.98
05.15.98
1.0
0513T
----------
82640-20
----------
0.64
05.11.98
05.15.98
1.0
05111
<10
05.14.98
05.18.98
1.0
0514G
0.76
05.13.98
05.15.98
1.0
0513T
----------
82640-21
----------
<0.30
05.11.98
05.12.98
1.0
05111
<10
05.14.98
05.18.98
1.0
0514G
<0.20
05.13.98
05.15.98
1.0
0513T
----------
05-06-98/1000
05-06-98/1700
05-06-98/1230
05-05-98/1800
05-06-98
82640-22 82640-23
--------------------
<0.30 0.49
05.11.98 05.11.98
05.12.98 05.12.98
1.0 1. 0
0511J 0511J
<10 <10
05.14.98 05.14.98
05.18.98 05.18.98
1.0 1. 0
0514G 0514H
<0.20 0.63
05.13.98 05.13.98
05.15.98 05.15.98
1.0 1.0
0513T 0513T
--------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa. FL • Deerfield Beach, FL• Mobile, AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 2 6
LOG NO
82640-24
82640-25
PARAMETER
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
SAMPLE DESCRIPTION, LIQUID SAMPLES
Lower Dockery MID
U/L Macon MID
82640-24
1200
05.11.98
05.12.98
1. 0
0511M
82640-25
<5.0
05.11.98
05.12.98
1.0
0511M
DATE/
TIME SAMPLED
05-07-98/0915
05-07-98/1045
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL • Deerfield Beach, FL • Mobile. AL
I fE! L SAVANNAH LABORATORIES I i;;;;JI & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO, S8-82640
Received, 08 MAY 98
Reported, 02 JUN 98
Mr .. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project, 190-00001-02/Macon-Dockery
Sampled By, Client
Code, 15488062
REPORT OF RESULTS Page 2 7
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
82640-26
82640-27
PARAMETER
Trip Blank 1
Trip Blank 2
Volatiles by GC/MS (8260)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
{Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
82640-26
<1.0
<1.0
<1.0
ug/1 <1.0
<2.0
<1.0
<1.0
<1.0
<l.O
<1. 0
<1.0
<3.0
Surrogate
Surrogate
Surrogate
<10
05.16.98
1.0
0514C
81 % Dibromofluoromethane
Toluene-dB 86 %
4-Bromofluorobenzene 100 %
82640-27
05
<1.0
<l.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<3. 0
<10
.16.98
1. 0
0514C
79 'l;
87 'l;
98 'l;
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO
82640-28
82640-29
82640-30
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: SB-82640
Received: OB MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 28
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit {%R)
PARAMETER 82640-28 82640-29 82640-30
I Volatiles by GC/MS (8260)
Chloroform, ug/1 <1.0
<1.0
<1.0 I
I
I
I
I
I
I
I
I
I
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
{Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethylene, ug/1
Vinyl chloride, ug/1
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Date Analyzed
Dilution factor
Batch ID
ug/1 <1.0
<2.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<3.0
<10
05.14 .98
1.0
Surrogate
Surrogate
Surrogate
Dibromofluoromethane
Toluene-dB
4-Bromofluorobenzene
0514B
84 %
80 %
99 %-
67 %
96 %
92 %
96 %
05.14.98
1.0
0514B
38-155 %
10-213 %
52-143 %
76-128 %
82 % 64 -142 %
84 % 67-134 %
97 % 67-132 %
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 29
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-28 Method Blank
82640-29 Lab Control Standard%-Recovery
82640-30 LCS Accuracy Control Limit (%RI
PARAMETER
Barium (6010)
Barium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Manganese (6010)
Manganese, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-28
----------
<50
05.11.98
05.12.98
1. 0
0511M
<5.0
05.11.98
05.12.98
1.0
0511M
<5.0
05.11.98
05.12.98
1.0
0511M
82640-29
----------
107%
05.11.98
05.12.98
1. 0
0511M
103%
05.11.98
05.12.98
1.0
05.llM
107%-
05.11.98
05.12.98
1. 0
0511M
82640-30
----------
75-125 %
75-125 %
75-125 %-
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5702 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO
82640-28
82640-29
82640-30
PARAMETER
Chromium (6010)
Chromium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 30
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
82640-28 82640-29
--------------------
<10 106%
05.11.98 05.11.98
05.12.98 05.12.98
1.0 1.0
0511M 0511M
<50 104%
05.11.98 05.11.98
05.12.98 05.12.98
1.0 1.0
0511M 0511M
<40 105%
05.11.98 05.11.98
05.12.98 05.12.98
1.0 1.0
0511M 0511M
--------------------
82640-30
----------
75-125 %
75-125 %
75-125 %
----------
Laboratories in Savannah, GA • Tallahassee. FL • Tampa, FL• Deerfield Beach. FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
LOG NO
82640-28
82640-29
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO, S8-82640
Received, 08 MAY 98
Reported, 02 JUN 98
Project, 190-00001-02/Macon-Dockery
Sampled By, Client
Code, 15488062
REPORT OF RESULTS Page 31
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
g 82640-30
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%-R)
PARAMETER
I Zinc (6010)
Zinc, ug/1
I
Preparation Date
Date Analyzed
Dilution factor
Batch ID
I Lead (7421)
Lead, ug/1
Preparation Date
I
I
I
Date Analyzed
Dilution factor
Batch ID
Cadrni urn ( 7131 I
Cadmium, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-28
----------
<20
05.11.98
05.12.98
1.0
0511M
<3.0
05.11.98
05.19.98
1. 0
05111
<0.30
05.11.98
05.15.98
1.0
05111
----------
82640-29 82640-30
--------------------
108%-75-125 'Ir
05.11.98
05.12.98
1.0
0511M
95 'Ir 80-120 'Ir
05.11.98
05.19.98
1.0
05111
88 'Ir 80-120 'Ir
05.11.98
05.12.98
1.0
05111
--------------------
I
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I
I Laboratories in Savannah, GA • Tallahassee. FL • Tampa. FL • Deerfield Beach, FL • Mobile. AL
I s L· SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • (912) 354•7858 • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO
82640-28
82640-29
82640-30
PARAMETER
Antimony (7041)
Antimony, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Mercury I 74 70 I
Mercury, ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 32
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%RI
82640-28 82640-29
<10 112 %
05.14.98 05.14.98
05.18.98 05.18.98
l. 0 l. 0
0514G 0514G
<0.20 103 %
05.13.98 05.13.98
05.15.98 05.15.98
l. 0 l. 0
0513T 0513T
--------------------
82640-30
80-120 %
80-120 %
Laboratories in Savannah, GA• Tallahassee. FL• Tampa, FL • Deerfield Beach. FL • Mobile, AL
I s L SAVANNAH LABORATORIES
1, . & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 3 3
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-31 Matrix Spike% Recovery (MW-11)
82640-32 Matrix Spike Duplicate% Recovery (MW-11)
P ARAJ.'!ETER
Volatiles by GC/MS (8260)
1,1-Dichloroethene, %
Trichloroethylene, %
Benzene, %
82640-31
94 %
130 %
83 %
Toluene, % 87 %
Surrogate Dibromofluoromethane 84 %
Surrogate -Toluene-dB 84 %
Surrogate -4-Bromofluorobenzene 99 %
Date Analyzed 05.16.98
Dilution factor 1.0
Batch ID 0514B
Barium ( 6010)
Barium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
108 %
05,11.98
05,13.98
1.0
0511L
103 %
05,11,98
05,13.98
1.0
0511L
82640-32
94 %
140 %
84 %
89 %
81 %
84 %
100 %
05.16.98
1.0
0514B
108 %
05,11,98
05.13,98
1.0
0511L
102 %
05,11,98
05,13,98
1.0
0511L
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL • Mobile, AL
I s &'I SAVANNAH LABORATORIES I ' lib & ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98 I
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Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-31 Matrix Spike% Recovery (MW-11)
82640-32 Matrix Spike Duplicate% Recovery (MW-11)
PARAMETER
I Manganese (6010)
Manganese, %
Preparation Date
Date Analyzed g
B
Dilution factor
Batch ID
Chromium (6010)
Chromium, %
Preparation Date
Date Analyzed
Dilution factor I Batch ID
Vanadium (6010)
Vanadium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-31
----------
106 %
05.11.98
05.13 .98
1.0
0511L
107 %
05,11.98
05.13.98
1. 0
0511L
103 %
05.11.98
05.13.98
1.0
0511L
104 %
05.11.98
05.13.98
1.0
0511L
----------
82640-32
----------
106 %
05.11.98
05.13.98
1.0
0511L
106 %
05.11.98
05.13.98
1.0
0511L
103 %
05.11.98
05.13.98
1.0
0511L
103 %
05.11.98
05.13.98
1.0
0511L
----------
Page 34
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I Laboratories in Savannah, GA• Tallahassee. FL• Tampa. FL• Deerfield Beach, FL• Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 35
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-31
82640-32
PARAMETER
Zinc (6010)
Zinc, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, %
Preparation Date
Date Analyzed
Matrix Spike% Recovery (MW-11)
Matrix Spike Duplicate% Recovery (MW-11)
82640-31 82640-32
--------------------
108 % 107 %
05.11.98 05.11.98
05.13.98 05 .13. 9 8
1.0 1.0
0511L 0511L
86 % 88 %
05.11.98 05.11.98
05.19.98 05.19.98
I Dilution factor
Batch ID
Cadrni urn ( 7131)
1.0 1. 0
05111 05111
I
Cadmium, %
Preparation Date
Date Analyzed
Dilution factor
I Batch ID
Antimony (7041)
Antimony, %
I Preparation Date
Date Analyzed
Dilution factor
Batch ID
92 %
05.11.98
05.12.98
1.0
05111
109 %
05.14.98
05.18.98
1.0
0514G
----------
92 %
05.11.98
05.12.98
1.0
05111
113 %
05.14.98
05.18.98
1.0
0514G
----------I
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I Laboratories in Savannah, GA• Tallahassee. FL • Tampa. FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 15488062
REPORT OF RESULTS Page 36
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-33
82640-34
Matrix Spike% Recovery {MW-13)
Matrix Spike Duplicate% Recovery (MW-13}
PARAMETER
Volatiles by GC/MS (8260)
1 1 1-Dichloroethene, %
Trichloroethylene, %
82640-33
134 %
112 %
Benzene, % 108 %
Toluene, % 104 %
Surrogate Dibromofluoromethane 104 %
Surrogate -Toluene-dB 114 %
Surrogate -4-Bromofluorobenzene 100 %
Date Analyzed 05.26.98
Dilution factor 1.0
Batch ID 0514C
Barium (6010)
Barium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Beryllium (6010)
Beryllium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
107 %
05.11.98
05.13.98
1.0
0511M
102 %
05.11.98
05.13.98
1.0
0511M
82640-34
122 %
108 %
104 %
108 %
100 %
112 %
94 %
05.26.98
1.0
0514C
110 %
05.11.98
05.13 .98
1.0
0511M
104 %
05.11.98
05.13.98
1.0
0511M
Laboratories in Savannah, GA• Tallahassee. FL• Tampa. FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES I . . & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 1~0-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 37
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-33 Matrix Spike% Recovery (MW-13)
82640-34 Matrix Spike Duplicate% Recovery (MW-13)
PARAMETER
Manganese (6010)
Manganese, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Vanadium (6010)
Vanadium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
Nickel, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-33
----------
112 %
05.11.98
05.13.98
1.0
0511M
105 ,.
05.11.98
05.13.98
1. 0
0511M
102 ,.
05.11.98
05.13.98
1. 0
0511M
104 %
05.11.98
05.13.98
1. 0
0511M
----------
82640-34
----------
114 %
05.11.98
05.13.98
1.0
0511M
107 ,.
05.11.98
05.13 .98
1.0
0511M
104 ,.
05.11.98
05.13.98
1.0
0511M
105 ,.
05.11.98
05.13 .98
1. 0
0511M
----------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL • Deerfield Beach. FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 38
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-33 Matrix Spike% Recovery (MW-13)
82640-34 Matrix Spike Duplicate% Recovery (MW-13)
PARAMETER
Zinc (6010)
Zinc, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Lead (7421)
Lead, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Cadmium (7131)
Cadmium, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Antimony (7041)
Antimony, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
82640-33
----------
108 %
05.11.98
05.13.98
1.0
0511M
90 %
05.11.98
05.19.98
1.0
0511J
94 %
05.11.98
05.12.98
1.0
0511J
105 %
05.14.98
05.18.98
1.0
0514H
----------
82640-34
----------
110 %
05.11.98
05.13.98
1.0
0511M
90 %
05.11.98
05.19.98
1.0
0511J
95 %
05.11.98
05.12.98
1.0
0511J
107%
05.14.98
05.18.98
1. 0
0514H
----------
Laboratories in Savannah, GA• Tallahassee. FL• Tampa. FL • Deerfield Beach, FL• Mobile, AL
I s L SAVANNAH LABORATORIES I ' & ENVIRONMENTAL SERVICES, INC.
I
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I
5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 39
I LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
I
82640-33
82640-34
PARAMETER
m Mercury (7470)
Mercury, %
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Matrix Spike% Recovery (MW-13)
Matrix Spike Duplicate~ Recovery (MW-13)
82640-33 82640-34
101 %
05.13.98
05.15.98
1.0
0513T
102 %
05.13.98
05.15.98
1.0
0513T
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I Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL • Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 40
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-35 MS Accuracy Advisory Limit (%R)
PARAMETER
Volatiles by GC/MS (8260)
1,1-Dichloroethene, %
Trichloroethylene, %
Benzene, %
Toluene, %
Surrogate -
Dibromofluoromethane
Surrogate -Toluene-dB
Surrogate -
4-Bromofluorobenzene
Barium (6010)
Barium, %
Beryllium (6010)
Beryllium, %
Manganese (6010)
Manganese, %
Chromium (6010)
Chromium, %-
Vanadium (6010)
Vanadium, %-
Nickel (6010)
Nickel, %
Zinc (6010)
Zinc, %-
82640-35
----------
38-155 %
10-213 %
52-143 %
76-128 %
64 -142 %
67-132 %
67 -134 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
----------
Laboratories in Savannah, GA• Tallahassee. FL• Tampa. FL• Deerfield Beach, FL • Mobile. AL
I s L SAVANNAH LABORATORIES
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& ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: OB MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 41
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
82640-35
PARAMETER
Lead (7421)
Lead, %
Cadmium (7131)
Cadmium, %
MS Accuracy Advisory Limit (%R)
82640-35
80-120 %
80-120 %
• Antimony (7041)
Antimony, %
Mercury (7470)
80-120 %
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Mercury, %-80-120 %
Laboratories in Savannah, GA • Tallahassee. FL• Tampa. FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Mr. Steve Irrninger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 42
DATE/
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES TIME SAMPLED
SVE Exhaust
UMS Exhaust
82640-36
82640-37
82640-38
82640-39
82640-40
U/L Macon Exhaust
Property Line
Upper Dockery Exhaust
PARAMETER 82640-36
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3 <2.0
Methylene chloride
(Dichloromethane), mg/m3
Acetone, mg/m3
1,1-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, mg/m3
<2.0
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
----------
82640-37
<2.0
<2.0
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2,0
<2.0
<2.0
<2.0
<2.0
----------
82640-38
<2.0
<2.0
<4. 0
<2.0
<2,0
<2,0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
----------
05-07-98/1240
05-07-98/1220
05-07-98/1255
05-07-98/1350
05-07-98/1320
82640-39
<2.0
<2.0
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
----------
82640-40
<2.0
<2.0
<4. 0
<2.0
<2, 0
<2. 0
<2. 0
<2. 0
<2.0
<2.0
<2.0
<2,0
<2.0
----------
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL• Deerfield Beach, FL • Mobile, AL
I s L SAVANNAH LABORATORIES
I & ENVIRONMENTAL SERVICES. INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 43
DATE/
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES TIME SAMPLED
82640-41 Lower Dockery Exhaust
PARAMETER 82640-41
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3 <2.0
Methylene chloride <2.0
(Dichloromethane), mg/m3
Acetone, mg/m3
1,1-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, mg/m3
<4. 0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
05-07-98/1330
Laboratories in Savannah, GA• Tallahassee_. FL • Tampa, FL• Deerfield Beach, FL• Mobile, AL
I s L SAVANNAH LABORATORIES
I
& ENVIRONMENTAL SERVICES. INC.
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5102 La Roche Avenue • Savannah, GA 31404 • [phone] • Fax (912) 352·0165
Mr. Steve Irminger
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S8-82640
Received: 08 MAY 98
Reported: 02 JUN 98
Project: 190-00001-02/Macon-Dockery
Sampled By: Client
Code: 16308062
REPORT OF RESULTS Page 44
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
Method Blank 82640-42
82640-43
82640-44
Lab Control Standard% Recovery
LCS Accuracy Control Limit (%R)
PARAMETER 82640-42
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3 <2.0
Methylene chloride <2.0
(Dichloromethane), mg/m3
Acetone, mg/m3
1,1-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
1,2-Dichloroethene, mg/m3
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, mg/m3
<4. 0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2. 0
82640-43
76 %
81 %
82640-44
75-125 %
75-125 %
Note: Sample U/L Macon Eff was not analyzed for Total Suspended Solids, as it
was lost during shipment to the laboratory.
Methods: EPA SW-846
Final Page Of Report
Laboratories in Savannah, GA• Tallahassee, FL• Tampa. FL • Deerfield Beach, FL• Mobile, AL
a;; llliiiiiil liiliiil iiii iiiii ----------Seri-ber -3--S RI SAVANNAH LABORATORIES
Lzi & ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. P.O. NUMBER·
~ 5102 LaRoche Avenue, Savannah, GA 31404
D 2846 Industrial Plaza Drive, Tallahassee, FL 32301
D 414 SW 12th Avenue, Deerfield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Oestrehan, LA 70047
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
(\!\ ct c.OV\ D o c.k e" r MATRIX I TYPE REQUIRED ANALYSES
PROJECT LOC. SAMPLER(s) NAME/
(Slale) N ( C , h PHONE-z0'/ -7 'J', ~l 075,
FAX , 04. -715 -7076/
t C) ----:'.'l g· .ff' _,<:r I~ C:..V'\ c.. l\1 Ul~ t ~ ~ ~
CLIENT NAME CLIENT PROJECT MANAGER ,," --.,.~ .V) -I -s'-s;::'-<.: Arrl:ecd:«.r\-h S'c.1-(V1c.€.S {:'+e.\le. Tv'Vl'\lv1~0'(' c;:c] g Qr::, )// --<'S;
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: (813) 885· 7049
Fax: [phone]
STANDARD
□REPORT DELIVERY
□ EXPEDITED REPORT
OE LIVE RY( surcharge) CLIENTADDRESS(CITY,STATE,ZIP) C ~ I f!!? ;; ~ r--, {:::. $,
(2,\ Lf 1) C\vi'd SUV\ \) r-, , CfY1 C Cl r-d: l\J G ?;-_ f,. 0;)'5 IJJ!Jj a! I II I I I I I I I / Date Due·
SAMPLE SL /.::, "' ;l!,
DATE TIME NO. SAMPLE IDENTIFICATION ~ 01 NUMBER OF CONTAINERS SUBMITTED
" 'C "'
REMARKS
~-6-'12 -DvPl X ·.c:, r I
t;-l ff! -\) tJ pd--. X 3 I t
S-b-'l'2 \ oc'.:10 MSL [Mw, \3) ~ 3 \ t
,;-6-'i~ \ 0(90 MSDL (;v,.vJ-\)) ,2. I I -
.:-/,-9& 15'-{5' MS d--(M\J-ij) 1~ 3 I I --S-i-'l~ \ S"Y 5' /V\ Sh '3-. (MW-II) J '3 \ I
5-7-q?, f?_l-j 0 CVe E:,hciv!'.l '-
"f,, I
t;-1-16 I 7.,7.0 /JM5 [xl,c,-.,,sf X l
---L,--1-ql /l.0-V /L J\11.a Co'\-\ '7,xl,qv',l K I
';-]_-'{</, I 3 !,~o Pr-a ed'1 L,'fle 'I,. I
C:-l-C/'!, l?,).O I J fl no,; hr-Jc.l:,€t-v [i<huvS:f
,_ '{
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~-,.q(, (?. 3,0 Lo'we« \'\cid: 1'~1/ 7x:/,,,;(v5' t-X I
I
DATE TIME RELINO~J6lE? BY,ISIGNATURE) OAT~ TIME RELINQUISHED BY (SIGNATURE)
Cf /'1,,C,, /)/VV--<-( 1c;fr.1-c.!.'1{{"-1'-('-f_u_0-1-------------+----+---1
RECEIVED BY: (SIGNATURE) ~,~~ TIME RECEIVED BY: (SIGNATURE) DATE TIME
l!~~-/n 7Ji'il 1i:-J/J
LABORATORY USE ONLY
TIME CUSTOOYINTACT CUSTODYSEALNO.,
(1, {''t'. ;.:..., :.,;,..,,:·': :::-,• , '· :· -----:J1.~ ~l::JNO' · · •.. ·. ·,. ·
SLLOGNO. . . sf-t I;>-6 ": 6
LABORATORY REMARKS:
J <i z
C,
a: 0
---------------S•ri-ber..i3iJlile -
~11 SAVANNAHLABORATORIES ~ ia'bm & ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. IV\ Y. CC/VI L) CJ c.k-e.t/
PO. NUMBER.
J.v 5102 La Roche Avenue. Savannah, GA 31404
D 2846 Industrial Plaza Drive, Tallahassee, FL 32301
D 414 SW 12th Avenue, Oeeriield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 1 DO, Tampa, FL 33634
0 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: (813) 885· 7427
Phone: [phone]
MATRIX
TYPE REQUIRED ANALYSES
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
STANDARD
□REPORT DELIVERY
□ EXPEDITED REPORT
DE LIVE RY(!;urcharge)
7 -/ Date Due· _____________ _
REMARKS
!;-l-1i \ 0)-0 Ll IV\ .5 'J. 0 F X ,_,_ -f---'-"3---+-_l -+-\--+--+----+-+----+--+------1-------1
b·-7-'1~ 10)-.0 lA, I\J\ S c FP A ::S l 1
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15-1--4 1 1045 Lower fVl4c.C/Y\ TrJr-/\ ~ I I
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RELINQ ,JSH~Y: (SIGNATURE)~(~/ yJ1z; TIME RELlrlSHEQ B/~GNATURE) ~TE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME
/ .•, ~f, -_t)(/ .· q i ,:>, j "A./A -1-16' -; 1hfl ~O{i , , ... ---
REe'EIVE~~ilGNATUR~ '
~JTE
TIME -RECEIVEDBY:,SIGm y DATE TIME RECEIVED BY (SIGNATURE) DATE TIME
f, '>flt t. )/'1/.'-~/V~, IY' '1 '7 C, 11/'x/4-<--<'<-£5';, ,-,_. I
LABORATORY USE ONLY ..
'
SL LOG NO. LABORATORY REMARKS:
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a:
0
SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. P.O. NUMBER '
i;k1l 5102 La Roche Avenue, Savannah, GA 31404
D 2846 Industrial Plaza Drive, Tallahassee, FL 32301
D 414 SW 12th Avenue, Deeriield Beach, FL 33442
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
Cl 100 Alpha Drive, Suite 110, Destrehan, LA 7004 7
Phone: (912) 354· 7858
Phone: [phone]
Phone: [phone]
Phone: (334) 666·6633
Phone: (813) 885,7427
Phone: (504) 764,1100
m CUAJY\ .D a c. k e." ,, MATRIX
TYPE REQUIRED ANALYSES
PROJECTLOC. SAMPLER(s)NAME PHONE 1 0 'f 1 <j ,;--1 07~ I <e
(State) A /C i::::, • "' ,v f:r1'c_pfvG~ FAx 1 rJlf-715-11J1b/ l,i?'
CLIENT NAME CLIENT PROJECT MANAGER 6'? ~ Arri,~o [ARIH Sc..iE/JCE5 Snve, Tr,,..,,.,/.,-,q0V' 9 9' Q VJ o----~-------~-----~--d----1,c,: cf <Y .::::-\/1 -,c'
Fax: [phone]
Fax: (904) 878,9504
Fax: [phone]
Fax: [phone]
Fax: (813) 885,7049
Fax: (504) 725·1163
STANDARD
□REPORT DELIVERY
CLIENT ADDRESS (CITY, STATE, ZIP) ~ k' 0 ✓ ..,_v . / C' C ~ c,, v,:::, f-.'o <_, □EXPEDITED REPORT ~ ~;MP~t\.VLct5cM \'\r. CJY\ (o,d, t\J (, d-.<;(0;}5 J'l '51'1--/-i---f-/-/-i-· --+-/-/-i---f-/.e-/-i---+-/-/-i---f/ Da>eDu~EL'.VE·R-Y1~u,ch:g•I
t----~----< NSOL. / 3 !'c 0~ DATE TIME SAMPLE IDENTIFICATION /f. 0 ;f"'" NUMBER OF CONTAINERS SUBMITTED
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5-£.1« t ftino M w -:2. '+ 3
S--7-<i~ 0 'l 00 I\(\ \1\j'-~ ~ -4-+-+-l5
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\llORATORY BY: (Sit NATURE) DATE
()f\CDJ\'1-P Y'f ~ TIME
9,'Z--7
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LABORATORY USE ONLY
CUSTODY INTACT CUSTODY SEAL NO.
tiv'Es □No
RELINQUISHED BY: (SIGNATURE)
SL LOG NO. LABORATORY REMARKS:
REMARKS
DATE TIME