NCD980840409_19991109_Charles Macon Lagoon Drum_FRBCERCLA RA_Monthly Progress and O & M Report November 1999-OCR

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Macon/Dockery Site·
Richmond County, North Carolina
November 9, I 999 r'
Ms. Giezelle S. Bennett
Remedial Project Manager
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United States Environmental Protection Agency
Region 4
61 Forsyth Street, S.W.
Atlanta, Georgia 30303-3104
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O&M Report -November, 1999
Dear Ms. Bennett:
Reply to: Technical Committee
c/o David L. Jones
Ingersoll-Rand Company
114 Spencer Road
Cassopolis, Michigan
Phone: [phone]
Fax: 6 l 6/445-00 l 1
RECE/Vf:o
DEC201999
SUPERFUND SECTION
On behalf of the Macon/Dockery Site Group ("Group"), the November I 999
Monthly Progress and O&M Report is herewith submitted in accordance with
SECTION XV -PROGRESS REPORTS of the Unilateral Administrative Order
( effective date -June 30, 1992) for the Macon/Dockery Site. This report describes
activities that occurred during the month of November as part of the Remedial
Action phase of this project
PROJECT TASKS INITIATED OR COMPLETED THROUGH
NOVEMBER 1999:
•
•
•
Quarterly influent and effluent sampling of the remediation systems
Quarterly sampling of twelve monitoring wells
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Continued O & M of the systems
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RESULTS OF SAMPLING AND TESTING AND OTHER DATA
RECEIVED:
• Laboratory results for November sampling of the remediation systems are
included in this progress report. Tables I to 4 summarize the influent and effluent
analytical results for the four groundwater treatment systems. Manganese
concentrations reported in the Lower Dockery effluent sample in the previous
month's status report have been reduced to concentrations below the Remediation
Performance Standard. All effluent concentrations reported in November 1999
are below the Remediation Performance Standards.
• Table 5 summarizes the groundwater analytical results of samples
collected from monitoring wells. Table 6 summarizes the analytical results of air
samples. Table 7 summarizes the depth to water measurements and groundwater
elevations for monitoring and recovery wells. Table 8 summarizes the estimated
mass removal ofVOCs from the remedial systems.
The following table summarizes the remedial systems performance for November
1999:
Remediation Total Gallons Average Flow Mass voe Total voe
System Removed For Rate For Removal For Removal Since
Percent
Operational ·
Location November November November Start-Up For November
Upper/Lower o, ~, 5;"1~
Macon 646,405 Gallons • 17.27 GPM • __o,e<:Jpounds ..5,43"jlounds 100%
Lower o.o, 10.i'J
Dockery 464,502 Gallons , 12.41 GPM · (),z.fpounds .ir.15' pounds 100%
Upper o.'1-'L 11.t'Z-
Dockery 277,055 Gallons • 7.40 GPM • ,A61pounds ~pounds 100%
Macon Source ,
I.?, 1 tS.~I
Area 390,353 Gallons • 10.43 GPM · J-.0&' pounds .20:55pounds 100%
GPM -Gallons per minute
TASKS PLANNED FOR DECEMBER 1999:
• Monthly sampling of the remediation systems effluent during the
December 3, 1999 site visit.
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Ms. Giezelle S. Bennett
November 9, I 999
Page 3
• Continue O&M of systems
PROBLEMS AND DELAYS:
• All systems were I 00% operational during the month of November, no
complications or shut downs were experienced.
• Percent operational for each system:
Upper Dockery 100%
Lower Dockery 100%
Upper Macon 100%
Lower Macon 100%
Macon Source Area 100%
SVE System 100%
Respectfully Submitted,
~d~~~~~·-
Project Coordinator
cc: Macon/Dockery Site Group Members
Mike Profit, CDM Federal Programs
David Mattison, NC Super Fund Section
---- -
Sample Date
Location
UD Influent 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/IJ/97
2/5/98
5/7/98
7/9/98
8/7/98
11/4/98
2/11/99
5/12/99
8/5/99
11/3/99 •
Remed1at1on Performance Standard
NA"' Not Analyzed
Nore: • Acetone confirmed by Method 8260
NS "'Not Sampled
-- - - --Table I
Groundwater Quality Summary
Upper Dockery
Macon/ Dockery Site
Richmond County North Carolina '
-
I, I -Dichloroethane 1, I -Dichloroethene Cis/trans-1,2-Dichloroethene Tetrachloroethene
(ug/L) (ug/L) (ug/L) (ug/L)
4.8 150E 1.3 1.3
7.7 130 <1.0 <1.0
4.3 89E 1.2 <1.0
6.5 100 <1.0 <1.0
4.4 120E 1.4 1.3
4 110 <t.O <1.0
4.5 IJOE 1.2 1.4
5.5 140 2 <1.0
7.5 160 <LO <1.0
5.7 !SOE L7 2.1
5.5 120 <1.0 <1.0
5.4 !SOE 1.4 <LO
4.9 96 <l.O <1.0
6.4 200E 1.9 I
6.8 240 <1.0 <1.0
5.2 130 L7 <1.0
3.6 160E LI 1.6
3 92 <LO <1.0
4 130 <l.O <1.0
2 110 <LO <1.0
2 77 <1.0 <1.0
6.1 220 <5.0 <5.0
<10 240 <10 <10
NA NA NA NA
<25 100 <25 <25
<1.0 56 <1.0 <1.0
<1.0 39 <1.0 <1.0
<2 88 <2 <2
<1.0 74 <1.0 <1.0
<5.0 110 <5.0 <5.0
<5,0 69 <5.0 <5.0
<5.0 120 <5.0 <5.0
<5.0 140 <5.0 <5.0
<5.0 75 <5.0 <5.0
<5.0 110 <5.0 <5.0
<5.0 110 <5.0 <5.0
<5.0 • 150 . <5.0 .. <5.0
3500 7 70
- - --- - -
I ,I, I-Trichloroethane Trichloroethylene Toluene
(ug/L) (ug/L) (ug/L)
54 8 3
33 <1.0 <1.0
55 4.5 <1.0
34 5.3 <1.0
50 7.9 <1.0
48 7.8 <1.0
54 8.3 <1.0
56 8.6 2.8
64 10 <1.0
62 9.4 <1.0
42 6.4 <1.0
52 5.7 <1.0
48 5.5 <1.0
19 5.3 <1.0
50 <1.0 <l.O
55 3.8 <I.0
38 5.6 <1.0
25 3.9 <1.0
38 4 8 <1.0
5.2 <LO 2.8
25 3.6 <1.0
52 5.7 <5.0
54 <10 <IO
NA NA NA
31 <25 <25
16 3.5 <LO
13 2.2 <1.0
16 4.2 <2
18 7.3 <1.0
24 <5.0 <5.0
17 <5.0 NS
20 6.4 <5.0
21 <5.0 <5.0
13 7.0 <5.0
20 9.4 <5.0
23 5.0 <5.0
26 5.0 • <5.0 •
200 2.8 1000
-- - ---- -
Sample Date
Location
UD Influent 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
6/5196
7/1/96
8/1/96
11n/96
lln/96
2/5/97
5/14/97
8n/97
11/13/97
2/5/98
5n/98
7/9/98
8/7/98
11/4/98
2/11/99
5/12/99·
8/5/99
11/3/99 ,
Remed1at10n Perfonnance Standard
NA .. Not Analyzed
Note: • Acetone confirmed by ~ethod 8260
NS • Not Samp!ed
Total Xylenes
(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
NS
<5.0
<15
<15
<15
<15
<15,
400
- -- -
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)
<10 20 92 64
<10 <10 <50 <5.0
<10 12 53 14
<10 <10 <50 <5.0
<10 II 54 14
<10 <10 <50 <5.0
<10 19 81 53
<10 <10 <50 <5.0
<10 II 57 II
<IO <10 55 12
<10 <10 <50 <5.0
<10 13 <50 13
<10 <10 <50 <5.0
<10 II <50 7.7
<10 <10 <50 <5.0
<10 <!O <50 <5.0
<10 II 52 <5.0
<10 <10 <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
1so• NA NA NA
<250 12 51 <5.0
<10 <10 58 5.3
<10 <10 <50 <5,0
<20 14.7 55.6 10.3
<10 42 65 78
I 10 16 50 58
NS NS NS NS
<50 13 50 <5.0
<50 23 93 61
<50 II 62 <5.0
<50 13 59 7.2
<50 14 66 <5.0
<50 • 13 • 60 • <5.0 •
3500 50 !000 50
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
NS
<20
<20
<20
<20
<20
<20·
5000
- --- ---
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
NS NS
<3.0 <5.0
<3.0 96
<3.0 8,0
<3.0 38
8.9 <5.0
<3.0 • <5.0 ~
15
--- - --
Sample Date
Location
UD Effluent 5/3/96
6/5/96
7/1/96
8/1/96
9/4/96
10/l/96
I 1/7/96
12/5/96
1/6/97
2/5/97
3/12/97
4/8/97
5/14/97
6/6/97
7f2/97
8n/97
9/5/97
l0f2/97
11/13/97
12/5/97
1/9/98
2/5/98
3/5/98
4/3/98
5/7/98
6/5/98
7/9/98
8/7/98
9/10/98
10/2/98
11/4/98
12/1/98
l/11/99
2/11/99
3/5/99
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
919/99
10/14/99
11/3/99 •
Remediation Perfonnance Standard
NA~ Not Analyzed
~fote: • Acetone confirmed by Method &260
1,1 -Dichloroethane
("g/L)
<1.0
<1.0
<l.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<LO
<LO
<1.0
<l.O
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
3500
- ---Table 1
Groundwater Quality Summary
Upper Dockery
-
Macon/ Dockery Site
Richmond County North Carolina ,
--
I, I -Dichloroethene Cis/trans-1,2-Dichloroethene TetrachloroetheDe 1,1, 1-Trichloroethane
("g/L)
<l.0
<1.0
<LO
<LO
<LO
<LO
<1.0
1.5
<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
25
<1.0
<1.0
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<l.0
<l.0
<l.0
<LO
<l.0
<LO
<l.O .
7
NS~ Not Sampled
("g/L)
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.0
<l.O
<l.O
<1.0
<1.0
<LO
<LO
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<l.O
70
("g/L) ("g/L)
<1.0 <1.0
<1.0 <J.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <LO
<l.O <1.0
<l.O <LO
<1.0 <1.0
<1.0 <1.0
<LO <l.O
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 5.5
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0 . <1.0 <1.0 .
200
--- - - -
Trichloroethylene Toluene
("g/L) ("g/L)
<1.0 <J.0
<1.0 3.9
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<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
<l.O <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
<LO <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<l.O <LO
<l.O <LO
<1.0 <LO
<1.0 <LO
<LO <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 . <1.0.
2.8 1000
-----
Sample Date
Location IID-• 4',111~
6/5196
7/1/96
8/1/96
9/4/96
10/1/96
Iln/96
12/5/96
l/6/97
2/5/97
3/12/97
4/8/97
5/14/97
6/6/97
7/2J97
gn,97
915191
10f2197
1 l/13/97
12/5/97
1/9/98
215198
3/5/98
4/3/98
sn/98
6/5/98
7/9/98
sn/9s
9/10/98
10/2/98
11/4/98
12/1/98
1/11/99
2/11/99
3/5/99
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
9/9/99
I0/14/99
I J/3/99 •
Remediation Perfonnance Standard
NA • Not Analyzed
:-.ote: • Acetone ronfum~ by Method 8260
-----
Total Xylenes
("glL)
<3.0
<3,0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<3.0
<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 •
400
Table 1 (Continued)
Groundwater Quality Summary
Upper Dockery
Macon/Dockery Site
Richmond County North Carolina ,
Acetone Chromium Barium Manganese
("glL) ("glL) ("glL) ("glL)
52 <JO <50 <5.0
<10 <IO <50 <5.0
<IO <10 <50 <5.0
20 14 51 7
<10 <10 55 <5.0
<IO <10 <50 5.9
<10 15 59 <5.0
<JO 12 54 5.1
<10 13 54 <5.0
<10 15 61 5.9
<10 <10 69 <5.0
<10 <JO 63 <5.0
<JO <10 60 7.2
<JO <JO 52 <5.0
<JO <10 55 <5.0
<JO <10 <50 <5.0
<10 <10 110 5.2
<10 <10 SO.I <5.0
<JO 12.l 67.9 18.6
<10 <10 <50 <5.0
<10 11 <50 <5.0
<10 <10 <50 <5.0
<10 <10 <200 <15
<JO <JO <200 5.2
<IO 10 <50 <5.0
<IO <JO 57 <5.0
<JO <JO 51 <5.0
<JO 13 53 <5.0
<IO II 58 <5.0
<25 <JO 54 <JO
<JO II 63 6.3
<25 14 63 40
<JO II 55 <5.0
<JO 15 73 23
<25 II 62 <5.0
<JO II 54 <5.0
<JO 12 57 <5.0
<10 13 66 <5.0
<JO JO 64 <5.0
<JO 14 66 <5.0
<1.0 14 61 <5.0
<JO 14 60 <5.0
<10. 13 • 58. <5.0 •
3500 50 1000 50
----- ---
Zinc Lead Suspended Solids
("glL) ("glL) (mglL)
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 8
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <S.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5,0
<20 <3.0 <5.0
<20 <3.0 <5.0
24.8 <3.0 <5.0
<20 <3,0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3,0 12
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 5.2 <5.0
<20 <3.0 <5.0
<20 <3.0 <5.0
<20 • <3,0 • <5.0 ,
5000 15
- - --
Sample om
Location
LD Influent 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
4fJ/96
5/3/96
61S/%
8/1/96
lln/96
3/12/97
5/14/97
8/7/97
11/13/97
2/5/98
sn/9&
sn/9s
ll/4/98
•2111/99
5/12/99
815/99
11/2/99 •
Remedianon Performance Standard
-
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
<20
<2.0
<5.0
<l.0
<l.O
<1.0
<1.0
<1.0
<1.0
<I.0
<1.0
<1.0
<1.0
<1.0.
----
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County North Carolina
---
1,1 • Dichlorocthane 1,1 • Dichlorocthene Cis/trans-1,2-Dichloroethenc Methylene chloride
(ug/L) (og/L) (og/L) (ug/L)
80 33 <1.0 <2.0
!JOE 43 <1.0 <2.0
80 13 <1.0 <2.0
94E 39 1.8 1.7
64 16 2.2 2.5
82 32 1.7 <2.0
95 35 2.6 <2.0
5.8 100 <LO <2.0
93E 33 <LO <2.0
92 35 <1.0 <2.0
110 47 <LO <2.0
79 36 <LO <2.0
71 30 1.7 <2.0
67 32 I.I 2
83 27 <4.0 <2.0
69 28 <2.0 <4.0
66 21 <5.0 <IO
62 25 <LO <2.0
47 IS <1.0 <2.0
33 13 <1.0 <2.0
34 7.4 <LO <2.0
32 8.2 <1.0 <2.0
39 7.6 <l.O <2.0
34 7.3 <1.0 <2.0
22 4.6 <LO <2.0
29 5.0 <LO <2.0
22 3.6 <J.0 <2.0
14 , 2.6 <l.O . <2.0 ~
3500 7 70
• the influent and cffiaent 1&1111>\es ~ollccted 011 2-11-99 "= =·encd in the field, Table 2 has been corrected l'1 illustrate lh~ proper analytical result.
--- - -- -
I, I, I-Trichloroethane
(ug/L)
40
37
IS
39
18
29
31
54
30
30
34
28
40
42
54
38
23
23
18
12
14
13
13
9.4
6.8
II
10
4.4 .
200
----
Sample D•~
Location
LD Influent 2/13/96
2/14196
2/14196
2/14/96
2/14/96
2/15/96
2116/96
212'1%
2128"6
2/28/96
3/8/96
4/3/96
5/J/96
615196
8/1/96
lln/96
3/12/97
5/14/97
Sn/97
11/13/97
215/98
5n/98
Bn/98
I I/4/98
•2/l 1/99
5112199
8/5/99
11/2/99 •
Remed.iatton Perfonnance Standard
L.._
--
Trichloroethylene 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
6.2 <1.0
4.1 <1.0
3.5 <1.0
2.5 <1.0
3.6 <1.0
2.6 <LO
1.9 <1.0
1.8 <1.0
2.0 <1.0
1.3 <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
(,g/L) (ug/L) (ug/L)
17 <3.0 <IO
8.3 <3.0 <IO
<2.0 <3.0 <JO
8.3 <3.0 <JO
6.5 <3.0 <JO
5.3 <3.0 <JO
4.3 <3.0 <IO
13 3.4 14
1.3 <3.0 <IO
<2.0 <3.0 <IO
<2.0 <3.0 <IO
<2.0 <3.0 <JO
<2.0 <3.0 <JO
2.5 <3.0 <IO
<2.0 <-0.0 <IO
<2.0 <6.0 <JO
<5.0 <15 <IO
<LO <3.0 <JO
<1.0 <3.0 <JO
<LO <3.0 <IO
<1.0 <3.0 <JO
<1.0 <3.0 <IO
<LO <3.0 <IO
<1.0 <3.0 <JO
<1.0 <3.0 <IO
<1.0 <3.0 <JO
<LO <3.0 <JO
<1.0. <3.0 • <JO
1000 400 50
-----
Barium 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 llO <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
<50 210 <20 <0.30 <5.0
<50 270 <20 <0.30 37
<50 260 <20 <0.30 <5.0
<50 190 <20 160 <5.0
<50 61 <20 <0.30 <5.0
<SO• 140 <20 • <0.30,, <5.0
1000 50 5000
• lhe influcn! and effluent samples ccllccted on 2-11-99 were =,-.nod in the field, T•blc: 2 ha., been colTCC!ed to illllS!n.tc the proper U1a!ytial JeS11lL
- -- - -
----
Sample Date
Location
LDEffiuent 211S!96
2/16/96
2l2'196
2/28/96
3/8/96
4/3/96
5/3/96
8/1/96
9/4/96
J0/1/96
Iln/96
12/5/96
1/6/97
3/12/97
4/8/97
5/14/97
6/6/97
7(})97
Sn/97
9/5/97
10/2/97
11113/97
12/5/97
1/9/98
2/5/98
3/5/98
4/3/98
5n/98
615198
7/9/98
817/98
9/10/98
10/2/98
11/4/98
12/1/98
1/11/99
•2111/99
3/5/99
4/8/99
5/12/99
6/10/99
7/8/99
8/5/99
9'1/99
10/14/99
1 lfl199,
Remedial:J.on Performance Standard
,__
-
Chloroform
(ug/L}
<i.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
<I.0
<1.0
<1.0
<;1.0
<1.0
<i.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
<LO
<1.0
<i.O
<1.0
<1.0
<1.0
<1.0
<1.0
<I.0
<1.0
<1.0
<1.0
<1.0
<1.0 .
-- - -
Table 2
Groundwater Quality Summary
Lower Dockery
Macon/ Dockery Site
Richmond County North Carolina
-- -
I, I -Dichloroethane I, I -Dichloroethcne Cis/trans-1,2-Dichlorocthene Methylene chloride
(ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <1.0 <LO <2.0
<1.0 <1.0 <1.0 <2.0
<LO <1.0 <LO <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <LO <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<LO <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<LO <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<LO <1.0 <LO <2.0
<l.O <l.O <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <LO <1.0 <2.0
17 3.2 <LO <2.0
<1.0 <LO <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<l.O <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <LO <1.0 <2.0
<l.O <1.0 <1.0 <2.0
<1.0 <LO <1.0 <2.0
<1.0 <LO <1.0 <2.0
<I.0 <1.0 <1.0 <2.0
<1.0 <LO <1.0 <2.0
<l.O <LO <1.0 <5.0
<LO <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<LO <i.O <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <LO <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
2.5 • <1.0 , <i.O. <2.0,
3500 70 ' • lhc inf111Ct1t ud cffiumt samples collccted 011 2-11-99 were rci,cned in the ricld, Table 2 has bcCII ccnccted IO ill..strai= lhc pn,;,cr uialytical RSllll.
- - - - - - -
I, I, I-Trichloroethane
(ug/L)
<1.0
<1.0
<l.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
<l.O
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
5.5
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0 .
200
----
Sample Date
Location
LD-2113196
2/16/96
2122/96
2128196
3/8/96
4/3/96
5/3/96
S/1196
9/4/96
10/1/96
lln/96
12/5/96
1/6197
3/11197
4/8/97
5/14/97
6/6/97
7/2197
8/7/97
9/5/97
10/2/97
11/13/97
12/5/97
1/9/98
2/5198
3/5198
4/3198
sn/98
6/5/98
7/9/98
sn/9s
9/10/98
1012/98
11/4/98
12/1/98
1/11199
•2111/99
3/5/CJ9
4/8/99
5/12/99
6110/99
7/8199
8/5199
9/9/99
10/14'99
11/2/99 '
Remedianon Performance Standard
--
Trichlorocthylene Benzene
(ug/L) (,g/L)
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<LO <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
<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 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <i.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
<LO <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0. <J.O.
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)
<I.0 <3.0 <10
<1.0 <3.0 <JO
<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
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 <10
<1.0 <3.0 <10
<LO <3.0 <10
<LO <3.0 <10
<1.0 <3.0 <10
<LO <3.0 <10
<1.0 <3.0 <10
<LO <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
<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
<1.0 <3.0 <10
<1.0 <3.0 <10
<l.O <3.0 <10
<1.0 <3.0 <10
<1.0 <3.0 <10
<1.0. <3.0 • <ID.
1000 400 50
-
Barium
(ug/L)
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
70
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<200
<200
<50
<50
<50
<50
<50
17
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
72
93
<50 •
1000
--- -
Manganese Zinc Cadmium Suspended Solids
(,g/L) (ug/L) (,g/L) (mg/L)
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 5
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
14 <20 <0.30 <5.0
13 <20 0.56 <5.0
11 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
35 <20 <0.30 19
6 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0,30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <I <5.0
160 <20 <0.30 <5.0
34 <20 <0,30 <5.0
250 <20 <0.30 58
85 <20 <0.30 <5.0
39 <20 <0.30 <5.0
17 <20 <0.30 <5.0
6.3 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
140 <20 <0.30 <5.0
10 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
5.2 <20 <0.30 <5.0
15 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
<5.0 <20 52 9.5
<S.O <20 <0.30 <5.0
<5.0 <20 <0.30 <5.0
5.0 <20 <0.30 <5.0
520 31 <0.30 <5.0
470 38 <0.30 <5.0
11 • <20 <0.30 • <5.0 •
50 5000
• the influcr,t ,u,d cffiucnt samples collected on 2,11,99 were reversed in the field, T•ble 2 hu bccr, co=tcd u:, i!lmlnllc the proper analytical rcsu!L
-- - - -
llii
'-
- - -
Sample Dote
Location
UMSA Influent 2/13/96
2114196
2/14/96
2/15/96
2/16/96
2/17/96
2122/96
V28/96
3/8/96
4/3/96
513/96
6/5/96
7/1/96
7/30/96
lln/96
2/4/97
(DUP) 214/97
5/12/97
(DUP) 5/12/97
gn,97
11/13/97
2/5/98
sn/9s
sn/98
1 J/4/98
2/11/99
5/13/99
8/5/99
1111.199 •
R.£inedi:ation Pafomuw:e ~
Note: NA'-Not Analyzed
DUP•duplicu
---
Chlorofonn 1,J .Dichloroethanc
(ui,'L) (ui,'L)
<l.0 15
I.I 14
<1.0 11
<1.0 12
<1.0 7.5
<1.0 9.7
I.I IQ
<1.0 9.8
<1.0 7.6
<LO 5.5
<LO 4.8
<l.O 8.7
<l.O 3.8
<l.0 7.9
<1.0 7.2
<l.O 3.0
<1.0 24
<1.0 3.8
<1.0 4.6
<1.0 11.0
<2.0 4.8
<2.0 12.0
<2.0 11.0
<JO <JO
<JO <10
<10 16
<25 <25
<25 <25
<25. <25
3500
----Table3
Groundwater Quality Summary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County North Carolina
-
1,1-Dichlorocthene Cis/trans-1,2-Dichloroelhene T etrachloroethene
(u,y!,) (u,y!,) (uglL)
14 19 16
11 10 7.3
14 11 17
14 II 18
21 17 14
18 16 11
17 16 15
16 13 12
IQ IQ 7.7
16 8.5 7.4
12 6.9 5.7
22 6 <1.0
11 6.9 4.8
15 IQ 6.4
9.2 7.5 2.3
27 7.8 2.3
25 6.2 1.8
26 16 8.9
21 16 8.2
55 23 12
72 12 8.7
110 21 11
67 15 13
120 <10 <20
180 <JO <10
370 12 30
380 <25 <25
490 <25 <25
480 . <25. 26 •
7 70
- - - - - - -
1, 1,1-Trichlorocthanc Trichloroethylene
(ui,'L) (ui,'L)
5.9 25
7.2 10
6.1 17
5.9 16
9.7 25
7 24
7.6 25
5.8 21
41 16
54 18
<1.0 12
6 13
4.3 12
4.2 13
3.4 10
8.8 15
7.9 14
5 22
3.7 18
6.9 17
12 13
24 17
16 11
22 <10
23 <JO
57 14
61 <25
78 <25
69 • <25•
200 2.8
-----
Sample Date
Location
U}.,f.SA Influent 2/13/96
2/14/96
2/14/96
2/15/96
2/16/96
2/17/96
2122196
'1128/96
3/8/96
4/3/96
5/3/96
6/5196
7/1/96
7/30/96
lln/96
2/4197
(Du"P) 2/4/97
5/12/97
(DUP) 5/12197
8n/91
11/13/97
2/5/98
5n/98
8n/98
11/4198
2/11/99
5/13/99
8/5/99
11/2/99'
Remediation Perlomuinee Slandllrd
Note: NA.•Nct Anai}"Z.!ld
DUP-dup~
- -
Vinyl chloride Benz=,
(ug'L) (ug'L)
<1.0 <1.0
<LO L5
<1.0 I
<LO L3
<l.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<LO <1.0
<1.0 <1.0
I.I <1.0
<1.0 <LO
4.5 <LO
2 <1.0
<1.0 <l.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <LO
<2.0 <2.0
6.6 <2.0
6.6 <2.0
<10 <10
<10 <10
<10 <10
<25 <25
<25 <25
<25 • <25 ~
- --
Toluene
(ug'L)
1.9
<LO
<LO
I
<l.O
<l.O
<1.0
<l.O
<1.0
<1.0
<1.0
3.6
<1.0
<1.0
I
<l.0
<1.0
<1.0
<1.0
<LO
<2.0
<2.0
<2.0
<10
<10
<10
<25
<25
<25.
1000
Table 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina
Chromium Barium Manganese
(ug'L) (ug'L) (ug'L)
<10 140 300
<10 110 180
<10 110 160
<10 100 140
<10 120 160
<10 110 110
<10 120 65
<10 130 52
<10 130 41
<10 110 27
<10 'Tl 21
<10 130 19
11 110 13
<10 130 13
<10 140 9.8
<IO 150 24
<IO 140 17
<10 120 68
<10 150 55
34 210 93
<IO 139 <5.0
<10 190 16
<10 190 50
<10 180 34
<10 180 22
<10 200 25
<10 160 14
<IO 140 12
<10 • 180 • 13 •
50 1000 50
Zinc
(ug'L)
55
<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
<20.
5000
-- --- - - -
Cadmium Le,d M"""J' Suspended Solids
(ug'L) (ug'L) (ug'L) (rng'L)
<0.30 3.5 <.2 21
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <2 <5.0
<0.30 <3.0 0.22 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 7
<0.30 <3.0 <.2 <5.0
<0.30 8.2 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 NA 5
<0.30 <3.0 NA 6
<0.30 <3.0 NA 10
<0.30 <3.0 NA 36
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 5
<0.30 7.4 NA NS
<! <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 5
<0.30 <3.0 NA <5.0
32 <3.0 NA <5.0
<0.30 5.9 NA <5.0
<0.30 " <3.0. NA <5.0 •
5 15
--- -
Sample Date
Location
lThiSA Effluent 2111196
2122/96
2/18/96
3/8/96
413/96
513/96
615196
111196
7/30/96
9/4196
10/1/96
Itn/96
12/5/96
1/6/97
214/97
3/12197
4/8/97
5/12/97
6/6/97
711197
8n!91
9/5/97
10f2197
l 1/13/97
1215197
1/9/98
215/98
3/5/98
4/3/98
sn19s
6/5/98
7/9/98
sn19s
9/10/98
10/2/98
11/4/98
12/1/98
1/11/99
2/11/99
315199
418/99
5/13199
6/10/99
7/8/99
8/5/99
9/9/99
10/14/99
11/2/99 •
~n Pe:d"omnw:e standard
Note: NA.-Not Analyzed
-
Chlorofonn
(ug'L)
<l.0
<1.0
<LO
<l.0
<I.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<l.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<LI)
<1.0
<l.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0.
--
l,l • Dichloroethane
(ug'L)
<LO
<LO
<LO
<LO
<1.0
<LO
<1.0
<l.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<l.O
<1.0
<1.0
<1.0
<l.0
<1.0
<l.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
3500
DUP -duplicate
----Table 3
Groundwater Qua1ity Summary
Upper Macon Source Area
Macon/ Dockery Site
Richmond County North Carolina
-
1,1-Dichloroethenc Cis/trans-1,2-Dichloroethene T etrachloroethene
(ug'L) (ug'L) (ug'L)
<1.0 <1.0 <1.0
<l.O <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 <l.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <LO <LO
<LO <1.0 <1.0
<LO <1.0 <l.0
<LO <LO <LO
<1.0 <1.0 <LO
<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 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <LO
<LO <1.0 <1.0
<1.0 <LO <LO
<1.0 <LO <1.0
<LO <LO <1.0
<LO <l.O <I.0
<LO <l.0 <1.0
<l.0 <l.0 <l.O
<1.0 <1.0 <1.0
<1.0 <LO <1.0
<LO <1.0 <1.0
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <I.0
<1.0 <LO <LO
<1.0 <1.0 <LO
<LO <1.0 <LO
<LO <1.0 <LO
<1.0 <1.0 <LO
<1.0 <1.0 <l.O
<1.0 <LO <1.0
<1.0 <1.0 <I.0
<LO <1.0 <1.0
<LO <1.0 <1.0
<LO <1.0 <1.0 .
7 70
- - - -- --
1, 1, I-Trichloroethane Trichloroethylene
(ug'L) (uglL)
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<I.0 <I.0
<LO <LO
<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
<LO <1.0
<1.0 <LO
<1.0 <1.0
<LO <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <I.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <LO
<LO <1.0
<LO <LO
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <LO
<I.0 <1.0
<1.0 <1.0
<1.0 <l.0
<LO <LO
<1.0 <LO
<LO <LO
<l.0 <LO
<1.0 <LO
<l.O <l.O
<LO <LO
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0 .
200 2.8
--
0
---
Sample Date
Location \/MM_, 2/1)/91
2122/96
2/28/96
3/8/96
4/3/96
5/3/96
615/96
7/1/96
7/30/96
9/4/96
10/1/96
lln/96
1215196
1/6/97
]14197
3/12/97
418191
5/12/97
616191
712197
8n/97
915m
10nJ91
11/13/97
1715191
1/9/98
715/98
3/5/98
4/3/98
5n/98
6/5/98
7/9/98
8n/98
9/10/98
10/2/98
11/4/98
1711/98
1/11/99
7111/99
315/99
418/99
5/13/99
6110/99
1/8199
8/5/99
9/9199
10/14/99
11/2199 •
Remediation Pfflomuui,:t Stand3rd
Not.e: NA=N()! Arullyzed
--
Vinyl chloride Benzene
(u,/L) (u,/L)
<1.0 <LO
<1.0 <10
<LO <1.0
<LO <1.0
<LO <1.0
<LO <1.0
<I.0 <1.0
<LO <LO
<l.O <1.0
<LO <LO
<LO <LO
<I.0 <LO
<LO <1.0
<LO <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <1.0
<1.0 <1.0
<l.0 <l.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <LO
<1.0 <1.0
<l.O <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <l.O
<1.0 <l.O
<1.0 <1.0
<LO <1.0
<1.0 • <l.O •
Note: NA• Not Arullyzed
--- -
Toluene
(u,/L)
<LO
<l.O
<LO
<l.O
<LO
<LO
2.9
<l.O
<LO
<LO
<l.O
<1.0
<1.0
<LO
<LO
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<LO
<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
<l.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.
1000
Table 3 (Continued)
Groundwater Quality Summary
Upper Macon Source Area
Macon/Dockery Site
Richmond County North Carolina
Chromium Barium Manganese
(u,/L) (u,/L) (u,/L)
<10 120 120
<JO 120 70
<JO 130 51
<JO 120 37
<JO 110 27
<JO 120 26
<JO 130 22
12 110 14
<JO 200 I 10
11 170 68
<JO 130 13
<10 140 13
<JO 170 17
<JO 200 46
<JO 160 29
<JO 130 30
<JO 200 30
12 210 95
<JO 240 74
<10 180 41
11 230 250
<JO 130 27
<10 185 31.5
<JO 129 84.2
<JO 150 160
<JO 180 33
<JO 200 20
11 210 160
<JO <200 64
<10 210 310
<JO 160 46
<JO 240 110
<JO 190 37
<JO 200 56
<JO 190 110
JO 220 450
<IO 160 68
<JO 150 120
<JO 230 120
<JO 180 JOO
<JO 170 72
<JO 170 66
<JO 180 JOO
<JO 170 ® <JO 140 '~ <10 150 340
<JO 200 37
<10' 180 • 13
50 1000
DUP • dupliCIU
Zinc
(u,/L)
<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
<20
<20
<20
<20
<20
48
<20
<20
22
25
<20
<20
<20
<20
<20
24
<20
<20.
5000
- ---- - - -
Cadmium Load M=my Suspended Solids
(u,/L) (ui,'L) (ug/L) (mg/L)
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <.2 5
<0.30 <3.0 <.2 <5.0
<0.30 <3.0 <2 6
<0.30 <3.0 NA <5.0
<0.30 9.2 NA 23
<0.30 66 NA 16
0.47 <3.0 NA 24
<0.30 <3.0 NA 26
<0.30 <3.0 <0.20 5
<0.30 3.5 NA 120
<0.30 <3.0 NA 8
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 7
<0.30 <3.0 NA JOO
<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
<I <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
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA 33
<0.30 <3.0 NA 12
<0.30 4.6 NA 180
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
36 <3.0 NA 8.5
<0.30 <3.0 NA <5.0
<0.30 3.3 NA <5.0
<0.30 8.7 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 <3.0 NA <5.0
<0.30 • <3.0• NA <5.0. -
5 15 I.I
- - --- -
Sample . Date Chloroform 1,1 -Dichloroethane
Location (,g/L) (ug/L)
UM Influent '122196 6 4.1
2/23/96 3 4.5
2/24/96 1.4 4.6
2125/96 1.2 <1.0
'1281% 3.5 5.8
3/8/96 <1.0 4.7
3/16/96 <1.0 5.5
413/96 <1.0 4.4
61S/96 <1.0 4.9
7/1/96 <1.0 3.8
7/30/96 <1.0 4.1
11/7/96 <LO 5.3
2/4/97 <1.0 5.5
5/12/97 <1.0 II
sn191 <LO 5.8
11/13/97 <LO 5.3
2/5/98 <1.0 6.9
5/7/98 <1.0 5
sn/98 <1.0 3.6
I 1/4/98 <LO 2.9
2/11/99 <LO 4.3
5/13/99 <1.0 4.4
8/5/99 <1.0 4.1
11/3/99 • <1.0 ♦ 4.2 •
LM Influent '122196 14 26
2/23/96 13 29
2/24/96 8.9 30
2/25/96 8.2 31
2/28/96 3 32
318/96 <1.0 9.5
3/16/96 <1.0 8.1
4/3/96 <1.0 7.3
S/3196 <1.0 8.6
615/96 <1.0 12
7/30/% <1.0 17
lln/96 <1.0 II
214197 1.6 9.8
(DUP) 2/4197 1.5 9.0
5/12197 <LO 5.3
8/7/97 <1.0 13.0
11/13197 <1.0 9.5
215198 <1.0 13.0
5/7/98 <1.0 12.0
8n/98 <1.0 16.0
11/4/98 <1.0 13.0
2/J 1/99 <1.0 13.0
5/13199 <1.0 10.0
8/5/99 <1.0 7.8
11/3199 • <1.0 • 2.0 •
Remed1at1on Performance Standard 3500
- ---Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County North Carolina
-
1,1 • Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride
(ug/L) (ug/L) (,g/L)
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
1.6 6.4 <2.0
1.4 3.7 <2.0
2 5.1 <2.0
3.4 8.1 <2.0
3.3 6.5 <2.0
5.6 • 6.1 <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
2.1 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 1.2 <2.0
2.5 1.6 <2.0
I.I I <2.0
1.3 <1.0 <2.0
2.2 1.3 <2.0
1.4 <1.0 <2.0
1.0 <1.0 <2.0
<1.0 I.I . <2.0 •
7 70
- - - --- -
T etrachlor0<:thene I, l, 1-Trichloroethane
(ug/L) (ug/L)
4.8 <1.0
4.8 <1.0
6 <1.0
6.9 <1.0
5 <1.0
3.8 <1.0
4.6 <LO
4 <LO
<1.0 <1.0
3.3 <1.0
3.3 <LO
2.3 <1.0
2.5 <1.0
<1.0 4.5
2.1 <1.0
1.6 <l.O
I.I <1.0
2.5 <1.0
1.2 <1.0
<1.0 <1.0
I <1.0
1.6 <1.0
1.3 <1.0
1.5 . I .
2 14
2.1 15
2.7 17
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
<LO 4.4
<1.0 3.8
2 <1.0
<1.0 4.4
<LO 3.3
<i.O 4.1
<1.0 4.1
<LO 4.4
<1.0 4.1
<1.0 3.7
<1.0 4.1
<1.0 3.4
<1.0 <1.0 .
200
-- --- - --Sample Date T riehloroethylcnc Toluene Chromium Location (ug/L) (ug/L) (ug/L) UM Influent 2121196 12 15 <IO 2fl3/96 12 12 <IO 2/24/96 14 9.7 <JO 212S/96 15 9.2 <IO 2/28/96 14 2.9 <IO 3/8/96 12 <1.0 <IO 3/16/96 12 <1.0 <IO 4/3/96 IO <1.0 <IO 615196 9.8 3.2 <IO 711196 7.6 <LO <IO 7/30/96 9.8 <1.0 <IO 11/7/96 8.3 <1.0 <IO 114/97 8.2 <1.0 <IO S/12/97 4.1 <LO <IO sn/97 8.1 <1.0 <IO 11/13/97 3.9 <1.0 <IO 215198 5.9 <1.0 <IO sn/9s 5.8 <1.0 <IO Sn/98 6.2 <1.0 <IO 11/4/98 3.6 <LO <IO 2111199 4.4 <J.0 <IO 5/13/99 5.3 <1.0 <IO 815199 4.2 <1.0 <IO 11/3/99 • 4.2 • <1.0. <10, LM Influent 2/22/96 3.3 15 <IO 2/23/% 3.6 18 <IO 2/24/96 4.5 17 <IO 2/25/96 4.4 15 <IO 2/28/96 4 4.2 <IO 3/8/96 I.I <1.0 <IO 3/16/96 1.4 <1.0 <IO 4/3/96 4.7 <1.0 <IO 513196 4.6 <1.0 <IO 615/96 4.9 4.6 <IO 7130/96 4.1 <J.0 <IO lln/96 4.5 <1.0 <IO 2/4/97 3.7 <1.0 <IO (OUP) 2/4/97 3.1 <1.0 <IO 5/12197 8.3 <l.0 <IO sn/97 3.3 <1.0 <IO 11/13/97 1.9 <1.0 <IO 2/5/98 3.4 <1.0 <IO 5n/9s 3.7 <1.0 <IO 8n/9s 3.5 <l.0 <IO 11/4198 3.0 <1.0 <IO 2/1 i/99 3.6 <1.0 <IO 5/13/99 3.7 <LO <IO 8/5/99 2.4 <LO <IO 1113/99 • 1.0 • <1.0 , <10 1 Remediation Performance Standard --2.8 1000 50 I._ ---Table 4 (Continued) Groundwater Quality Summary Upper/Lower Macon System Macon/Dockery Site Richmond C~unty, North Carolina Barium Manganese Zinc (ug/L) (ug/L) (ug/L) <50 36 120 <50 31 110 <50 30 110 <SO 28 110 <SO 18 40 <SO 13 50 <SO 20 50 <SO 9.3 26 <SO <5.0 22 <SO <5.0 <20 <SO <5.0 <20 <SO <5.0 <20 36 <S.O <20 <SO 12 <20 <SO 7.2 <20 <SO 28.7 <20 <SO 8.4 <20 <SO 16 <20 <SO 13 <20 <SO 52 <20 <SO 14 <20 <50 II <20 <SO <5.0 <20 <50, <.':i.O • <20 • 77 130 120 81 140 130 86 16-0 16-0 86 16-0 160 100 150 240 <SO 72 52 <SO 53 57 <SO 72 44 24 31 27 <SO 21 24 <SO 20 <20 <SO 6.4 <20 34 19 <20 34 16 <20 <SO <5.0 <20 <SO <5.0 <20 <50 55.1 <20 <50 II <20 <50 <5.0 <20 <50 17 <20 58 99 <20 <50 8.8 <20 <50 70 <20 <SO <5.0 <20 <SO• 6.1 • <20. ----1000 ·-50 , ___ 5000 - --- - -- -Cadmium Lead Suspended Solids (ug/L) (ug/L) (mg/L) <0.30 4.8 <5.0 <0.30 4.5 <5.0 <0.30 3.6 <S.O <0.30 3.4 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 3 IO <0.30 <3.0 13 <0.30 <3.0 <S.O <0.30 <3.0 <5.0 <0.30 <3.0 <S.O <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 NA <0.30 <3.0 <5.0 <0.30 <3.0 5 <0.30 <3.0 <S.O <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <S.O 49 <3.0 <5.0 <0.30 7.2 <5.0 <0.30 • <3.0 • <5.0 • <0.30 5.5 <5.0 <0.30 5 <5.0 <0.30 4.4 <5.0 <0.30 3.2 <5.0 <0.30 3.3 <5.0 <0.30 <3.0 7 <0.30 <3.0 <5.0 <0.30 <3.0 7 <0.30 <3.0 <5.0 <0.30 <3.0 5 <0.30 <3.0 6 <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 NA <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <5.0 <0.30 <3.0 <S.O <0.30 5.0 40 <0.30 <3.0 9.0 25 <3.0 <5.0 <0.30 6.4 <5.0 <0.30 # <3.0 • <5.0 • . 15
- ---
Sample D•k
Location
U/L Effluent 2124/96
212S/96
2/28/96
3181%
3/16/96
4/3/96
S/319{,
6/5/96
7/1196
7130/96
9/4/96
10/1/96
11/7/96
12/5/96
1/6/97
214191
3/12/97
4/8/97
5/12/97
6/6197
712197
7/25/97
8n/97
9/5197
10/2197
11/13/97
12/5/97
1/9/98
2/5/98
3/5/98
4/3/98
5/7/98
6/5/98
7/9/98
8/7/98
9/10/98
1012/98
I 1/4/98
12/1/98
1/11/99
2/11/99
3/5/99
4/8/99
5/13/99
6/10/99
7/8/99
BJS/99
919199
10/14/99
11/3/99 •
Remedianon Performance Standard
Noti:: 7/25/97 Sampled for Mallp.,1o:se only.
-
Chloroform
(ug/L)
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<LO
NA
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<J.0
<LO
<1.0
<1.0
<1.0 ,
------Table 4
Groundwater Quality Summary
Upper/Lower Macon System
Macon/ Dockery Site
Richmond County North Carolina
-
I. I -Dithloroetham: 1,1 • Dichloroethene Cis/trans-1,2-Dichlorocthenc Methylene chloride
(ug/L)
<1.0
<1.0
<1.0
<1.0
<1.0
1.8
<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
<J.0
2.4
NA
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<l.O
<l.O
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
<LO .
3500
(•g/L)
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
NA
<1.0
<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
<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
7
DUP -duplicate
.
(•g/L)
<1.0
<1.0
<LO
<1.0
<1.0
1.6
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<1.0
<LO
<1.0
<LO
<1.0
<1.0
1.8
NA
<1.0
<1.0
<1.0
<LO
<1.0
<LO
<LO
<LO
<1.0
<I.O
<1.0
<1.0
<LO
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
70
NA• ;:01 Analyzed
(ug/L)
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
NA
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<5.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0 .
NS• Not Sampled
-------
T etrachlorocthenc I, I, I-Trichloroethane
(•g/L) (ug/L)
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <LO
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<LO <LO
<1.0 <1.0
<LO <LO
<1.0 <LO
<1.0 <1.0
<1.0 <J.O
<1.0 <1.0
<1.0 <1.0
<LO <1.0
NA NA
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0
<1.0 <1.0
<l.O <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<1.0 <LO
<1.0 <1.0
<1.0 <1.0
<1.0 <1.0
<LO <1.0 .
200
--
,..__
- - -
Sample Date
Location
UM 11:tbu:mt 2/2l/91
2!25/96
2/28/96
3/8/96
3/16/96
4/3/96
5/3/96
615196
7/1/96
7/30/96
9/4/96
10/1/96
11n/96
12/5/96
1/6/97
2/4/97
3/12/97
4/8/97
5/12/97
6/6/97
7/2/97
?flS/91
8/7/97
9/S/91
10/2/97
11/13/97
12/5/97
1/9/98
2/5/98
3/5/98
4/3/98
5n/98
6/5/98
7/9/98
8n/98
9/10/98
1012198
11/4/98
12/1/98
1/11/99
2/11/99
3/5/99
4/8/99
5/13/99
6/10/99
7/8199
8/5/99
9/9/99
10/14/99
11/3/99 •
Remediation Performance Standard
Note. 7{2j/97 Sampled for Manganese onl)
-
Trichloroethylene
(ug/L)
<l.O
<1.0
<l.O
<1.0
<LO
1.9
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
<LO
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<LO
NA
<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.O
<1.0
<LO
<1.0
<1.0
<1.0
<LO
<1.0.
2.8
DUP duplicate
-
Toluene
(ug/L)
<1.0
<i.O
<i.O
<1.0
<1.0
<1.0
<1.0
2.1
<1.0
<LO
<1.0
<LO
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<LO
<1.0
<1.0
NA
<LO
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
<l.O
<1.0
<1.0
<1.0
<1.0
<l.O
<l.O
<l.O
<I.0
<l.O
<1.0
<I.0
<1.0
<l.O
<1.0
<i.O
<1.0
<l.O
<l.O •
1000
-
Chromium
(,g/L)
<10
<10
<10
<IO
<10
<10
<10
<10
<10
<10
<IO
<10
<10
<10
<10
<IO
<IO
<IO
<IO
<IO
<10
NA
<10
<10
<IO
<10
<10
<IO
<IO
<IO
<IO
<IO
<IO
<10
<IO
<IO
<IO
<IO
<IO
<IO
<10
<IO
<IO
<10
<IO
<10
<IO
<IO
<IO
<10•
50
- --Table 4 (Continurd)
Groundwater Quality Summary
Uppcr-/Lower Macon System
Macon/Dockery Site
Richmond County North Carolina
Barium Manganese Zinc
(ug/L) (ug/L) {ug/L)
83 150 150
90 16-0 170
<50 32 59
<50 39 56
<50 31 51
<SO 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 54 <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
<50 <5.0 <20
<50 <5.0 <20
<50 9.2 <20
<50 6.7 <20
31 <10 <20
<50 6.2 <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
<50 <5.0 <20
<50 47 <20
<50 <5.0 <20
<50 <5.0 <20
<50 <5.0. <20
1000 50 5000
NA" Not Analyzed NS• Nol Sampled
---- ----
Cadmium Lead Suspended Solids
(ug/1.) (ug/L) (mg/L)
<0.30 3.7 <5.0
<0.30 3.6 <5.0
<0.30 <3.0 8
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 3.6 10
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 24
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 8
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 NA NA
<0.30 3.1 NS
<0.30 <3.0 <5.0
<0.30 <3.0 25
<0.30 <3.0 <5
<0.30 <3.0 <5
<0.30 <3.0 <5
<0.30 <3.0 <5
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 NA
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 <3.0 <5.0
<0.30 3.7 <5.0
<0.30 <3.0 <5.0
<0.30. <3.0 <5.0
<0.30 • <3.0 <5.0.
5 15
-- - -
Well Date Chloroform
Number (ug/L)
Upper Dockery
MW 15 2/13/96 <25
5111% <25
7/3 J/96 <25
(DUP 2) 7/J 1/96 <25
Iln/96 <25
(DUP) lln/96 <50
2/5/97 <25
5/12197 <JOO
(DUP 2) 5/12/97 <JOO
8/5/97 <JO
(DUPLICATE I) 11/12/97 <5
11/12/97 <JO
(DUP I) 2/5198 <25
2/5198 <JO
5/6198 <SO
(DUP !) 5/6/98 <50
8/6/98 <JOO
1113/98 <50
2/11/99 <25
5112199 <25
8/5/99 <25
I lf2199 • <JO•
MW25 2/IJ/96 <J.O
512196 <1.0
7/J 1/96 <1.0
1117196 <1.0
215191 <1.0
5/13/97 <1.0
8/5/97 <J.0
11/12/97 <1.0
2/5/98 <1.0
snf98 <LO
8/6/98 ·<LO
11/3/98 <1.0
2/11/99 <1.0
5/12/99 <1.0
8/5199 <1.0
11/2199 • <1.0.
Lower Dockery
MWJ6 2/13/96 <1.0
5/2)96 <l.O
7131/96 <LO
lln/96 <1.0
(DUP) l!n/96 <LO
2/5/97 <1,0
5/13/97 <1.0
8/6/97 <2.0
11/12/97 <1.0
2/5/98 <1.0
5/6/98 <1.0
8/6/98 <1.0
11/3/98 <1.0
2/11/99 <1.0
S/12/99 <2.0
S\io\99 ~-<LO
<i.O •
Remed1a11on Performance Standard
NA= Not Analyzed DL = Dilution
0
---- -
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina '
-
I, I -Dichloroethane l, l -Dicbloroethene Cis/=•l,2-Dichloroethenc Methylene chloride
(ug/L) (ug/L) (ug/L) (ug/L)
22 280 <25 <50
35 630 <25 <50
<25 610 <25 <50
<25 450 <25 <50
29 lllllO <25 <50
<50 1600 <50 <JOO
62 1200 <25 <50
<JOO 480 <JOO <200
<JOO 540 <JOO <200
17 330 <JO <20
II 220 <5.0 <JO
<JO 46 <JO <20
<25 200 <25 <50
<JO 310 <JO <20
66 1300 <50 <JOO
96 1800 <50 <JOO
<JOO 2100 <JOO <200
<50 1300 <50 <JOO
<25 610 <25 <120
<25 750 <25 <SO
<25 390 <25 <SO
<10 • 320' <JO <20
4.2 <1.0 <1.0 <2.0
<1.0 <LO <LO <2.0
<1.0 1.2 <1.0 <2.0
<1.0 16 <1.0 <2.0
<LO LI <LO <2.0
<J.O <1.0 <1.0 <2.0
<1.0 <1.0 <J.0 <2.0
<1.0 <1.0 <l.O <2.0
<1.0 LI <1.0 <2.0
<1.0 <l.O <1.0 <2.0
<1.0 <1.0 <l.O <ZO
<1.0 <1.0 <1.0 <20
<1.0 <1.0 <1.0 <2.0
<1.0 <1.0 <1.0 <2.0
<1.0 ,<1.0 <1.0 <2.0
<1.0. <1.0 <1.0 . <2.0
57 29 <LO <2.0
56 29 <1.0 <2.0
41 23 <LO <2.0
37 24 <LO <2.0
32 19 <LO <2.0
41 24 <l.O <2.0
" 32 <1.0 <2.0
40 18 <2.0 <4.0
SJ 27 <l.O <2.0
68 21 <1.0 <2.0
20 6.9 <1.0 <2.0
22 5.7 <1.0 <2.0
25 13 <1.0 <2.0
14 65 <1.0 <2.0
13 5.4 <2.0 @tz.1 13 4.3 <1.0
15 , 6.7 • <l.O , <2.0 •
3500 70
Ol,"P duplieale
-- - - ----
Tctn.ch!oroethene I, I, I -Trichloroethane Trichloroethylenc Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<25 120 <25 <25 <25 26
JO 170 <25 <25 <25 <25
<25 210 <25 <25 <25 35
<25 160 <25 <25 <25 33
<25 290 <25 <25 <25 <25
<50 400 <50 <50 <50 <50
<25 380 <25 <25 <25 <25
<JOO 160 <JOO <JOO <JOO <JOO
<JOO 160 <JOO <JOO <JOO <JOO
<20 JOO <20 <JO <JO <JO
<5.0 50 <5.0 <S.0 <5.0 <5.0
<JO 13 <JO <JO <JO <JO
<25 58 <25 <25 <25 '20
<JO 70 <JO <JO <JO 45
<50 440 <50 <50 <50 260
<50 710 <50 <50 <50 380
<JOO 730 <JOO <JOO <JOO <JOO
<50 280 <50 <50 <50 <50
<25 JOO <25 <25 <25 <25
<25 150 <25 <25 <25 <25
<25 I JO <25 <25 <25 <25
<IO • 76. <JO <JO • <JO• 33 •
<1.0 LI <1.0 <1.0 <1.0 <l.O
<1.0 <LO <l.O <1.0 <l.O <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<].0 <1.0 <1.0 <1.0 <].0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 <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 <i.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 <i.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <J.O <1.0
<LO <1.0 <i.O <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <l.O <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0. <1.0.
<l.O 68 4 <I 0 <1.0 <1.0
<!.O 73 3.8 <J.O <1.0 <J.O
<1.0 50 2.2 <l.O <1.0 <1.0
<1.0 50 2.6 <1.0 <1.0 LI
<1.0 42 2 <LO <1.0 2
<1.0 59 4.3 <1.0 <J.0 <1.0
<1.0 75 3.2 <1.0 <1.0 <1.0
<2.0 63 2.1 <2.0 <2.0 <2.0
<1.0 70 3.9 <LO <1.0 <1.0
<1.0 52 2.3 <!.O <1.0 <1.0
<1.0 36 19 <1.0 <1.0 <1.0
<1.0 31 L2 <1.0 <1,0 <1.0
<1.0 38 <l.0 <1.0 <LO <1.0
<1.0 21 <1.0 <1.0 <1.0 <J.O
<2.0 29 <2.0 <2.0 <2.0 <2.0
<1.0 20 <1.0 <1.0 <1.0 <1.0
<1.0 19 <J.0. <1.0 • <1.0 • <1.0 •
200 2.8 JllllO
--
0
----
Well Date
Number
Upper Dockery
MW 15 2/13/96
5/2196
7/31/96
(DUP 2) 7/Jl/96
lln/96
(DUP) lln/96
2/5/97
5/12/97
(DUP 2) 5/12/97
8/5/97
(DUPLICATE I) 11/12/97
11/12/97
(DUP I) 2/5198
2/5/98
5/6/98
(DUP 1) 5/6198
816198
I Jll/98
Z/l 1/99
5/12199
8/5/99
J ](2199 •
MW25 2/13196
5/2196
7/31/96
lln/96
2/5/97
5/13/97
8/5/97
11/12/97
2/5/98
sn/98
816198
1 ]/3/98
2/11/99
5/12199
815199
1112199 •
Lower Dod:ery
MWJ6 2113/96
5/2/96
7/31196
lln/96
(DUP) 11n/96
2/5/97
5/IJ/97
8/6/97
11/12/97
215198
5/6/98
8/6/98
11/3/98
2/11/99
5/12/99 e,f lo\~'!> -c1JjjjjP
11(2/99 •
Remed1at1011 Paformance Standard
NA= Not Analyz.ed
Total Xylcnes Acetone
(ug/1..) (ug/L)
<75 <250
<75 <250
<75 <250
'" <250
<75 <250
<150 <500
,75 260
<lOO '1000
<JOO ,1000
<JO <JOO
<15 ,so
<JO <JOO
'" 3400
<JO <JOO
<ISO 1500
<ISO 2300
<JOO '1000
<ISO <500
,75 <250
,75 <250
'" <250
<JO • <100 •
<3.0 <JO
<J.O ,10
<J.O ,10
<3.0 <JO
<J.O ,10
<3.0 <JO
<J.O ,10
<3.0 <JO
<J.O <JO
<3.0 <JO
<J.O '10
<3.0 <JO
<J.O '10
<3.0 <JO
<J.O '10
<3.0 <10 •
<l.O '10
<3.0 <JO
<l.O <JO
<3.0 <JO
<l.O ,10
<l.O <JO
<l.O <JO
'6.0 <20
<3.0 <JO
<3.0 ,10
<3.0 <JO
<3.0 <JO
<l.O <JO
<3.0 <JO
"·' ,20
<3.0 ,10
<3.0 • <10 •
400 3500
- ---Table S (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chromium Barium Beryl!ium Manganese Nickel
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<JO 150 <5.0 190 "' ,10 160 <S.O 360 '" 13 140 <5.0 180 '40
,10 140 <5,0 180 "' <JO 140 <S.O 200 "' <JO 140 <S.O 170 '40
21 160 <S.O 270 "' <JO 120 <S.O 230 '40
13 110 <S.O 170 "' 18 130 <5.0 120 '40
70 126 <S.O 234 "' 46.8 128 <S.O 255 '40
<JO 140 <S.O JOO "' <JO 130 <5.0 120 "' II 150 <S.O 490 "' <JO 140 <5,0 400 <40
JS 150 <5.0 )20 "' 75 150 <5.0 170 <40
71 220 <5.0 JOO "' 87 200 <S.O 210 "' 150 250 <S.O 310 41
65. 210 • <S.O• 220 • "''
<JO 160 <5.0 180 "' JO 130 <5.0 " "' <JO 130 <5.0 57 <40
<JO 140 <5.0 110 "' ,10 120 '5.0 77 "' 13 110 <5.0 22 "' 28 190 <5.0 140 "' ,10 114 '5.0 26 "' <JO 130 <5.0 49 "' <JO 130 <S.O 16 "' <JO 120 <5.0 13 <40
11 170 <5.0 86 "' <JO 150 '5.0 56 <40
'10 130 <S.O 33 "' <JO 160 <5.0 62 <40
<10 • 120 • '5.0 IS • "''
34 270 <5.0 1100 61
43 310 <S.O 1300 70
ISO 1100 '5.0 5100 260
95 830 <5.0 3200 160
89 780 <S.O 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
,10 ,so <5.0 36 <40
92 510 <5.0 2400 140
41 230 <5.0 970 62
29 160 <5.0 640 46
45 240 <5,0 1100 68
53 260 <5.0 1300 78
140 700 5.1 3700 210
95 • 480 • <5.0 • 2500, 140 •
50 1000 50 JOO
Vanadium
(ug/L)
,50
'50 ,so
'50
<5.0
,50 ,so
,50
,so
,so
,so
<50 ,so
,so
,so
,so
,so
,so
,so
,so
50 ,so
'50 ,so
,so
,so
,so
,so
,so
'50 ,so
'50
,so
,so
,so
,so
,so
<50 •
JOO
120
490
270
250
62
77 ,so
265 ,so
210
87
56
98
110
330
230 ,
50
-.. --- ---
Zinc Cadmium L<od Mercury Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
39 <0.30 <l.O 3.4 <JO 7
24 <0.)0 <l.O 4.0 <JO <5.0
JS <0.30 990 0.0047 NA 84
JI <0.30 1070 4.8 NA 65
<20 <0.30 430 3.5 NA 9
<20 <0.30 340 23 NA NA
200 24 1100 3.0 NA 30
92 63 260 1.6 NA II
89 6 260 1.4 NA JO
67 3.6 510 1.3 NA 16
63.7 15 867 3.8 NA 77
50 2.7 501 1.6 NA 110
28 0.66 160 0.73 NA JO
22 0.35 140 0.66 NA 6
60 0.64 JOO 0.76 NA 32
59 0.49 8l 0.63 NA 22
37 2.4 720 4.4 NA 31
48 1.9 960 2.2 NA JOO
63 0.93 540 2.5 NA 380
56 0.46 200 2.9 NA 380
84 <0.30 290 2.0 NA 780
59 • 0.37 • 55 • NA NA 450 ,
22 <0.30 <3.0 NA <JO 44
28 <0.30 <J.0 NA <JO 16
<20 <0.30 <l.O NA NA 23
20 <0.30 <3.0 NA NA 45
32 <0.30 <J.O NA NA <5.0
<20 <0.30 <3.0 NA NA 15
45 <0,30 43 NA NA 150
22.8 ,1 <l.O NA NA 12
,20 <0,30 <J.0 NA NA 33
,20 <0.30 <l.O NA NA II
,20 <0,30 9.6 NA NA 5
,20 <0.30 <l.O NA NA 55
,20 <0.30 5.0 NA NA 39
<20 <0.30 <l.O NA NA 13
20 <0,30 3.7 ~ NA 42
<20 • <0.30 • <J.0• NA JO•
~0.10
150 <0,30 II NA <JO 2000
150 <0.30 12 NA <JO 1800
660 0.94 62 NA NA 5300
390 0.47 38 NA NA 2100
340 0.45 44 NA NA NA
110 <0.30 99 NA NA 360
92 <0.30 11 NA NA 560
530 <0.30 45 NA NA 2500
362 ,1 29 NA NA 1900
29 <0.30 8.7 NA NA 540
300 <0.30 22 NA NA 1600
120 <O.JO II NA NA 490
96 <0.30 4.9 NA NA 270
140 <0.30 9.0 NA NA 480
160 2.7 9.0 NA NA 740
430 <0.30 33.0 NA NA 1600
290 • <0.30 , 20.0 • NA NA IJ00 •
5000 15 I.I
----
Well Date Chlorofonn
Number (ug/L)
MW24 2/13/96 <1.0
(DUP) 2/13/96 <1.0
512196 <1.0
8/1196 <J.0
1117/96 <1.0
2/5/97 <i.O
5/13/97 <1.0
815/97 <1.0
11112/97 <1.0
2/5/98 <1.0
5/6/98 <1.0
8/0/98 <1.0
I 113/98 <1.0
2/11199 <1.0
5/12199 <1.0
8/6/99 <1.0
11/2/99 , <1.0
Macon Source Afea
MW2A 2/13/96 <1.0
512196 <l.0
(DUP) 511./96 <1.0
7/31/96 <l.0
11/6/96 <1.0
2/4/97 <1.0
S/12/97 <1.0
8/6/97 <2.0
(DUPLICATE 2) 11/12/97 <2.0
11/12/97 <2.0
2/5/98 <5.0
5/6/98 <5.0
(DUP2) 5/6/98 <5.0
sn~8 <25
(DUP-2) 8/7/98 <25
11/4/98 <25
(DUP-2) 11/4/98 <25
l/10/99 <25
(DUP-2) 2110/99 <25
5/13/99 <25
(DUP-2) 5/13/99 <25
816199 <25
(DUP-2) 8/6199 <25
11/3/99 • <25 •
(DUP-2) I lf3/99 • <25 •
- ----Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond Countv North Carolina .,
-
I, I -Dich!oroethane 1,1 -Dichloroethene Cis/trans-1,2-Dichloroetlume Methylene chloride
(ug/L) (ug/L) (ug/L) (ug/l,)
8.4 <1.0 <1.0 <2.0
8.5 <1.0 <1.0 <20
7.5 <1.0 <1.0 <2.0
J.7 4.8 14 <2.0
7.1 <1.0 <1.0 <2,0
26 <LO <1.0 <2.0
16 <l.O <1.0 <2.0
17 <1.0 <1.0 <2.0
19 <LO <1.0 <2.0
l2 <1.0 <LO <2.0
24 <J.O <1.0 <2,0
JO <i.O <LO <2.0
)) <1.0 <l.0 <2.0
24 <1.0 <LO <2.0
29 <1.0 <1.0 <2.0
27 <1.0 <LO <2.0
16. <1.0 • <1.0 <2.0
J.6 20 SA <2.0
2.8 ]) 7.7 <2.0
3.4 18 9.J <2.0
II <1.0 <1.0 <2.0
J 4 ]) <2.0
2.7 5.) 14 <2.0
LS )6 3.7 <2.0
<2.0 JS <2.0 <4.0
<2.0 74 <2.0 <4.0
<2.0 61 <2.0 <4.0
<S.O 110 5.2 <IO
6.4 170 16 <IO
5.S 140 ]) <IO
<25 470 <25 <50
<25 )80 <25 <50
<25 680 <25 <50
<25 740 <25 <50
<25 750 <25 <50
<25 400 <25 <50
<25 870 <25 <50
<25 880 <25 <50
<25 6)0 <25 <50
<25 750 <25 <50
<25 • 650 <25 <50
<25 , 710 • <25 <50
------ --
Tctrachloroethene !, l,l-Trichloroethanc Trichloroethylenc Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <i.O <1.0 <1.0 <1.0 <1.0
<1.0 <LO <J.0 <1.0 <1.0 <i.0
<1.0 <1.0 <1.0 <1.0 <1.0 <LO
52 L7 20 <1.0 <1.0 <1.0
<1.0 <1.0 <i.O <1.0 <1.0 1.2
<1.0 <1.0 <i.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 <J.0 <LO <1.0
<1,0 <1.0 <1.0 <LO <l.O <!.O
<LO <1.0 <1.0 <1.0 <]O <LO
<1,0 <1.0 <1.0 <LO <1,0 <l.O
<1.0 <1.0 <1.0 <LO <LO <1.0
<1.0 <1.0 <1.0 <i.O <LO <LO
<1.0 <LO <1.0 <1.0 <1.0 <1.0
<!.O <1.0 <1.0 <1.0 <LO• <1.0 •
<1.0 7.4 22 <1.0 <1.0 <1.0
<1,0 4.7 20 <1.0 <1.0 <1.0
<LO 6.5 26 <1.0 <i.O <1.0
<!.O <!.O <l.O <1.0 <1.0 <1.0
2.l 1.5 21 <1.0 <1.0 <1.0
2.7 1.6 19 <LO <1.0 <1.0
<LO 5.5 12 <1.0 <1.0 <1.0
<2,0 9.6 4 <2.0 <2.0 <2.0
4.1 16 9.2 <2.0 <2.0 <2.0
J.6 14 8.4 <2.0 <2.0 <2.0 ... 2l 12 <5.0 <5.0 <5.0
22 )6 20 <5.0 <5.0 <5.0
21 JS 21 <5.0 <5.0 <5.0
<25 78 <25 <25 <25 <25
<25 64 <25 <25 <25 <25
29 9) <25 <25 <25 <25
)) 110 <25 <25 <25 <25
80 IJO 25 <25 <25 <25
37 85 <25 <25 <25 <25
62 150 <25 <25 <25 <25
56 150 <25 <25 <25 <25
44 110 <25 <25 <25 <25
55 IJO <25 <25 <25 <25
43 • 99 <25 • <25 , <25 • <25--
49 , 100 <25 <25 <25 • <25 •
-- - ----
Well Date Total Xylenes Acetone
Number (ug/L) (ug/1.)
J.wq:,Oockery 2/13/96 <3.0 <JO
(DUP) 2/13/96 <3.0 <JO
5fl/96 <3.0 <JO
8/1/96 <l.O <JO
lln/96 <l.O <JO
2/5197 <l.O <JO
5/13/97 <l.O <JO
8/5/97 <l.0 <JO
l \/12197 <l.O <JO
2/5/98 <3.0 <JO
5/6/98 <3.0 <JO
8/6/98 <3.0 <JO
11/3/98 <30 <JO
2/11/99 <3.0 <JO
5/12/99 <3.0 <JO
8/6/99 <3.0 <JO
11/2/99• <3.0 • <IO •
Macon Source Arca
MW2A 2/13/96 <3.0 <JO
5/21% <3.0 <JO
(DUP) 5fl/96 <3.0 <JO
7131/96 <3.0 <JO
11/6/96 <l.0 <JO
2/4/97 <l.O <JO
5/12197 <3.0 <JO
8/6/97 <6.0 <JO
(DUPLICATE 2) 11/12197 <6.0 <20
11/12/97 <6.0 <20
2/5/98 <15 <SO
5/6198 <15 <50
(DUP2) S/6198 <JS <SO
8/7/98 <7S <250
(DUP-2) 8/7/98 <75 <250
I l/4/98 <75 <250
(DUP-2) 11/4/98 <75 <!50
2/10/99 <75 <250
(DUP-2) 2110/99 <75 <250
S/13/99 <75 <250
(DUP-2) 5/13/99 <75 <250
8/6/99 <7S <250
(DUP-2) 8/6199 <75 <250
I i/3/99' <75 • <250 •
(DUP-2) I 1/3/99 t <75 • <2S0,
L....-
----Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Chromium Barium Beryllium Manganese Nickel
(ug/L) (ug/L) (ug/L) (ug/1.) (uglL)
56 320 <S.O 3500 40
57 370 <S.O 3700 <40
<JO 65 <5.0 2400 <40
<JO 86 <5.0 2500 <40
<JO 82 <S.O 2700 <40
<JO 94 <S.O 2500 <40
<10 89 <5.0 2500 <40
<JO 92 <5.0 <5.0 <40
<JO 140 <S.O 2480 <40
<JO 79 <5.0 2800 <40
<JO \]0 <5.0 2500 <40
<JO 110 <S.O 2400 <40
JS 110 <5.0 ]000 <40
20 190 <5,0 2800 <40
<JO 110 <5.0 2500 <40
<JO 150 <S.O 2500 <40
JO• 160 • <S.O • 2400 . <40•
<JO 190 <5.0 140 <40
<JO 150 <5.0 26 <40
<JO \<O <5.0 19 <40
<JO 120 <S.O 25 <40
<JO \JO <S.O \] <40
<JO JOO <5.0 <5.0 <40
<JO 94 <S.O 6 '40
<JO JOO <S.O 6.7 '40
<JO JO] <5,0 25.J <40
<JO 106 <5.0 41.4 <40
<JO 110 <5,0 6.8 <40
<JO 120 <5.0 <5.0 <40
<JO 120 <5.0 <S.O <40
<JO 110 <5.0 5.8 <40
<JO 110 <S.O <5.0 <40
<JO 120 <5.0 <5.0 '40
<JO \JO <S.O <5,0 <40
<JO 130 <5.0 <5.0 <40
<JO \JO <S.O <5.0 <40
21 JlO <S.O 12 <40
<JO 120 <5.0 9.0 <40
<JO 130 <S.0 5.7 <40
<JO \JO <S.O <5.0 <40
<10 • 120 <5.0 • <S.O • <40.
<JO 120 <5.0 • <5.0 , <40.
Vanadium
(ug/1.)
130
140
<50
<50
<50
<50
<50
<50
<50
<50
<50
<SO
74
<50
<50
<50
<SO
<50
<SO
<SO
<50
<SO
<SO
<SO
<SO
<50
<50
<50
<50
<50
<50
<50
<SO
<SO
<50
<SO
<50
<50
<50
<50
<SO I
<SO •
-- - - - ---
Zinc Cadmium '-"" M=ry Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/1.)
230 <O.JO 32 NA <JO \JOO
250 <0,30 28 NA 19 1000
<!O <0.30 <3.0 NA <JO 15
25 <0.30 <l.O NA NA 79
<!O <0,30 <l.0 NA NA 58
<!O <0.30 <3.0 NA NA 49
<!O <0.30 <3.0 NA NA 82
20 <0.30 <l.0 NA NA 28
48.1 <J 4] NA NA ISO
<!O <0,30 l 8 NA NA I]
JO <0.30 4.7 NA NA 91
<20 <0.30 4.5 NA NA 57
140 I.] 14 NA NA 590
68 <0.30 8.1 NA NA 160
28 <0.30 <3.0 NA NA 30
42 <0.30 5.5 NA NA \JO
45 <0.30 , 4,5 • NA NA 1]0 .
l4 <0,30 <3.0 NA <JO 54
<20 <0.30 <3.0 NA <JO 7
<!O <0,30 <3.0 NA <JO 7
]\ <0.30 <3.0 NA NA JS
<20 <0.30 <l.O NA NA <5.0
<!O <0,30 <l.O NA NA KS
<20 <0.30 <3,0 NA NA <5.0
<20 <0.30 <l.O NA NA <S.O
<20 <\ <l.O NA NA 9
<20 <I <l.O NA NA 8
<20 <0.30 8.8 NA NA <5 0
<20 <0.30 <l.O NA NA 8
<20 <0.30 <l.O NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <l.O NA NA <5.0
<!O <0.30 <3.0 NA NA <5.0
<20 <0.30 <l.O NA NA <S.O
<20 <0.30 <l.O NA NA <5.0
l5 <0.30 <l.O NA NA 5.0
82 <0.30 <l.O NA NA 6.0
22 <0.30, <l.O NA NA 6.0
24 <0.30 9.1 NA NA <S_O
72 <0,30 • 6.9 NA NA <5.0
45 • LI <J.O • NA NA <5.0 •
l4. <0.30 • <3.0. NA NA <5.0
-----
Well □•~ Chloroform
Number (ug/L)
MW9 2/13/96 <1.0
512/% <1.0
7/31/96 <JO
(DUP) 7/31/96 <JO
11/6/% <5.0
21S/97 <1.0
5/12/97 <2.0
8/6/97 <2.0
11/12/97 <LO
(DUP2) 2/5/98 <5.0
2/5/98 <10
5/6/98 <10
sn19s <S.O
(DUP-1) sn/9& <JO
11/3/98 <10
11/3/98 <JO
2/\0/99 <5.0
(DUP-1) 2/10/99 <10
5/13/99 <JO
(DUP-1) 5/13/99 <10
~ <JO
(DUP-1) p.1..-.'.·_ "-18/5199 • <10
1112199 • <25,
(DUP-1) 11/2199 • <25 •
Rcmed,auon Performance Standard
NA~ Not Analyzed DL ~ Dilution
--- ---
I, I -Dichloroethane
(ug/L)
120
130
250
190
170
76
80
56
48
ISO
100
63
90
59
62
56
75
71
73
80
54
47
<25.
<25 •
3500
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ,,
I, I -Dichloroethene Cis/trans-1,2-Dichloroethene Methylene chloride
{ug/L) (ug/L) (ug/L)
<10 25 14
<JO 160 <20
<JO 340 <20
<10 320 <20
<l.O 100 <JO
82 13 <2.0
52 59 «.o
22 " «.o
33 47 <20
12 310 <10
<JO 220 <20
S4 250 <20
140 350 <JO
I 10 310 <20
160 JOO <20
200 280 <20
110 130 <JO
150 160 <20
270 250 <20
220 200 <20
160 140 <20
150 150 <20
580 • 320• <50 •
560 • 340 • <50 •
70
DUP dup!icai,
- - -- - ---
Tetrachloroethene 1,1,1-Trichlorocthane Trichloroethy!ene Vinyl chloride •=• Toluene
(ug/L) (ug/L) {ug/1..) (ug/L) (ug/L) (ug/L)
16 <10 10 35 <JO <10
<JO <10 23 160 <JO <10
Ii <JO 24 190 <10 <JO
<JO <10 21 100 <10 <JO
<5.0 7 11 7.5 <5.0 <5.0
1.8 2.6 13 4.2 14 <1.0
6.9 12 7.3 9 <2.0 <2 0
66 74 4.6 64 <2.0 <2.0
12 11 9.5 16 <LO <i.O
<5.0 6 39 100 <5,0 <5.0
<10 <JO 24 47 <JO <JO
16 <10 65 20 <10 <JO
27 36 40 JO <5.0 <5.0
20 28 31 19 <JO <JO
22 27 32 19 <JO <JO
23 JO 32 <10 <JO <10
18 19 22 32 <5.0 <S.O
18 24 24 26 <JO <10
JO 54 34 25 <JO <JO
22 42 27 26 <JO <JO
17 34 18 29 <JO <JO
24 41 22 26 <JO <JO
49 ' 98 46 • <25 <25 • <25 •
49 100 ". <25 . <25 • <25 •
200 2.8 1000
--
0
- - --
Wol Date
Number
~Dockery 2/13/96
512196
7/31/96
(DUP) 7/31/96
11/6/96
2/5/97
5/12/97
8/6/97
11/12/97
(DUP 2) US/98
2/5/98
5/6/98
Bn/98
(DUP-1) sn/9s
11/3/98
11/3/98
2/10/99
(DUP-1) 2/10/99
5113199
(DUP-1) 5113199
8/5/99
(DUP-1) e':·,,,~ ~29•
l\nJ99•
(DUP-1) 1 lf2/99 •
Remed1at10□ Performance Standard
NA• Not Analyzed
Total Xy\enes Acetone
(ug/L) (ug/L)
<JO l60*F32
9.8 190
<JO <IO
<JO 120
13 220
9.5 100
'6.0 <20
'6.0 89
<3.0 <IO
<15 <50
<JO <100
<30 <100
<15 <50
<JO <100
<JO <100
<JO <100
<15 <IO
<JO <]O
<30 <100
<JO <100
<JO <100
<JO <100
<75 • <250 •
<75 • <250 •
400 3500
- ---Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina
Chromium Barium Beryllium Manganese Nickel
(ug/L) (ug/L) (ug/L) {ug/L) (uglL)
1200 7400 6.1 7800 ]800
300 )JOO <5.0 5600 520
2IO 1300 <S.O 3900 290
170 1100 <S.O '700 230
47 530 <5.0 5100 84
26 810 <5.0 4900 60
68 1100 <5.0 3900 <40
160 1800 <5.0 5000 360
75.7 1070 <S.O 4'00 162
43 690 <5.0 4900 88
39 810 <5.0 5000 82
31 760 <5.0 7900 46
15 900 <5.0 6800 61
<IO 660 <5.0 5800 54
13 1300 <5.0 5300 190
69 1200 <5.0 5800 180
16 590 <5.0 3700 49
" 570 <5.0 3600 49
" 1200 <5,0 3100 110
52 940 <5.0 3200 100
83 1700 <5.0 4000 200
41 990 <5.0 4100 110
630 • 2200 • <5.0 • 520 . 680 •
1200 • 3400, <5.0 , 950 • 1200•
1000 ]00
Vanadium
(ug/L)
500
140
78
61
<50
<50
<50
67
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
<50
\JO I
220 ,.
50
- - -- - ---
Zinc Cadmium Lo,d M=wy Cyanide SllSpmdcd Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
790 2.6 lS NA <IO 890
2IO <0.30 12 NA <]O 1700
140 <0.30 12 NA NA 830
130 <0.30 9.6 NA NA 940
33 <0.30 <3.0 NA NA 260
42 2 <J.O NA NA 140
51 <0.30 3.5 NA NA 490
170 18 3.5 NA NA 750
81.4 <I <J.O NA NA 600
39 <0.30 5.3 NA NA 240
36 <0.30 37 NA NA 210
26 <0.30 <3.0 NA NA 61
30 <0.30 <3.0 NA NA 39
<20 <0.30 <3.0 NA NA 34
79 0.70 <J.O NA NA 180
64 0.50 <3.0 NA NA 270
30 <0.30 <J.O <0.20 NA 140
29 <0.30 <3.0 <0.20 NA 140
56 0.39 <J.O <0.20 NA 220
59 0.30 <3.0 <0.20 NA 250
83 0.79 <3.0 <0.20 NA 270
52 0.36 8 ~i NA 220
210 • <0.30• ]O • NA 1900 •
360 • 0.39 • 15 • NA 1600 • ~-·••'I
5000 15 LI 154
- - - --
Well Dak Chloroform
Number {ug/L)
MW•ll 2/14196 <1.0
51'1% <1.0
7/30/96 <1.0
11/6196 LS
2/4197 <1.0
5112191 <1.0
8/6/97 <1.0
] l/JJ/97 <1.0
2/5/98 <1.0 ~"'' <I.0
Hn/98 <LO
11/4/98 <LO
2/10/99 <1.0
5/12/99 <1.0 ~,m <l.O
1112/99 • <1.0 •
MW-19 2/13/96 <1.0
(DL) 2113/96 <1.0
SfZ/96 <LO
(DL) SfZ/96 <1.0
7/31/96 <1.0
11/6/96 <1.0
215191 <25
5/12197 <5.0
8/6/97 <1.0
11/12197 <5.0
215/98 <5.0
5/6198 <1.0
Hn/98 <5.0
11/3/98 <5.0
2110/99 <2.0
5/13/99 <5.0 ~,m <5.0
1112199 • <5.0 •
Remed1auon Performance Standard
NA .. Not Analyzed DL = Dilution
- -- - -
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina
-
I, I -Dichloroethane I, I -Dichloroethene Cis/tran5-l,2-Dichloroethene Methylene chloride
(ug/L) (ug/L) (ug/L) (ug/L)
<1.0 4.5 <J.0 <2.0
<J.O 4.S <1.0 <2.0
<1.0 S.J <1,0 <2.0
<1.0 S.8 <LO <2.0
<1.0 ,., <LO <2.0
<1.0 62 <J,0 <2.0
<1.0 1.9 <1,0 <2.0
<1.0 4 <1.0 <20
<1.0 l.l <1.0 <2.0
<1.0 l.2 <1.0 <2.0
<LO 1.6 <1.0 <2.0
<1.0 1.6 <\,0 <2.0
<],0 1.4 <i.O <2.0
<LO LS <J.0 <2.0
<1.0 <LO <1.0 <2.0
<1.0 L4 . <1.0 . <2.0 •
210E l.2 86 12
240 <JO 100 <2.0
" ll 43 <2.0
" s ll <2.0
<1.0 SI 89 <2.0
14 110 120 <20
<25 250 120 <SO
9.7 14 " <JO
69 44 43 <2.0
IS S4 43 <JO
<5.0 93 JO <JO
20 ll 27 <2.0
40 8.6 92 <JO
19 88 78 <]O
<2.0 36 ll <4.0
<SO <S.O 26 <JO
<S.0 S6 16 <JO
<5.0 43 • 9.4 , <JO .
3500 10
----!!!!!II
T etrachlorocthene I, I, I-Trichloroethane Trichloroethy!ene Vinyl chloride Benzene Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<1.0 <1.0 7 <1.0 <LO <1.0
<1.0 <1.0 S.1 <1.0 <1.0 <1.0
<1.0 <1.0 S.8 <1.0 <1.0 <1.0
<1.0 LI 8.S <1.0 <!.O <1.0
<1.0 <1.0 . 8.4 <1.0 <1.0 <1.0
<1.0 <i.O 8 <1.0 <J.O <1.0
<1.0 <1.0 2.9 <1.0 <LO <LO
<!.O <1.0 6.4 <1.0 <1.0 <1.0
<1.0 <1.0 S.9 <1.0 <1.0 <1.0
<1.0 <LO ,., <1.0 <1.0 <1.0
<1.0 <1.0 2.9 <1.0 <1.0 <LO
<1.0 <1.0 2.6 <1.0 <J.0 <1.0
<1.0 <1.0 2.9 <1.0 <1.0 <LO
<1.0 <1.0 l.l <1.0 <1.0 <1.0
<i.O <1.0 1.6 <1.0 <].0 <1.0
<1.0 • <1.0 • 2.S <1.0 • <1.0 <1.0 •
8.9 LS S.9 910E ,.1 <1.0
<1.0 <1.0 <1.0 660 <LO <1.0
L7 6.1 12 IOOE <1.0 <1.0
<1.0 <LO 7.8 43 <1.0 <1.0
48 25 34 29 I <1.0
16 44 21 <JO <JO <JO
l2 1S 26 <25 <25 <25
<5.0 8.2 7.4 <5.0 <5.0 <5.0
18 II 16 28 <1.0 <1.0
ll 16 II <5.0 <5.0 <5.0
1.S 28 S.6 <SO <5.0 <5.0
14 6.2 14 7.2 <LO <1.0
14 6.9 2l 8.6 <5.0 <5.0
20 19 18 <S.O <5.0 <5.0
7.6 6.1 4.0 <2.0 <20 <2.0
9.4 17 6.0 <S.O <5,0 <5.0 ,., 12 <S.O <S.O <5.0 <5.0
<S.O • 7.4 <5.0 , <5.0 <5.0 • <S.0 •
200 2.8 JO(](]
- -- ----
Well Om
Number
J.\wtl Dockery 2/14/96
Sf1196
m0/96
11/6/96
214191
S/12/97
~6197
I J/13/97
2/5/98
516/98
sn/9s
I J/4/98
2/10/99
5112199
8/5/99
I 112199•
MW-19 2/IJ/96
(DL) 2/13/96
5/U96
(DL) Sf1196
7fJ 1/96
11/6/96
215191
5/12/97
~6197
11/12/97
2/5/98
5/6/98
sn/98
J lf3/98
2/10/99
5/13/99
8/5/99
11/2/99 •
Remed1auon Performance Standard
NA~ Not Analyzed
Total Xylenes Acetone
(ug/L) (ug/L)
<3.0 <JO
<3.0 <JO
<J.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<J.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<l.O <JO
<3.0 <JO
<3.0 <JO
<J.0 <JO
<3.0 <JO
<) 0 <10 •
<3.0 24°FJ2
<3.0 <JO
<) 0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JOO
<1S <250
<IS <SO
<3.0 <JO
<IS <SO
<IS <SO
<3.0 <JO
<IS <SO
<IS <SO
<6.0 <20
<JS <SO
<JS <SO
<IS <SO •
400 JSOO
-- --Table S (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chromium Barium Beryllium Manganeu Nickel
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L)
<JO 160 <S.O " <40
<JO 93 <S.O ll <40
<JO 120 <5.0 JS <40
<JO 90 <S.O JO <40
<JO 98 <5.0 18 <40
<JO 86 <S.O 9.7 <40
18 220 <S.O 130 <40
16.6 120 <S.O 34.6 <40
<JO 99 <S.O 14 <40
<JO 98 <5.0 14 <40
<JO 120 <S.O JI <40
<JO 110 <S.O 17 <40
<JO JOO <S.O 13 <40
<JO 99 <5.0 JO <40
16 220 <S.O JOO <40
<IO • 170 • <S.O • 66 • <40
210 170 <5.0 )900 87
<JO <JO <5,0 <S.O <40
S9 170 <5.0 3100 41
<JO <JO <5.0 <5.0 <40
18 120 <5.0 2900 78
240 130 <5.0 2500 ISO
520 120 <5.0 2800 91
<JO 94 <5.0 2600 <40
)7 JJO <5.0 2600 <40
51.2 147 <5.0 2600 46,5
23 90 <5.0 2200 <40
29 97 <5.0 1800 <40
18 170 <5.0 )400 '4
<JO JJO <5.0 2)00 <40
18 110 <5.0 1700 <40
ll 89 <S.O 1400 <40
160 200 <5.0 1800 97
180 • 230, <5.0 • 1700 130
so 11100 so JOO
Vanadium
(ug/L)
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO •
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
<SO
SI
69.
so
- - --- -
l!!!l!!!I
Zinc Cadmium u,d M-=, Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) (ug/L) (mg/L) (mg/L)
30 <0.J0 J.2 NA <JO 400
23 <O.J0 6.7 NA <JO 9
21 <0.30 <3.0 NA NA 32
<20 <0.J0 <3.0 NA NA 8
26 <0.J0 <3.0 NA NA SJ
<20 <O.J0 <J.O NA NA <S.O
45 <OJO S.J NA NA SOO
20.7 <I <) NA NA 110
<20 <OJO II NA NA 64
<20 <0.30 <) NA NA JO
<20 <0.30 4.2 NA NA 60
22 <0.30 <3.0 NA NA 21
24 <0.30 <3.0 NA NA <5.0
24 <0.)0 <3.0 NA NA <5.0
84 <0.30 4.8 NA NA 410
29. <0.30 • <3,0 • NA NA 290 •
<20 <0.30 <J.0 0.51 <JO SJ
<20 <0.30 <3.0 <0.20 <JO <5.0
<20 <0.30 <) 0 0.22 <JO 47
<20 <0.30 <3.0 <0.20 <JO <5.0
<20 <0.30 <J.0 <0.20 NA 23
<20 <0.30 <JO <0.20 NA 39
24 <0.30 <3.0 <0.20 NA 31
<20 <0.30 <J.O 0.12 NA ll
<20 <0.30 <3.0 <0.20 NA 75
26.2 <1,0 <J.0 <0.20 NA 120
<20 <0.30 <3,0 <020 NA 21
<20 <0.30 <3.0 <0.20 NA 52
Ji <0.30 <3.0 <0.20 NA IS
25 <0.30 <3.0 <0.20 NA 7
4) <0.30 <3.0 <0.20 NA 1,
<20 0.30 <l.O <0.20 NA JO
30 <0.30 8.8 0.32 NA )90
"' <0.30 • 4.8 "' 0.25 • NA 660 •
SllOO JS LI 15'
--- - -
Well o, .. Chloroform
Number (ug/L)
Upper Macon
MW-21 2/14/96 <J.O
S/2196 <LO
7/30/96 <1.0
11/1/96 <1.0
2/4/97 <1.0
5/12/97 <1.0
8/6/97 <1.0
11/11/97 <1.0
Y6/98 <1.0
5/5198 <J.0
8/6/98 <1.0
11/3/98 <1.0
2/11/99 <1.0
5112199 <i.O
8/6/99 <1.0
11/3/99 • <1.0 .
MW23 2115196 <1.0
5/3/96 <1.0
(DUP) 5/3/96 <1.0
mO/% <1.0
1116196 <1.0
2/4/97 <1.0
S/12/97 <1.0
8/6197 <1.0
11/11197 <1.0
2/5/98 <1.0
S/5198 <1.0
8/6198 <1.0
1114/98 <1.0
2/10/99 <1.0
5113/99 <1.0
8/5199 <LO
I 1/3/99 • <1.0,
Remediation Perfonnance Standard
NA-= Not Analyzed DL = Dilution
-- -- --
I, I -Dichloroethanc
(ug/L)
3.1
2.1
<1.0
LS
1.8
u
LI
1.4
<1.0
1.4
<1.0
<!.0
1.2
<1.0
<1.0
I.I
3.9
2.8
2.8
3.1
,.3
6.9
8.9
7.3
8.1
9.S
10
9.1
IS
l4
23
18
IS •
3500
Table5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ' 1,1 • Dichloroethenc Cis/traru-1,2-Dichloroethcnc Methylene chloride
(ug/L) (ug/L) (ug/L)
<1.0 <1.0 <2.0
<LO <1.0 <2.0
<1.0 1.2 <2.0
<J.0 <1.0 <2.0
<J.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 I <2.0
<l.O <1.0 <2.0
<l.O <1.0 <2,0
<J.O <LO <2.0
<1.0 <1.0 <2.0
<1.0 <1.0 <2.0
<1.0. I.I <2.0 .
<1.0 S.I <2.0
<LO 3.8 <2.0
<1.0 4.8 <2.0
<LO 6.3 <2.0
<1.0 4.9 <2.0
1.6 8.2 <2.0
3A 10 <2.0
1.7 7.9 <20
3 8.1 <2.0
2.1 II <2.0
1.6 7.2 <20
<1.0 6.1 <2.0
I.I S.4 <2.0
1.3 7.5 <2.0
LI II <2.0
<1.0 6.9 <2.0
I.I . 7.6 • <2.0
70
DUP dup&I~
- - ---1!!!!11 l!!!!!!!!!I !!!I
Tetn1.chloroethene I, I, I-Trichloroethane Trichloroethylenc Vmyl chloride •=• Toluene
(ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (uglL)
1.2 <1.0 6.4 <1.0 <LO <1.0
<i.O <1.0 <1.0 <1.0 <1.0 <1.0
<1.0 <1.0 S.3 <1.0 <1.0 <1.0
<1.0 <1.0 <1.0 <1.0 <1.0 1.4
<1.0 <1.0 7.1 <1.0 <1.0 <1.0
<J.0 <1.0 7.7 <1.0 <1.0 <1.0
<1.0 <LO 6.4 <1.0 <!.O <1.0
<1.0 <1.0 7 <1.0 <1.0 <J.0
<1.0 <1.0 S.1 <1.0 <1.0 <IO
<1.0 <1.0 6 <J.0 <LO <1.0
<1.0 <J.0 10 <1.0 <IO <1.0
<LO <J.0 8.7 <1.0 <!.O <1.0
<LO <J.0 7.6 <!.0 <1.0 <1.0
<LO <1.0 9.3 <LO <1.0 <1.0
<1.0 <!.O 6.9 <1.0 <1.0 <1.0
<1.0 <!.O 1.S <1.0 . <1.0 , <1.0.
<1.0 <1.0 " <1.0 <1.0 <1.0
<1.0 <1.0 II <1.0 <1.0 <l.O
1.8 <1.0 IS <1.0 <1.0 <1.0
<1.0 <1.0 20 <1.0 <1.0 <1.0
1.2 <1.0 12 <LO <1.0 I
2.7 I 16 <1.0 <1.0 <1,0
3.8 <1.0 19 <1.0 <1.0 <1.0
2.3 <1.0 14 <1.0 <1.0 <LO
H <1.0 IS <1.0 <1.0 <1.0
2.6 LI 16 <!.O <IO <1.0
3.4 LS 12 <l.O <!.O <1.0
1.2 I.I IS <1.0 <1.0 <1.0
1.4 1., 13 <1.0 <1.0 <1.0
2.1 1.3 10 <1.0 <1.0 <1.0
2.1 2.1 12 <1.0 <1.0 <1.0
1.2 1.7 7.2 <1.0 <1.0 <1.0
1.6. 1.4 7.2 . <1.0 <1.0. <1.0,.
200 2.8 1000
- - -
,Q
- - - -
Well Date
N=bff
Upptr~
MW-21 2/14/96
5/21%
WO/%
lln/96
2/4/97
5/12/97
~6/97
11/11/97
216198
5/5/98
8/6/98
1113/98
2111/99
5/12/99
8/6/99
11/3/99 •
MW23 2/15/96
5019f,
(DUP) 5019f,
7/30/96
1116/96
2/4/97
5/12197
8/6/97
11/11/97
2/5/98
5/5198
~6/98
11/4/98
2110199
5113199
8/5/99
11/3/99•
Remediation Performance Standard
NA -Not Analyzed
Toi.I! Xylencs Acetone
(ug/L) (ug/L)
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <10
<3.0 <JO
<3.0 <JO
<3.0 <JO
<J.O <10
<J.O <JO
<J.O <JO
<J.0 <10
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 • <JO•
<3.0 20
<3.0 <10
<3.0 <10
<3 0 <20
<3.0 <JO
<3.0 <10
<3.0 <10
<3.0 <JO
<3.0 <10
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3.0 <JO
<3 0 <10
<3.0 <JO
<3.0 <LO
<3.0• <JO•
,oo 3500
- ---Table 5 (Ccntinued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ,
Chromium Barium Beryllium Manganese Nickel
(ug/L) (ug/1..) (ug/L) (ug/L) (ug/L)
<JO <SO <S.O 6.3 <40
<JO <50 <5.0 <5.0 <40
<JO <SO <S.O <5.0 <40
<JO <SO <5.0 8.3 <40
<JO <JO <5.0 <S.O <40
<10 <50 <5.0 <5.0 <40
<JO <50 <5.0 <5.0 <40
<10 <50 <5.0 <S.O <40
<10 <SO <S.O <5.0 <40
<JO <SO <S.O <5,0 <40
<JO <SO <5.0 <5.0 <40
<JO <50 <5.0 <S.O <40
<10 <50 <5.0 <5.0 <40
<JO <50 <5.0 <5.0 <40
<JO <SO <5.0 <5.0 <40
<JO• <50 • <5.0 • <:5.0 <40 •
49 230 5.3 1200 <40
29 170 <5.0 900 <40
<JO <SO <S.O <5.0 <40
<JO <50 <5.0 79 <40
<JO <50 <5.0 49 <40
<10 <10 <S.O 52 <40
<10 <SO <5.0 41 <40
<JO <50 <5.0 82 <40
<JO <SO <5.0 41.\ <40
<JO <SO <5.0 31 <40
<10 <SO <5.0 36 <40
<JO <SO <5.0 39 <40
<10 <SO <5.0 130 <<O
<10 <SO <5.0 60 <40
15 54 <5.0 470 56
21 84 <5.0 650 68
12 • <50 • <5.0 • 260 <40 •
50 1000 50 JOO
Vanadium
{ug/L)
<50
<50
<50
<50
<50
<50
<50
<50
<SO
<SO
<SO
<SO
<50
<50
<50
<SO •
120
87
<50
<50
<50
<50
<50
<50
<50
<50
<50
<SO
<50
<SO
<50
<50
<50 •
50
-- - - - - - -
Zinc Cadmium Lud Mercury Cyanide Suspended Solids
(ug/L) (ug/L) (ug/L) {ug/L) (mg/L} (mg/L)
<20 <0.30 <30 NA <JO 9
<20 <0.30 20 NA <JO 9
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA 11
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5-0
<20 <1.0 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <S.O
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20 <O.JO 3.3 NA NA <5.0
<20 <0.30 <3.0 NA NA <5.0
<20. <0.30 • <3.0. NA NA <5.0 •
260 <0.30 28 0.22 <JO 1400
150 <0.30 21 <0,20 <JO 340
<20 <0.30 <3.0 <020 <10 <5.0
35 <0.30 3.5 <0.20 NA 38
<20 <0.30 <3.0 <0.20 NA 20
<10 <0.30 <3.0 <0.20 NA IS
<20 <0.30 <3.0 0.08 NA 1,0
<20 4.7 470 <0.20 NA 19
<20 <1.0 <3.0 NA NA 12
<20 <0.30 <3.0 <0.20 NA <5.0
<20 <0.30 <3.0 <0.20 NA 9
<20 <0.30 <3.0 <0.20 NA 9
,1 <0.30 <3.0 <020 NA 36
<20 <0.30 <3.0 <0.20 NA IS
52 <0.30 <3.0 <0.20 NA 110
74 <0.30 6.2 s NA 110
47. <0.30 • J.6 • NA 91 • ,o:,·
5000 IS LI 154
--- --
Wei! D,~ Chloroform
Number (ug/L)
Lower Macon
MWl3 2/14/96 <1.0
(DL) 2/14196 <1.0
5121% <1.0
7/30/96 <2.0
i l/6/96 I.S
2/4/97 <1.0
5/12197 <2.0
8/6197 <2.0
11/11/97 <S
2/5/98 <1.0
5/6198 <20
sn/9s <J.0
11/4/98 <1.0
2/10/99 <].0
5/13/99 <1.0
8/5/99 <l.O
11/3/99, <1.0
l'.f\\' 22 2/141% <1.0
511196 <1.0
7/J0/96 <1.0
11/6/96 <].0
2/4/97 <1.0
S/12/97 <l.O
8n/97 <l.O
11/11197 <!.O
2/5/98 <1.0
5/6198 <1.0
8/6198 <1.0
11/4198 <1.0
2/10/99 <1.0
S/13/99 <1.0
8/5/99 <1.0
11/3/99 , <i.O
Rcmed1at1on Performance Standard
NA= :,.lot Analyud DL = Dilution
0
- -- -- -
I, I -Dichloroethane
(ug/L)
80
76
63
88
66
71
99
61
62
67
35
J9
24
23
29
IS
11
5.5
3.6
2.2
3.1
4.1
4.4
5.5
8.6
9.4
8.8
7.3
47
4
3.8
2.9
4.0 •
3500
DUP duplicate
Table 5
Groundwater Quality Summary
Macon/ Dockery Site
Richmond County North Carolina ,
I, I • Dichloroethenc Cis/trans-1,2-Dichlomethene Methylene chloride
{ug/L) (ug/L) (ug/L)
25 4.9 <2.0
20 4.9 <2.0
15 <1.0 <2.0
24 4 <4.0
17 2.l <2.0
12 l.l <20
29 2.2 <4.0
4.2 <2.0 <4.0
<S <S <10
11 16 <2.0
14 <2.0 <4.0
12 <1.0 <2.0
6.8 <1.0 <2.0
l.7 <1.0 <2.0
6.4 <1.0 <2.0
2.6 <1.0 <2.0
1.7 • <LO ' <2,0 •
6.3 1.4 <2.0
5.3 <1.0 <2.0
4.4 LS <2.0
3.4 <1.0 <2.0
5.6 <1.0 <2.0
6.5 <1.0 <20
4.2 I.I <2,0
6.2 2.5 <2.0
4.2 2 <2.0
'4 3.1 <2,0
u l.l <20
<l.O 18 <2,0
<1.0 1.7 <20
<LO 2.4 <2.0
<1.0 2.2 <2.0 @,,., 2.6 . <2,0 .
7 70
------ --
Tetrachlorocthenc I, I, I-Trichloroethane Trichloroethylcnc Vinyl chloride Benzene Toluene
(ug/L) (ug/L) {ug/L) (ug/L) (ug/L) (ug/L)
2.7 91E 14 <1.0 1.2 <1.0
<1.0 8S 12 <1.0 <1.0 <1.0
13 47 <2.0 ISO <1.0 <1.0
<2.0 67 5.2 <2.0 2.5 <2.0
<1.0 48 4.8 <LO 1.4 <1.0
1.2 50 5.4 <1.0 1.2 <1.0
<2.0 8S 6.8 <2.0 <2.0 <2.0
<2.0 40 <2.0 <2.0 <2.0 <2,0
<S J5 <S <S <S <S
<1.0 49 l.6 <1.0 <1.0 <i.O
<2.0 38 4.4 <2.0 <2.0 <2.0
<J.O 40 S.l <1.0 I <1.0
<J.0 25 2.2 <1.0 <1.0 <1.0
<!.0 22 2.5 <J.0 <LO <!.O
<LO 35 2.2 <1.0 <1.0 <1.0
<1.0 17 <LO <1.0 <1.0 <J.0
<1.0 12 <LO <1.0 <1.0. <1.0.
<LO l.2 3.1 <2.0 <2.0 <2.0
1.4 17 2.5 <2.0 <2.0 <2.0
<!.O 18 2.3 <1.0 <LO <1.0
<!.O 1.9 3.4 <1.0 <1.0 <1.0
<1.0 2.7 4.3 <1.0 <1.0 <1.0
<1.0 2.9 4.7 <1.0 <1.0 <1.0
<1.0 2.8 3.1 <1.0 <1.0 <1.0
<1.0 3 4.4 <1.0 <1.0 <1.0
<l.O 26 2.8 <LO <1.0 <l.O
17 2.4 4.3 <1.0 <1.0 <1.0
<].0 LS l.9 <1.0 <1.0 <1.0
<1.0 <1.0 2.2 <1.0 <].0 <1.0
<l.O <1.0 2.4 <1.0 <1.0 <1.0
<1.0 <1.0 2.9 <1.0 <1,0 <1.0
<!.O <1.0 2.3 <1.0 <1.0 <1.0
<1.0 <1.0 2.9 <1.0 <1.0 ~ <1.0 ..
200 2.8 1000
-- - -- - -
Well D•~ Total Xylena Acetone
Number (ug/L) (ug/L)
u..,,-,
MW13 2/14/96 <3.0 <10
(DL) 2/14196 <3.0 <10
S/2/96 <3.0 <JO
7/30/96 <6.0 <10
I 1/6/96 <3.0 <10
2/4/97 <3.0 <10
5/12/97 <6.0 <20
8/6/97 <6.0 <20
I\/\ l/97 <IS ,so
2/5/98 <3.0 <10
5/6198 <6.0 <20
sn/9s <3.0 <10
I J/4/98 <3.0 <10
2/10/99 <3.0 <JO
5/13/99 <3.0 <JO
815/99 <J.O <JO
I \/J/99 • <3.0 <10
MW22 2/14196 <6.0 <!O
S/2/96 <6.0 <20
7/30/96 <3.0 <10
I J/6/96 <3.0 <10
2/4197 <3.0 <10
5/12/97 <3.0 <10
Bn/97 <3.0 <10
l 1/11/97 <l.O <10
2/5/98 <l.O ,10
5/6198 <l.O <10
8/6198 <l.O <10
I J/4/98 <3.0 <10
2/10/99 <3.0 <JO
5/13/99 <3.0 <10
8/S/99 <l.O <10
I 1/3/99 • <3.0. <10-
Remed1auon Pfflormancc Standard ,oo 3500
NA• Not Analyzed DL • Diluti
-- --Table 5 (Continued)
Groundwater Quality Summary
Macon/Dockery Site
Richmond County North Carolina ' Chromium Barium Beryllium Mangan= Nickel
(ug/L) (ug/L) (ug/L} (ug/L) (ug/L)
27 lSO <5.0 870 '40
<10 ,so <5.0 <S.O '40
20 780 <5.0 1000 '40
27 960 ,., 1S00 <40
16 520 <5.0 760 '40
14 510 <5.0 850 '40
14 280 <5.0 320 "' IS S60 <S.0 760 "' ll.9 356 <5,0 440 ,40
II 310 <S.O 390 "' <10 140 <5.0 130 "' <10 170 <5.0 ISO "' 18 360 <5.0 410 ,40
27 860 <5.0 1300 <40
25 S90 <5.0 800 <40
36 1000 6.6 1400 <40
S6 • 600 • <5.0 750 • 43 •
,1 270 <5.0 2200 <40
13 110 <5.0 780 "' 13 73 <5.0 650 <40
,10 ,so <5.0 270 <40
II 93 <5.0 760 <40
17 67 <5.0 480 <40
<10 71 <5.0 520 <40
<10 ,so <5.0 2'S <40
II 79 <5.0 630 <40
IS 100 <5.0 770 '40
13 82 <S.O 650 <40
<10 ,so <5.0 310 ''° II 83 <5.0 610 "' II 64 <5.0 •60 <40
<10 73 <5.0 480 ''° 11-7S • <5.0 • 520 • <40.
so 1000 so 100
Vanadium
(ug/L)
65 ,so
79
llO
60
S8
<SO
60 ,so
,so
<SO
<SO ,so
100
60
130
S8 •
160
52 ,so
,so
,so
,so
,so
<SO ,so
,so
,so
,so
,so
,so ,so
,so
so
- - - - - - - -
Zinc Cadmium L~d M~auy Cyanide Suspended Solids
{ug/L) (ug/L) (ug/L) (ug/L) (mg/L) {mg/L)
120 <0.30 17 1.7 <10 910
<20 <0.30 <3.0 <0,20 <10 <5,0
160 <0.30 20 14 <10 2100
260 0.31 33 O.SJ NA 2000
110 <0.30 13 <0.20 NA 730
130 <0.30 16 0.42 NA 870
52 <0.30 6.2 0.5) NA 400
1.0 <0.30 8.7 0.31 NA 1200
93 <1.0 ,., <0.20 NA 84
82 <0.30 7.3 0.37 NA ISO
46 <0.30 <3.0 <0.20 NA 17
62 <0.30 <3.0 0,22 NA 17
130 <0.30 7.1 030 NA 420
260 <0.30 27 <0.20 NA ISOO
180 0.39 16
.~,
NA 6.0
260 <0.30 28 ) NA 1600
S60 • <O.JO • 14 NA 780 •
:..-r>,41 -o,L!
260 <0.30 39 NA <10 800
96 <O.JO IS NA <10 230
96 <0.30 IS NA NA 260
39 <0.30 4.3 NA NA 170
93 <0.30 12 NA NA 260
67 <0.30 9.3 NA NA 300
60 <0.30 7.6 NA NA 2.0
37.7 <1.0 <3.0 NA NA 130
6S <0.3 10 NA NA 330
82 <0.3 10 NA NA 290
66 <0.30 10 NA NA 210
37 <0,30 <3.0 NA NA 120
63 <0.30 7.1 NA NA 340
48 <0.30 8.0 NA NA 180
54 <0.30 8.1 NA NA 280
51. <0.30 • 7.4 NA NA 310 .
5000 IS LI 154
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
., , ··· /·;·; , , '>,·:, "<<" , .... ~ : ..... ,,, . ,. ,'$1.i.)m~~~mttt.h:,ri~, ,· ,·,: < · >.;.,?❖,.>,··•~•.:::.~::/A.~/··~·-, ,,:,,,',·/:·.··)<·~,<.:.•
r;·:~•·--,-~-:-•·•~~:•t'.",.·•\•:~·(.·5>.·'.<\.•?,,t.·:.~·•.<''.'~7.'.~1.+.·•.··t·~---,:~u.•t!zrt..~-.<>.:~~<.'·••·,,.· --$.~.\,\. ,; .··./ ••. ::> ~ ,:,,{~ , , , ,, , , ❖ v, -, · ,
-~f ', .,, ,' '": ,;_,~·~ ,,_· :❖~~-~~,-c.~~~r;:mt¾m11"~:~,'"> ,' >' "~ ·:::~·?!.f;~~{'i3/.t
Sample
Location
OW-I
OW-3
OW-5
SVE Exhaust
Date
2/22/96
6/5/96
7/1/96
11/8/96
6/23/97
11/13/97
6/19/98
I 1/4/98
5/13/99
11/3/99.
2/22/96
6/5/96
7/1/96
11/8/96
6/13/97
11/13/97
6/19/98
11/4/98
5/13/99
11/3/99 I
2/22/96
615/96
7/1/96
1118196
6/23/97
11/13/97
6119198
11/4/98
5113/99
11/3/99 1
2/22/96
6/5196
11/8/96
6/23/97
11/13/97
6/19/98
11/4/98
5/13/99
11/3/99 •
2/14/96
2/15/96
2/16/96
4/3/96
6/5/96
7/1/96
811/96
215191
6/23/97
817191
11/13/97
2/6/98
517198
817198
11/4/98
2/11/99
5/13/99
8/5/99
11/3/99 •
Chloroform
mg/ml
<10
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0 •
<JO
<JO
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2,0,.
<10
<10
230
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0 •
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0.
<10
<10
<10
<10
<JO
<10
<10
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0.
1,2-Dichloroethene Trichloroethcnc Toluene
mg/ml mg/mJ mg/ml
<10 <10 <10
<IO <10 <IO
<IO <10 <10
<IO <10 <10
<10 <10 <10
2.3 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
/ <2.0 <2.0 <2.0
<10 <JO <JO
<10 <10 <10
<JO <10 <10
<10 <10 <10
<10 <JO <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0. <2.0 , <2.0
80 <10 <10
<10 <10 <JO
<10 <10 <10
<10 <10 <10
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
380 <10 <10
<10 <10 <10
<10 <10 <10
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<10 <10 45
<10 <10 43
<10 <10 73
<10 <10 <10
<10 <10 <10
<10 <10 <10
<10 <JO <10
<10 <10 <10
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 • <2.0 <2.0.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Sample
Location
SVE Inlet Line
Umx:r Dockery Air Stack
Lower Dockery Air Stack
Macon Source Air Stack
Date
6/5/96
7/1/96
2/16/96
4/3/96
6/5/96
7/1/96
8/1/96
11/8/96
2/5/97
5/12/97
8/7/97
11/13/97
2/6/98
5/7/98
8/7/98
11/4/98
2/11/99
5/13/99
8/5/99
11/3/99 •
4/3/96
8/1/96
11/8/96
5/12/97
11/13/97
2/6/98
5/7/98
8/7/98
11/4/98
2/11199
5/13/99
815/99
11/3/99,
2/16/96
4/3/96
5/3/96
615196
7/1/96
8/1/96
11/8/96
2/5/97
5/12/97
8/7/97
11/13/97
2/6/98
5/7/98
8/7/98
11/4/98
2/11/99
5/13/99
8/5/99
11/3/99,
Chloroform
mg/mJ
57
<IO
<IO
<10
<10
<IO
<10
<IO
<IO
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0'
<10
<IO
<10"
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<IO
<IO
<IO
50
<IO
<IO
<IO
<10
<10
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0 ,
1,2-Dichlorocthene Trichlorocthcnc Toluene
mg/mJ mg/ml mi:t/m3
<IO <10 <10
<IO <IO <10
<10 <10 <IO
<IO <10 <IO
<10 <10 <IO
<10 <10 <10
<10 <IO <10
<10 <IO <IO
<IO <10 <10
<10 <IO <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 , <2.0
<IO <IO <10
<IO <10 <IO
<10 <10 <IO
<10 <10 <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<IO <10 <10
<10 <IO <10
<IO <IO <10
<IO <10 <10
<IO <10 <10
<10 <10 <IO
<10 <10 <IO
<10 <10 <IO
<10 <IO <10
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
<2.0 <2.0 <2.0
I I I I I I I I I I I I I I I I I I I , >;/;'A;'.· •·;1~','\:: :'i:~'S:if 1:iif :;:~'.:,:~::;;:::>:,'.}t;,:;::<;:~'.~;l{~F;:~;i' !Sample Location U/L Macon Air Stack Property Line Date II Chloroform mg/m3 2/16/96 <10 513196 <10 6/5/96 <10 7/1/96 8l0 811/96 <10 11/8/96 <10 2/5/97 <10 5/12/97 <10 Bn/97 <2.0 11/13/97 <2.0 216/98 <2.0 sn/98 <2.0 8/7/98 <2.0 11/4/98 NS 2/11/99 <2.0 5/13/99 <2.0 8/5/99 <2.0 --:--it 11/3/991 <2.0. 2/16/96 <10 4/3/96 <10 5/3/96 <10 6/5/96 <10 7/1/96 <10 8/1/96 <10 11/8/96 <10 2/5197 <10 5/12/97 <10 8nt97 <2.0 11/13/97 <2.0 2/6/98 <2.0 5/7/98 <2.0 Sn/98 <2.0 ll/4/98 <2.0 2/11/99 <2,0 5/13/99 <2.0 815199 <2.0 11/3/99, <2.0 ' 1,2-Dichloroethene Trichloroethene Toluene mg/mJ mg/m3 mg/mJ <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 29 <10 <10 <10 <10 <10 <10 <10 <10 <10 <JO <10 <10 <10 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 NS NS NS <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0. <2,0 . <2.0 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2,0 <2.0 <2.0 <2.0 <2,0 <2,0 <2.0 <2.0 <2.0 <2.0 <2,0 <2.0 <2.0 <2.0 <2.0 • <2.0 . <2.0 ✓
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Well
Number
Upper
Dockery
MW 15A
MW18
Date
2/12/96
2/14/96
2/15/96
2/23/96
2/28/96
5/2/96
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
2/12/96
5/2/96
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5112199
8/5/99
11/2/99
2/12/96
2/14/96
2/15/96
5/2/96
615196
7/1/96
7/31/96
11/8/96
2/5/97
5/12/97
815197
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
1112199
Surveyed
Casing
Elevation (ft)
257.10
257.10
257.10
257,10
257,10
257.10
257.10
257.10
257. JO
257.10
257,10
257.10
257.10
257,10
257.10
257.10
257.10
257.10
257.10
257.10
257,10
257,10
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257.29
257,29
257.29
257.29
242,54
242.54
242.54
242.54
242.54
242.54
242.54
242,54
242.54
242.54
242.54
242.54
242.54
242.54
242.54
242.54
242.54
242,54
242,54
242.54
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
36.47 220.63
36.96 220.14
37.43 219.67
38.80 218.30
37.07 220.03
38.08 219.02
37.04 220.06
38.76 218.34
40.25 216.85
38.56 218.54
37.45 219.65
37.07 220.03
38,66 218.44
42.23 214.87
33.45 223.65
33.55 223.55
40,74 216.36
44.12 212,98
43.16 213.94
44.94 212.16
45.57 211.53
46.12 210.98
34.77 222.52
36,02 221.27
35,96 221.33
36.89 220.40
38.20 219.09
36.16 221.13
35.53 221.76
35.33 221.96
36.88 220.41
40.04 217.25
31.91 225.38
31.97 225.32
38.55 218,74
41.61 215,68
40,53 216,76
42.32 214.97
43.03 214.26
43.15 214.14
30.99 211.55
32.80 209.74
33.62 208,92
34.40 208.14
32.30 210.24
34.02 208.52
36.50 206.04
37.96 204.58
35.13 207.41
34.03 208.51
33.90 208.64
37.84 204.70
30.26 212.28
36,90 205.64
42.56 199.98
46.49 196,05
45.18 197.36
46.27 196.27
43.52 199.02
45.67 196.87
✓
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~ i}i:;::;::,2;::'.l';;~~iiiiiiif 1;(Mi;'.:i1!ij:f ;;;f ;;:;j:rJi\i;:
Well
Number
Upper
Dockerv
MW20
UD-1
UD-2
D11te
2/12/96
2/14/96
2/15/96
512196
6/5/96
7/1/96
7/31/96
11/8/96
115191
S/12/97
8/5197
11/12197
2/4/98
5/5/98
8/5/98
I 1/3/98
2/10/99
5l11J99
8/5/99
11/2/99
2/12/%
2/14/96
2/15/96
2/23/96
2/28/96
'""' 6/S/96
7/1/96
7/31/96
11/8/96
2/5/97
S/13/97
81S/97
I 1/12/97
2/4/98
5/S/98
8/S/98
11/3/98
2/10/99
5/12/99
8/S/99
11/2199
6/5/96
7/1/96
7/31/96
I 1/8/96
2/S/97
S/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/S/98
11/3/98
2/10/99
5/12/99
8/S/99
11(1199
6/5/96
7/1/96
7/31/96
11/8/96
2/5197
5/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
Surveyed
Casing
Elevation (ftl
265.1S
26S. 15
265.15
265.15
265.15
265.15
265.15
265.15
265.15
265.15
265. 15
265. 15
265.15
265.15
265.15
265.15
265.15
265. 15
265.15
265. 15
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
227.33
2S1.SO
2S1.50
251.S0
2S1.50
251.50
251.50
2S I.SO
2S1.50
2S1.SO
251.S0
251.50
2S1.50
251.50
251.S0
251.50
2S1.S0
251.42
2S1.42
251.42
251.42
251.42
251.42
251.42
251.42
251.42
2S1.42
251.42
Depth to Corrected
Groundwater Groundwater
fftl Elevation (ft\
24.34 240.81
25,34 239.81
25.6S 239.50
22.47 242.68
27.25 237.90
27.80 237.35
28.78 236.37
20.12 245.03
25.96 239.19
24.95 240.20
24.15 241.00
26.35 238,80
16.95 248.20
19.32 245.83
27.79 237.36
26.43 238.72
23.68 241.47
27.23 237.92
28.00 237.15
23.68 241.47
26.90 200.43
26.79 200.S4
26.83 200.S0
27,80 199.S3
26.09 201.24
2S.43 201.90
25.55 201.78
26.26 201.07
27.38 199.95
26.29 201.04
25.27 202.06
23.77 203.56
26.30 201.03
25.S2 201.81
25.46 201.87
21.28 206.0S
28.37 198.96
28.80 198.53
28.82 198,51
28.24 199.09
30.77 196.S6
32.24 195,09
81.78 169.72
43.30 208.20
83.70 167.80
79.02 172.48
81.92 169.58
82.36 169.14
38.02 213.48
41.01 210.49
33.76 217.74
3S.31 216.19
78.03 173.47
74.20 177.30
74.22 177.28
52.29 199.21
7S.17 175.73
73.43 178.07
38.27 213.15
38.91 212.51
41.1S 210.27
41.06 210.36
75.03 176.39
78.9S 172.47
39.13 212.29
42.18 209.24
35.42 216.00
37.41 214.01
43.50 207.92
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l■i; ::::;'::!;!:!1:1!!!~:i!::~1:~lt]f ::::i¥il:i'.l1~;'.'.;;
Well
Number
Upper
Dockery
D·2 cont
UD·3
UD-4
UD-5
UD-6
Date
11/3/98
2/10/99
5112199
8/5/99
1111199
6/S196
7/1/96
7/31/96
11/8/96
2/5/97
5/13197
8/5/97
11/12/97
214/98
S/5198
8/5/98
11/3198
2/10/99
5/12/99
8/5/99
I lf2199
6/5/96
7/1/96
7/31/96
11/8/96
215/97
5/13/97
8/5/97
11/12/97
214/98
5/5198
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2/99
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2110/99
5/12/99
8/5/99
11/2/99
615196
7/1/96
7/31/96
11/B/96
'2./5/97
5/13/97
8/5/97
11/12/97
214/98
5/5/98
8/5/98
11/3/98
'2./10/99
5/12/99
8/5/99
11/'2./99
Surveyed
Cosing
Elevation (ft)
2S1.42
251.42
251.42
251.42
251.42
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
249.66
239.07
239.07
239.07
239.07
239.07
239.o?
239.07
239.07
239.07
239.07
239.07
239.07
239.07
239.07
239.07
239.07
239.02
239.02
239.02
239.02
239,02
239.02
239.02
239.02
239.02
239.02
239.02
239.02
239.02
239.02
239.02
239.02
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240.91
240,91
240.91
Depth to
Groundwater
(ft)
78.08
77.48
76,76
75.60
75.57
86,42
44.52
86.69
65,81
40,12
)8,95
39, 16
42.42
3S.32
84.67
83.50
78.82
88.09
73.42
72.37
79.06
92.60
35.82
92.37
83.45
93.40
94.10
30.77
34.04
26.70
88,35
39.07
62.72
64.14
87.15
78.81
77.21
28,01
32.35
35.00
34.81
32. 15
30.59
30.20
33.83
26.12
70.09
77.23
81.40
45,97
61.76
40,68
42.35
29.60
34.20
32.79
58.25
56.03
30.04
31.05
34.55
26.56
57.83
64.94
69.51
68.86
70.25
68,63
72.92
Corrected
Groundwater
Elevation (ft)
173.34
173.94
174,66
175.82
175.8S
163,24
20S.l4
162.97
183.85
209.54
210.71
210.50
207.24
214.34
164,99
166,16
170.84
161.57
176.24
177.29
170.60
146.47
203.25
146.70
155,62
145,67
144.97
208.30
205.03
212,37
150,72
200,00
176.35
174.93
151.92
160,26
161.86
211.01
206.67
204.02
204.21
206.87
208.43
208.82
205.19
212.90
168,93
161.79
157.62
193.05
177.26
198.34 c:::::>-
211.31
206.71
208.12
182.66
184.88
210.87
209,86
206.36
214.35
183.08
175.97
171.40
172.05
170.66
172.28
167.99
,qr,,f,,1
0
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.,.g.q,.;-p:;; ;!:~:~~~ltiiJ£l;1J;:'.\;:;:;:I;';'i,i::.:: ;:1:;::
Well
Number
Upper
Dockery
UD-7
UD-8
Lower
Dockery
MWl6
MW24'
Date
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2199
6/S/96
7/1/96
7/31/96
11/8/96
S/13/97
8/5197
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5112199
8/5/99
I 1/2/99
2112/96
2114/96
2/15/96
2/23/96
5/2/96
6/5/96
7/1/96
7/31/96
11/8/96
215/97
5/13/97
8/5/97
11/12197
214/98
5/5/98
8/5/98
I 1/3/98
2/10/99
5/12199
8/S/99
11/2/99
2/12/96
2114/96
2115/96
2/23/96
2128/96
512196
6/5/96
7/1/96
8/1/96
11/8/96
215/97
Surveyed
Casing_
Elevation (ft\
255.56
25S.56
255.56
255.56
255.56
255.56
255.56
255.56
2S5.S6
2S5.56
255.56
255.56
255.56
255.S6
255.56
255.56
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
259.43
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
159.97
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ft)
33.67 221.89
26.35 229.21
24.78 230.78
16.21 239.35
80.73 174.83
60.14 19S.42
19.81 235.75
22.68 232.88
11.64 243.92
26.06 229.50
77.38 178.18
DRY DRY
80.83 174.73
80.04 175.S2
24.23 231.33
20.10 235.46
34.43 225.00
40.21 219.22
37.50 221.93
34.24 225.19
33.61 225.82
35.27 224.16
39.24 220.19
29.12 230.31
30.46 228.97
39.37 220.06
62.26 197.17
67.61 191.82
73.95 185.48
42.15 217.28
41.58 217.85
31.18 128.79
31.40 128.57
31.72 128.25
32.87 127. JO
32.70 127.27
31.79 128.18
31.89 128.08
33.48 126.49
33.45 126.52
30.13 129.84
33.01 126.96
33.74 126.23
33.23 12(,.74
29.63 130.34
32.22 127.75
33.88 126.09
33.43 126.54
32.76 127.21
33.35 126.62
34.12 125.85
34.56 125.41
5.74 127.25
5.15 127.24
5.95 127.04
6.90 126.09
6.15 126.84
6.56 126.43
6.35 126.64
6.75 126.24
6.91 126.08
7.06 125.93
5.44 127.55
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!: : ••. ::'.: ;·1;:;::;if:~!i iilEl;;;:;;J:··;;;:.t;::s;;::r:i·
Well
Number
Lower
Dockery
MW-24 cont.
LD-1
LD-2
LD-3
LD-4
Date
5/13/97
8/5/97
I J/12/97
2/4/98
5/5/98
8/5/98
I 1/3/98
2/10/99
5/12/99
8/5/99
I 112/99
6/5/96
7/1/96
7/31/96
11/8/96
2/5/97
5/13/97
8/5/97
11/12/97
2/4/98
S/5198
8/5/98
11/3/98
2/10/99
5/12199
8/5/99
11/2/99
615/96
7/1/96
7/31/96
11/8/96
2/5/97
S/13/97
8/5/97
11/12/97
2/4/98
5/5/98
8/5/98
11/3/98
2/10/99
5112/99
8/5/99
11/2/99
6/5196
7/1/96
7/31/96
I l/&/96
2/5/97
5/13/97
8/5/97
11/12/97
2/4/98
515198
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
lln/99
615196
7/1/96
7/3 1/96
11/8/96
2/5/97
S/13/97
8/5/97
11/12/97
2/4/98
515198
Surveyed
Casing
Elevation (ft)
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
132.99
161.14
161.14
161.14
161. 14
161.14
161.14
161.14
161.14
161.14
161.14
161.14
161.14
161.14
161.14
161.14
16Ll4
154.80
154.80
154.80
154.80
154,80
154.80
154.80
154.80
154.80
154.80
154.80
154.80
154.80
154.80
154.80
154.80
150.02
150.02
150.02
150.02
150.02
150.02
150.02
150,02
150.02
150.02
150.02
150.02
150.02
150.02
150.02
150.02
148.16
148, 16
148.16
148.16
148.16
148.16
148. 16
148.16
148.16
148.16
Depth to Corrected
Groundwater Groundwaler
(ft} 1-:Jevation (ft)
6.65 126.34
7.61 125.38
6.86 126.13
4.98 128.01
6.37 126.62
7.76 125.23
7.35 125.64
6.59 126.40
7.50 125.49
8.31 124.68
8.12 124.87
32.71 128.43
33.52 127.62
46.27 114.87
56,64 104.50
31.13 130.01
56.46 104.68
56.45 104.69
56.47 104.67
30.48 130.66
55.3 105.84
56.45 104.69
56.42 104.72
56.40 104.74
56.40 104.74
56.43 104.71
56.43 104.71
26.93 127.87
26.98 127.82
JS.SO 119.30
55.39 99.41
25.28 129.52
54.45 100.35
SS.49 99.31
SS.48 99.32
25.12 129.68
55.02 99.78
55.45 99.35
55.43 99.37
55.40 99.40
55.39 99.41
55.43 99.37
55.40 99.40
22.64 127.38
22.70 127.32
27.75 122.27
35.18 114.84
20.97 129.05
34.81 115.21
36.92 113. JO
44.76 105.26
20.64 129.38
37.44 112.58
39.58 I 10.44
38.87 I I I.IS
40.25 109.77
42.65 107.37
43.35 106.67
50.98 99.04
20.67 127.49
20.83 127.33
24.50 123.66
29.59 I 18.57
18.96 129.20
29.08 119.08
30.04 118.12
32.79 115.37
18.50 129.66
29.36 118.80
✓
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I
Well
Number
Lower
Dockerv
LD-4 con!
LD-5
Date
8/5/98
11/3198
2/10/99
5/12/99
8/5199
l l/2/99
615196
7/1/96
7/31/96
11/8196
2/5/97
S/13/97
8/5/97
I !/12/97
2/4/98
5/5/98
8/5/98
1113/98
2/10/99
5/12/99
8/51'}9
11 /'J./99
Macon Source Area
MW2 2/12/96
4/]J%
5/1/96
6/5/96
7/1/96
8/1/96
11/8196
114/91
5/12/97
8/5/97
1 l/12/97
2/4/98
S/5/98
8/6/98
1 l/J/98
2/10/99
5/12/99
8/5/99
11/2/99
MW2A 2/12/96
2/14/96
2fJ.3/96
2/l8"6
5/\/96
6/5/96
7/1/96
7/30/96
1\/8/96
2/4/97
S/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2199
Surveyed
Casini:
Elevation {ft\
148.16
148.16
148.16
!48.16
148,]6
148.16
168.03
168.03
168 03
168 03
168.0)
168,03
168.03
168.03
168.03
168,0J
168,03
168.03
168.03
168.03
!68.03
168,03
231.39
231.39
231.39
231.]9
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
231.39
230.83
230.83
230.83
230,83
230.83
230.83
230.83
230,83
230.83
230.83
230.83
230.8)
230,8)
230,83
230.83
230,83
230,8]
230.83
230.83
230.83
230.83
Depth to
Groundwater
(fl\
Jl.11
30.63
31.09
31.92
32,77
36.77
26.49
34.66
45.48
45.86
25.Sl
50.26
45.15
45.75
18.73
45.39
45.76
45,78
45,78
45.74
45.75
45.74
37.20
38.33
38.78
38.96
40,52
43.21
41.32
38.83
34.71
35.36
41.54
37.43
32.78
35.93
38.19
38.80
39.99
40.49
42.33
37.45
37.56
39.78
39.00
38.68
39.18
40.37
43,S7
40,9!
38.70
35.06
35.73
4!.25
37.22
32.66
35.76
37.90
38.45
39.71
40.39
42,07
Corrected
Groundwater
Elevation frt)
117.05
117.53
117.07
116.24
115.39
111.39
!41.54
133.37
122.55
122.17
142.52
117.77
122.28
122.28
149.30
122.64
122.27
122,25
122.25
122.29
122,28
122.29
194.19
193.06
192.61
192.43
190,87
188.18
190.07
192.56
196.68
196,03
189,85
193.96
198.61
195.46
193.20
192.59
191.40
190.90
189.06
193.38
193,27
191.05
191.83
192.15
191.65
190.46
187.26
189.92
192.13
195.77
195.10
189.58
193.61
198.17
195.07
192.93
192.38
191, 12
190.44
188.76
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I
Well
Number
Macon Source Arra
MW3 2/12/96
511196
615196
7/1196
8/1/96
11/8/96
2/4/97
5/12/97
815/97
11/12/97
2/4/98
515198
8/6/98
11/3/98
2/10/99
S/12/99
8/5/99
11/2/99
MWS 2/12/96
4f2/96
511196
61S/96
7/1/96
811196
11/8/96
2/4/97
5/12/97
815197
11/12/97
2/4/98
5/5198
8/6/98
11/3198
2/10/99
S/12/99
8/5199
11/2/99
MW6 Vl2196
412/%
5/1/96
6/5/96
7/1/96
7/30/96
111&'96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
11/3/98
VI0/99
5/12/99
8/5/99
11/2/99
MW7 2/12/96
4f2/96
5/1/96
6/5/96
7/1/96
8/1196
11/8196
2/4/<J7
5/12/97
8/5/97
11/12/97
2/4/98
Sun-eyed
Cuing
Elevation (fi)
220,67
220 67
220.67
220,67
220.67
220.67
220.67
220,67
220.67
220.67
220.67
220,67
220,67
220.67
220,67
22067
220.67
220,67
234.51
234.51
234.51
234.51
234.51
2)4,51
234.SI
234.SI
234.51
234.51
234.51
234.51
234.51
234.51
234.5!
234.51
234.51
234.51
234.51
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237.13
237. \J
237.\J
237, 13
237, 13
237.13
237.13
237.13
237.13
237.13
228.41
228.41
228.41
228.41
228 41
228.41
228.41
228.41
228.41
228 41
228.4!
228.41
Depth to Correctrd
Groundwater Groundwater
(ft) Elevation (ft\
26.60 194.07
28.35 192.32
28.16 192.51
29.86 190,81
)0,01 190.66
28.57 192.10
26.03 194.64
27.50 193.17
26.08 194.59
28.51 192.16
2).79 196.88
21.44 !99.23
23.39 197.28
24,26 196.41
42.46 178,21
25.26 195.41
2664 \94,03
28.92 191.75
37.62 196.89
37.94 196.57
38.02 196.49
38.00 196.51
39.69 194.82
39.50 195.0l
37.17 197.34
35.29 199,22
33.60 200,91
36.05 198.46
38.44 196,07
32.77 201.74
28.49 206.02
31.72 202.79
33.02 201.49
33.61 200.90
34,64 199.87
36.71 197.80
38,98 195.53
39.79 197.34
41.61 195.52
41.90 195.23
39.05 198.08
41.72 195.41
44.27 192.86
44.05 193.08
39.08 198,05
38.53 198 60
39.86 197.27
43.73 193.40
40.43 196.70
33.82 203.31
37,85 199.28
37.88 199.25
38.77 198.36
42.45 194.68
43.18 !93.95
42.86 !94.27
35.57 192,84
36.23 192.18
36.63 191.78
37.05 191.36
38.32 190,09
38.26 190.15
38.69 189,72
36.60 191.81
33.34 195,07
33.96 194,45
39. 10 189.31
34,80 193.61
✓
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Well
Number
Date
Macon Source Area
MW•7 cont 5/5/98
8/6/98
11/4/98
2/10/99
5/12/99 ~,,.,,
11{2}99
MWB 2/12/96
412196
5/1/96
6/5196
7/1/96
8/1/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
I 112199
MWSA 2/12/96
4/2/96
5/1/96
6/5/96
7/1/96
8/1/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4198
515/98
8/5/98
11/3/98
2/10/99
5/12/99
8/5/99
I 112/99
2112/96
2/14/96
2/15/96
2f2l"6
2f28/96
5/1/96
6/5/96
7/1/96
W0/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
11/2199
Surveyed
Casing
Elevation (fll
228 41
228.41
228.41
228.41
228.41
228.41
228.41
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.54
234.44
234.44
234.44
234.44
234.44
234,44
234.44
234.44
234.44
234.44
234.44
234.44
234.44
234.44
234 44
234,44
234.44
234.44
254.08
254.08
254.08
254.08
254,08
254,08
254.08
254,08
254.08
254,08
254.08
254.08
254.08
254.08
254.08
254 08
254 08
254.08
254 08
254.08
254,08
254.08
Deplh to Currected
Groundwater Groundwater
(ft\ Elevation (ft)
30.41 198 00
33.66 194.75
35.84 192.57
36.31 192. 10
37,67 190.74
38.34 190.07
40,04 188.37
39.98 194.56
40,07 194.47
41,01 193.53
41.51 193.03
43,26 191.28
43.88 190.66
42.76 191.78
37.IS 197.39
38.69 195.85
42.24 192.30
36, 18 198.36
32.60 201.94
JS.02 199.52
36.66 197.88
36 69 197.85
37.91 196.63
40,24 194.30
42.64 191.90
44.83 189.61
45.53 188.91
45.81 188 63
45.73 188.71
49.12 185.32
46,92 187.52
44,27 190.17
44.93 189.51
45.82 188.62
47,68 186.76
33.47 200.97
39.18 195.26
43,38 191.06
44,02 190.42
42.21 192.23
4).30 191.14
44.93 189.51
47.10 187.34
46.60 207.48
46.70 207.38
47.68 206.40
44,03 210.05
46,04 208,04
43.55 2!0,53
42,89 211.19
42,84 211,24
42.30 211.78
40 65 213.43
41,68 212.40
41.57 212.51
43.38 210.70
43.24 210,84
38.80 215.28
35.43 218,65
)9,84 214,24
40.46 213.62
40,98 213.10
41.)6 212.72
43.25 210.83
43.89 210.19
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I
Well
Number
Dale
Macon Source Area
MWIO 2/12/%
2/15/96
411196
5/1/96
6/5196
7/\/96
7/30/96
I J/ll/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
\ ]/J/98
2/10/99
5/12/99
8/5/99
l\/2199
MWIJ• 2/12/96
2/23/96
2/28196
5/1/96
6/5/96
7/1/96
W0/96
l 1/8/96
214/97
5/12/97
8/S/97
I 1/12/97
214/98
S/5/98
8/6/98
11/3/98
2110/99
5/12/99
8/5/99
11/2/99
MWllA 2112/96
411196
5/1/96
6/5/96
1/1196
W0/96
11/8/96
2/4/97
5/12/97
8/5197
11/12/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5/99
1112/99
MWl9" 2/12/96
2114/96
2/23/96
2/28/96
SIi/%
615196
7/1/96
7/30/96
Surveyed
Casing
Elevation l(t\
265.51
265.51
265.51
265.51
265,51
265.51
265.51
265.51
265.51
265.51
265.5!
265.Sl
265.51
265.51
265.S\
265.51
265.51
265.51
265.S!
265.Sl
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271.92
271,92
271.92
271.92
271.92
271.92
270,28
270 28
270,28
270.28
270.28
270.28
270.28
270.28
270.28
270,28
270,28
270,28
270 28
270 28
270.28
270.28
270.28
270.28
270,28
236,89
236,89
236.89
236 89
236.89
236 89
236.89
236.89
Depth to Corrected
Groundwater Groundwater
(rt) Elevation (rt)
41.03 224.48
40.88 224,6)
36.98 228.53
)5.76 229.75
35.90 229.61
35.96 229.55
35.98 229.53
33.31 232.20
)4, 13 231.38
33.64 231.87
36.87 228.64
38.41 227.10
27.34 238,17
26.19 239.32
33.07 232.44
33.78 231.73
33.85 23\.66
34.86 230.65
38,09 227.42
40 02 225.49
30.72 241.20
JI.DO 240.92
30.00 241.92
30.31 241.61
31.41 240.51
32.92 239,00
34.42 237.50
27,60 244.32
27.26 244.66
25.72 246,20
30.63 241.29
34.08 237.84
19.95 251.97
20,88 251.04
29.66 242.26
29.72 242.20
26.02 245,90
30.16 241.76
35.27 236,65
34.61 237.31
30.22 240.06
27 OS 243.23
28.05 242.23
30,62 239,66
32.15 238.13
33.11 237.17
27.IS 243.IJ
26.94 243.34
25.35 244.93
29.60 240.68
33.25 237.03
19.90 250.38
20.35 249.93
29.12 241.16
28.98 241.30
25.82 244.46
29.68 240.60
34.48 235.80
33.72 236.56
38.49 198.40
38.82 198,07
40.90 195.99
40.50 196.39
38.44 198,45
37.91 198.98
39.23 197.66
39.65 197.24
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I
I
I
I
I
Well
Numbrr
D•te
Macon Source Area
MW-19cont I J/ll/96
'})4197
5/12/97
815/97
I \/12/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
5/12/99
8/5199
1112/99
UMS-1 6/5/96
7/1/96
7/J0/96
11/8196
2/4/97
5112/97
8/5197
11/12197
2/4/98
5/5/98
8/6/98
l 1/3/98
2/10/99
5/12/99
8/5199
1 112/99
UMS-2 615196
7/1/96
7/J0/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
515/98
8/6/98
I l/J/98
2/10199
5/12/99
8/5199
I 1/2/99
UMS-3 6/5/96
7/1/96
11301%
11/8/96
2/4/97
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
I 1/3/98
2/lo,<)<)
5/12/99
8/5/99
11/2/99
Surveyed
Cuing
Elevation (ft)
236,89
2)6,89
236 89
236 89
236.89
236.89
236,89
236.89
236.89
2)6,89
236.89
236.89
236,89
238.96
238.96
238,96
238.96
238.96
238.96
238.96
238,96
238.96
238.96
238.96
238,96
238.96
238.96
238.96
238,96
236.3]
2)6.31
236.31
236.JJ
236.31
2)6.31
2)6,31
236,3]
236.31
236.31
236.31
236.3 I
236.31
236.31
236.31
236.31
235.75
235.75
235.75
235.75
235.75
235,75
235.75
235.75
235.75
235.75
235.75
235.75
235.15
235.75
235.75
235.75
Depth to Corrected
Groundwater Groundwater
(fl) Elevation (fl)
37.10 199.79
35.33 201,56
33.37 203.52
36.45 200.44
38.38 198.51
)3.02 203.87
27,69 209.20
JI.JO 205.59
32.47 204.42
33.08 203.81
34.26 202.6)
)6.45 200.44
39,06 197.83
44.15 194,81
44.70 194.26
58.60 180.36
58.88 180.08
)9,85 199.11
40,80 198,]6
49.19 189,77
54.30 184.66
40.65 198.31
4).38 195.58
50.18 188.78
38.80 200.16
39.54 199.42
56.66 182.30
58.18 180,18
43.79 195.17
64.75 111.56
51.60 118.71
64.58 111.73
65,40 110.91
62. 15 174,16
37.95 198.36
38.56 197.15
63.59 172.72
56.15 119.56
49.99 186.32
53.66 182.65
57.28 179 03
62.24 174.07
64.71 171.60
65.15 171.16
65.07 171.24
43.46 192.29
72.78 162,97
72.87 162.88
13.13 162 62
42.68 193.o7
71.80 163.95
72.88 162.87
62.98 172.77
72.50 163.25
38.95 196,80
49.98 185.77
67.65 168.10
39.!3 19662
39.95 195.80
42.06 193.69
44,31 191.44
I
I
I Well Dale Surnyed Depth to Corrected
Numbu Cllllin1: Groundwater Groundwater
Elevation fl) <•l Elevation (ft)
I Macon Source Arca
UMS•4 6/5196 236.53 15.66 160,87
7/1/96 236.53 76.58 159.95
7/30/96 236.53 76.98 l 59.55
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
2/4198 236.53 77.88 158.65
I S/5198 236.53 58.44 178.09
~6198 236.53 78,04 158 49
11/3/98 236,53 78.05 158.48
2/10/99 236.SJ 78,04 158.49
5/12/99 236.53 53.&2 182.71
I 8/5/99 236.53 36,70 199.83
11/2/99 236.53 49.62 186.91
UMS-5 615/96 257.62 82.55 175.07
111/96 257.62 81.()() 176.62
I 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
5/12/97 257.62 41.49 216.13
8/5197 257.62 82,62 175 00 I I \/12/97 257.62 81.89 175.73
2/4/98 257.62 81.93 175.69
5/5/98 257,62 39.22 218.40
8/6/98 257,62 57.57 200,05
I 11/3/98 257,62 76.82 180.80
2/10/99 257,62 80.76 176.86
5/12/99 257.62 82.12 175.50
8/5199 257.62 83.24 174.38
1112/99 257,62 82,85 174.77
I Upper
Macon
MW2l' 2/14/96 155.52 14.52 14!.00
2/23/96 ! 55.52 15.60 !39.92
I 2/28/96 155.52 14.65 140,87
SM6 155.52 14.38 141.14
6/5/96 155.52 15.47 140.05
7/30/96 155.52 7.02 148.SO
I ln/96 155.52 14,62 14090
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
2/4/98 155.52 13.98 141.54
I 5/5198 155.52 12.27 )43.25
8/6/98 155.52 14.33 141.19
11/3/98 155.52 14.80 140.72
2/10/99 155.52 13.74 141.78
5/12/99 155,52 14.44 141.08
I 8/5/99 155.52 16,71 138.81
I !fl/99 155,52 15,85 139,67
MW23• 2/14/96 155,54 4.45 151.09
2/l3/96 155.54 5.73 149.81
I 2/28/96 155.54 4.07 151.47
5/J/96 155.54 5.!9 150.35
6/5196 155.54 5.59 149,95
7/1/96 155.54 1.56 147,98
7/J0/96 155,54 7.72 147.82
I 11/6/96 155.54 6.19 149.35
2/4/97 155.54 4,99 150.55
5112191 155.54 5,88 149.66
8/5/97 I 55.54 5.32 150.22
I 1 l/12/97 155,S4 647 149.07
2/4/98 155,54 3.67 IS!.87
515198 155.54 4,11 15!.43
8/6/98 155,54 6.45 149.09
I I/J/98 155.54 6.47 149.07
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Well
Number
Upper
Macon
11W-23 cont
UM-I
UM-2
UM-3
Date
2/10/99
5/12/99
~5/99
11/2199
6/5/96
7/1/96
7/J0/96
1 l/8/96
214191
5/12/97
8/5/97
11/12/97
2/4/98
5/5/98
8/6/98
I 1/3/98
2/10/99
5/12/99
8/5/99
I 112199
615/96
7/1/96
1/30/96
11/8/96
2/4/97
5/12191
8/5191
11/12/91
2/4/98
5/5/98
8/6/98
11/3/98
2/10199
5/1'1J99
8/5/99
1112/99
6/5/96
7/1/96
7/30/96
!1/8/96
2/4191
5/12/97
815197
11/12/91
2/4/98
5/5/98
8/6/98
! 1/3/98
2/10199
5/12/99
815/99
1112199
615196
7/1/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/12/91
2/4/98
5/5198
8/6/98
11/3198
2/10/99
5/12/99
8/5/99
11/2/99
Surveyed
Casini:
Elevation {rt)
155,54
155.54
155,54
155.54
183.68
183.68
183.68
I 83.68
183.68
183.68
183.68
183.68
183 68
183.68
183.68
183,68
!83.68
183.68
183.68
183.68
194.13
194.13
194.13
194.13
194,13
194.13
194.13
194.13
194,13
194, 1)
194.13
194.IJ
194.13
194.13
194.13
194.13
180.35
180.35
180.35
180,35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180.35
180,35
180,35
180.35
11!.91
111.91
111.91
171.91
171.91
171,91
111.91
111.91
111.91
111.91
171.91
171.91
171.91
171.91
171.91
171.91
Depth to Corrected
Groundwater Groundwater
(ft) Elevation (ftl
6,55 148.99
706 148.48
846 147.08
8.98 146.56
37.01 146 67
36.47 147.21
41.10 142.58
39.44 144.24
39.36 144,32
40.46 143.22
42,0J 141,65
30,86 152.82
45.99 137.69
44.93 138.75
46.32 137,36
36.00 147,68
46.23 137.45
46.16 1J7.52
47.19 136.49
48.01 135.67
43.02 151.11
47.95 146,]8
47.33 146,80
45.41 148,72
45.51 148.62
46,24 141.89
45.72 148.41
40 01 154.12
49.51 144,56
48,14 145.99
50.59 143.54
39.20 154.93
48.11 146.02
51.91 !42.22
52 68 141.45
55.91 138,22
32.17 148.IR
32. 18 148.11
32.36 147.99
32.31 148.04
32.21 148.08
32.25 148,10
32.27 148.08
!9.81 160.54
72.50 107.85
32.24 148.! I
32.25 148,10
19.,69 160 66
32.21 148,14
32.21 148. 14
32.24 148, 1 l
32.24 148.11
21,85 150.06
21,10 150.81
27.55 144.36
24.52 141.39
2S.62 146,29
31.98 139,93
30.54 141.31
9.41 162.SO
38.19 133.72
45.18 126.13
41.81 1)0,10
9.30 162.61
47.70 !24.21
49.25 122.66
40.13 l)J.18
42.80 129,11
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I Wf'II Datt S11rveyed Deplh to Corrected
Numbtr Culog Groundwaler Groundwater
Elevation (rt) (fi) Elevation (f'I)
Uprcr
I Macon
UM-5 6/5/96 168.32 11.77 156.55
7/1/96 168.32 12.13 156.19
7/30/96 168.32 16.92 151.40
1 l/8/96 168.32 13.85 154.47
I 2/4/97 168.32 14.92 153.40
5/12197 168.32 16,]5 152.17
8/5/97 168.32 13.65 154.67
11/12/97 168.32 6.09 162 23
2/4/98 168.32 14.03 154.29
I 5/5/98 168.32 17.38 150.94
8/6/98 168 32 17.57 150.75
11/3/98 168.32 6,09 162.23
2/10/99 168.32 16.71 151.61
5/12/99 168.32 19.45 148,87
I 8/5199 168.32 19,21 149.11
11/2199 168 32 26.98 I 41.34
UM-6 615/96 173.05 I l.72 161.33
7/1/96 173.05 13.23 159.82
I 7/J0/96 173,05 17.58 I 55.47
11/8/96 173.05 14.40 158.65
2/4/97 173.05 14.79 158.26
5/12/97 173.05 15.26 157.79
I
8/5/97 173.05 14.45 158 60
11/12/97 173.0S 9.84 163.2!
2/4/98 173.05 10.51 162 54
5/5/98 173.05 11.30 161.75
8/6/98 173.05 16.40 156 65
I I l/J/98 I 73.05 9.64 163.41
2/10/99 173.05 16.32 156.73
5/12/99 173.05 18.90 154.!5
8/5/99 173.05 18.90 154.15
11/2199 173.05 21.22 151.83
I UM-7 6/5/96 !87.29 54.45 132.84
7/1/96 187.29 54.58 132.71
7(30/96 ]87.29 54.59 132.70
11/8196 187.29 55,00 132.29
I 214/91 187.29 54.73 132.56
5112191 187.29 55.34 131.95
8/5/97 187.29 54.78 132.51
11/12/97 !87.29 19.96 167,33
2/4/98 187.29 54.15 132.54
I 5/5/98 187.29 54.73 132.56
8/6/98 187.29 54.98 132.31
11/3/1)8 187.29 22.57 164.72
2/10/99 187.29 54.72 132.57
5/12/99 187.29 54.53 132.76
I 8/5/99 187.29 54.79 132.50
11/2199 187.29 54.75 132.54
ower
lltOQ
I W4 2/14/% 184.21 40.79 143.42
4f2/96 184.21 46 08 138.13
SM6 184.21 45.72 138 49
6/5/96 184.21 43.29 140.92
711196 184.21 42.09 142.12
I 7/30/9(, 184.21 45,71 138.50
11/8/96 184,21 46 35 137.86
2/4/97 184.21 40.86 143.35
S/12/97 184.21 44.IS 140.06
I
8/S/97 184.21 44.08 140.13
11/12/97 184.21 41.79 142.42
2/4/98 184.21 42.77 141.44
5/5/98 184.21 40.60 143.61
8/6/98 184.21 41.77 142.44
I 11/3/98 184.21 40.12 144.09
2/10/99 184.21 43.22 140,99
8/5199 184.21 26.48 157.73
1112/99 184,21 42.56 141,65
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I Date Depth to Corr et led
Numbrr Casing Groundwater Groundwater
Elevation (ft) (ft) Elevation (fl)
Lower
I Macon
MWl2 2/14196 171.98 24.87 147.11
4/2196 171.98 26.18 145,80
SM6 171.98 26,09 145,89
615196 171.98 25,97 146 01
I 7/1/96 171.98 27.37 144.61
7(30196 171.98 27.55 144.43
I 1/8196 171.98 26 24 !4S.74
'}}4/91 171.98 24.)8 147.60
5/12/97 171.98 25.27 146.71 I R/5/97 111.98 25,66 146.32
I 1/12/97 171.98 25.74 146.24
2/4/98 171.98 22.58 149.40
5/5/98 171.98 23.02 148,96
8/6/98 171.98 24.JS 147.63 I 11/3/98 171.98 24.30 147.68
2/10/99 171.98 24.12 147.86
8/5/99 171.98 26.48 145.50
11/2/99 171.98 23.31 148.67
I MW 13• 2/14/96 188,67 49.22 139.4S
2/23/96 188.67 50.20 138.47
2/28196 188,67 49,25 \J9.42
4/2/96 188.67 50,85 137,82
I S/2/96 188,67 51.38 137.29
615196 188.67 49,88 138.79
7/1/96 188.67 50.55 1)8,]2
7/J0/96 188.67 51.59 137.08
11/8196 188.67 52.15 136.52
I 2/4/97 188.67 49.40 139.27
5/!2/97 188,67 49.42 139.25
8/5/97 188.67 49.32 139.35
11/1 !/97 188.67 50.29 138.38
2/4/98 l88.67 48,25 140.42
I 5/5/98 188.67 42.56 146.11
8/6/98 188.67 45.70 142.97
11/3/98 188,67 47.33 !41.34
2/10/99 188,67 49.14 139.SJ
8/5/99 188,67 50.19 138.48 I 11/2/99 188,67 49.41 139,26
MWl4 2/141% 177.34 34.24 143.10
4!U)6 !77.34 dry dry
Sfl/96 177.34 dry dry I 6/5/96 177.34 35.19 142.15
7/1/96 177.34 dry dry
7/30196 I 77.34 dry dry
11/8196 177.34 dry dry
I 2/4/97 177.34 34.63 142.71
5/12/97 177.34 dry dry
8/5/97 177,34 dry dry
11/11/97 177.34 dry dry
2/4/98 177.34 34.09 143.25
I 5/5/98 177.34 33.80 143.54
8/6/98 177.34 35,22 \42.12
11/3/98 l 77.34 34,76 142.58
2/10/99 l 77.34 dry dry
8/5/99 I 77.34 dry dry
I 11/2/99 177.34 33.50 143.84
MWl4R 2/14/96 175.95 34.50 141.45 ,n/96 175.95 38.81 137, 14
S/2/96 175,95 39.27 136.68
I 6/5/96 175.95 38.85 137, 10
7/1/96 175.95 37.98 137.97
7/30/96 175.95 40.03 135.92
11/8/96 175.95 40.39 135.56
2/4/97 175.95 35.60 140.35 I 5/12/97 !75.95 38,74 137.21
8/5/97 175.95 37,61 138.34
11/11/97 175.95 37.09 138 86
2/4/98 !75.95 JS.Bl 140.14
I 5/5/98 175.95 35.65 140.30
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Well
Numb.-r
Lower
Macon
MW-l4R cont
MW22"
LM-1
LM-2
LM-3
Date
8/6/98
11/3/98
2/10/99
8/5199
llll/'l9
2/14/96
2/7.3/96
2128196
5(2/96
615196
7/1/96
7/30/96
l l/ll/96
2/4/97
5/12/97
8/5/97
11/11/97
2/41'98
5/5/98
816/98
11/3/98
2/10/99
8/5/99
11/2/99
615196
7/1/96
7/J0/96
11/8196
2/4/97
5/12/97
8/5/97
11/11/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10199
8/5/99
l 1/2/99
615/96
7/!/96
7/30/96
11/8/96
2/4/97
5/12/97
8/5/97
11/1 l/97
2/4/98
5/5/98
8/6/98
11/3/98
2/10/99
8/5/99
11 /2/99
615196
7/l/96
7/30/96
I 1/8/96
2/4/97
5/12/97
8/5/97
I 1111/97
2/4198
5/5/98
8/6/98
11/3/98
2/10199
8/5/99
11/2/99
Surveyed
Casing
Elevation (fl)
175.95
175.95
175.95
175 95
175.95
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128.25
128,25
128.25
128.25
128 25
128.25
128.25
175 68
175,68
175,68
175,68
175.68
175.68
175.68
175.68
175.68
175.68
175,68
175.68
175.68
175.68
175,68
157.20
157,20
157.20
157.20
157.20
157.20
157.20
157.20
157.20
157.20
!57.20
157.20
157.20
157.20
157,20
157,09
157.09
!57.09
157.09
157.09
157,09
157,09
]57.09
157,09
157,09
157.09
157.09
157.09
157.09
157.09
Depth to Corrected
Grouudw11ter Groundwater
(rt) Elevation (rt)
37.32 138,63
36.18 139.77
37,37 138.58
37.67 138.28
34.22 141.73
5.73 122.52
6,76 121.49
5,59 122.66
6,87 121.38
7,05 121.20
6.78 121.47
2.31 125.94
6.96 121.29
6,03 122.22
6.80 121.45
6.56 121.69
6,24 122.01
5.64 122.61
5.92 122.33
646 121.79
6.10 122.15
6.24 122,01
6,94 121.31
5.98 122.27
69.79 105.89
38.61 137.07
69.78 105.90
70,04 105.64
36.12 139.56
68.90 106,78
69.94 105.74
38.31 137.37
69.65 106.03'
69.87 105.81
69,86 !05,82
37.57 138.11
61.89 113.79
60.57 I IS.II
35.04 !40.64
62.06 95.14
25.08 132, 12
58.36 98.84
62.16 95.04
25.98 I] 1.22
63.50 93.70
56.96 100.24
26.86 130.34
53.33 103.87
43.23 113.97
40,85 116 35
26.30 130.90
37.86 119.34
30,68 126.52
24.80 132.40
61.16 95,93
27.78 129.31
49.40 107.69
67.24 89.85
27.11 129.98
57.52 99.57
42.42 114,67
27.78 129.31
43.27 113.82
33,48 123.61
33.48 123.61
26.75 130.34
34,02 123.07
34.08 123.01
26.24 130.85
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Wf'II
Number
Lower
Macon
LM-4
LM-5
.,.' <, ····'··•····:f:11i;u:;1 ww·······;.:.:;: -, , '
i'Ji;;::::::::::z~~,-~!mll!!'l';'!;'.;;j;,;;i;.;}n:2·1,
Dale Surveyed
Casing
Elevation (fl)
6/5/96 166.84
7/1/96 166 84
7/30/96 166.84
11/8/96 166,84
2/4(97 166 84
S/12/97 166 84
S/5/97 l66.84
11/11/97 166.84
2/4/98 166 84
5/5/98 166.84
8/6/98 166 84
11/3198 166.84
2/10/99 166.84
8/5199 166.84
11/2/99 166,84
6/5/96 186.59
7/1/96 186 59
7/30/96 186.59
11/8/96 186.59
214191 I 86.59
5/12/97 186.59
8/5197 186.59
11/11/97 186.59
2/4/98 186.59
5/5/98 186.59
8/6/98 186,59
ll/3i"JS 186.59
2/10/99 !86.59
8/S/99 186.59
11/2/99 186.59
Depth 10
Groundwater
(Ol
68.60
37.72
56.91
74.86
36.82
67.80
55.14
37.29
56.01
46 03
45.00
36.29
46.40
47.2)
36,75
66.50
43.91
66.80
66.86
42.85
66,90
66.84
43.84
66.88
67.99
68.04
42.10
68.12
68.12
42.45
Corrected
Groundwaicr
Elevation (ft)
98.24
129.12
109.93
91.98
130.02
99.04
111.70
129.SS
110.83
120.81
121.84
130.55
120.44
119.61
130,09
120.09
142.68
119.79
I 19.73
143.74
119.69
119.75
142,75
1 !9.71
118.60
118.55
144.49
I 18.47
118.47
144, 14
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I
Upper Dockery
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
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
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 1 OF 4
Average Total
Monthly Flow voe Pounds of VOC
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 t3I 0.29
250,068 tJ t 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
200,192 244.0 0.41
337,048 244.0 0.69
432,719 146.4 0.53
411,677 146.4 0.50
439,378 146.4 0.54
362,586 161.0 0.49
500,450 161.0 0.67
552,796 161.0 0.74
524,380 95.0 0.42
614,841 95.0 0.49
571,148 95.0 0.45
524,349 139.4 0.61
431,742 139.4 0.50
392,518 139.4 0.46
190,407 138.0 0.22
303,910 138.0 0.35
364,213 138.0 0.42
277,055 • 181.0 • 0.42 •
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
8.73
9.41
9.94
10.44
10.98
11.47
12.14
12.88
13.30
13.79
14.24
14.85
15.35
15.81
16.03
16.38
16.80
17.22 •
✓
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System/Flow Reading
Collection Dates
Lower Dockery
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27 -99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
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
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 2 OF 4
Average Total
Monthly Flow voe Pounds of voe
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
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
277,823 110 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
453,014 56.8 0.21
504,860 56.8 0.24
453,131 62.2 0.23
591,481 62.2 0.31
471,729 62.2 0.24
642,213 52.6 0.28
415,550 52.6 0.18
361,051 52.6 0.16
522,107 35.2 0.15
622,194 35.2 0.18
704,292 35.2 0.21
581,688 47 0.23
427,905 47 0.17
473,998 47 0.19
226,628 36.9 0.07
459,303 36.9 0.14
591,217 36.9 0.18
464,502 • 22• 0.09 •
Cumulative voes
Removed
(Pounds)
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
7.52
7.76
7.99
8.30
8.54
8.82
9.00
9.16
9.31
9.49
9.70
9.93
10.10
10.29
10.36
10.50
10.68
10.77 •
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System/Flow Reading
Collection Dates
Macon Source Area
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
-. I • ""'-'-<-----
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
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 3 OF 4
Average Total
Monthly Flow voe Pounds of VOC
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
431,360 139.6 0.50
329,835 139.6 0.38
473,093 142 0.56
513,868 142 0.61
493,849 142 0.58
498,670 203 0.84
371,824 203 0.63
337,877 203 0.57
384,124 499 1.60
539,925 499 2.25
431,729 499 1.80
388,443 441 1.43
409,066 441 1.50
502,412 441 1.85
228,824 568 1.08
820,215 568 3.88
530,478 568 2.51
390,353 575 • 1.87 •
Cumulative voes
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
4.87
5.25
5.81
6.42
7.00
7.84
8.47
9.04
10.64
12.89
14.69
16.12
17.62
19.47
20.55
24.43
26.94
28.81 •
✓
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System/Flow Reading
Collection Dates
U/L Macon
12-1-98 to 12-31-98
12-31-98 to 1-27-99
1-27-99 to 2-23-99
2-23-99 to 3-30-99
3-30-99 to 4-29-99
4-29-99 to 5-27-99
5-27-99 to 6-24-99
6-24-99 to 7-29-99
7-29-99 to 8-27-99
8-27-99 to 9-27-99
9-27-99 to 10-29-99
10-29-99 to 11-24-99
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
Jun-98
Jul-98
Aug-98
Sep-98
Oct-98
Nov-98
Dec-98
Jan-99
Feb-99
Mar-99
Apr-99
May-99
Jun-99
Jul-99
Aug-99
Sep-99
Oct-99
Nov-99
TABLE 8
SUMMARY OF MASS voe REMOVAL ESTIMATES
MACON/DOCKERY SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE 4 OF 4
Average Total
Monthly Flow voe Pounds of VOC
Volume Concentration Removed For Month
(gallons) (ug/L) (Pounds)
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 22.9 0.13
876,945 22.3 0.16
448,056 22.3 0.08
776,195 22.3 0.14
857,122 22.5 0.16
821,424 22.5 0.15
718,543 22.5 0.13
251,141 16.5 0.03
713,232 16.5 0.10
835,206 16.5 0.11
586,579 20.3 0.10
1,035,893 20.3 0.18
894,763 20.3 0.15
828,049 21 0.14
809,334 21 0.14
582,110 21 0.10
635,226 17 0.09
768,831 17 0.11
894,735 17 0.13
646,405 • © 13,4 @ .01
Cumulative voes
Removed
(Pounds)
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
3.71
3.85
4.01
4.16
4.29
4.32
4.42
4.53
4.63
4.81
4.96
5.10
5.24
5.34
5.43
5.54
5.67
@5,14
0
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S a v a n n a h
Laboratories ,_ol_T_~.., 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 1
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-1
17422-2
17422-3
17422-4
17422-5
PARAMETER
MW-15
MW-25
MW-24
MW-16
MW-21
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
17422-1
----------
<10
33
<30
<100
97 %-
10.0
11.12.99
1Blll2A
----------
17422-2
----------
<1.0
<1.0
<3.0
<10
100 %-
1.0
11.10.99
lBlll0
----------
17422-3
----------
<1.0
<1.0
<3.0
<10
93 %-
1. 0
11.10.99
lBlll0
----------
·11-02-99/15:20
11-02-99/15:35
11-02-99/16:25
11-02-99/16:45
11-03-99/11:00
17422-4 17422-5
---------- ----------
<1.0 <1.0
<1.0 <1.0
<3.0 <3.0
<10 <10
93 'Ir 93 %-
1. 0 1.0
11.10.99 11.10.99
lBlll0 lBlll0
--------------------
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S a v a n n a h
Laboratories
•-«S....rnl"'"r._..,._,.,. 5102 LaRoche Avenue · Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 2
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-1
17422-2
17422-3
17422-4
17422-5
MW-15
MW-25
MW-24
MW-16
MW-21
11-02-99/15:20
11-02-99/15:35
11-02-99/16:25
11-02-99/16 :45
11-03-99/11:00
PARAMETER 17422-1 17422-2 17422-3 17422-4 17422-5
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichlorornethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<10
<10
320
ug/1 <10
<20
<10
76
<10
<10
100 'Ir
10.0
11.12.99
1Blll2
210
1.0
11.05.99
11.12.99
1105K
----------
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
90 'Ir
1.0
11.10.99
lBlll0
120
1.0
11.05.99
11.12.99
1105K
----------
<1.0 <1.0 <1.0
16 15 1.1
<1.0 6.7 <1.0
'<1.0 <1.0 1.1
<2.0 <2.0 <2.0
<1.0 <1.0 <1.0
<1.0 19 <1.0
<1.0 <1.0 7.5
<1.0 <1.0 <1.0
100 'Ir 100 'Ir 100 %-
1.0 1.0 1.0
11.10.99 11.10.99 11.10.99
lBlll0 lBlll0 lBlll0
160 480 <50
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
---------- --------------------
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Savannah
Laboratories 5102 La.Roche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
,....,looo/S.V.mTt ... UOO<a00rlel,lnc:
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 3
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-1
17422-2
17422-3
17422-4
17422-5
MW-15
MW-25
MW-24
MW-16
MW-21
11-02-99/15:20
11-02-99/15:35
11-02-99/16:25
11-02-99/16 :45
11-03-99/11:00
PARAMETER 17422-1 17422-2 17422-3 17422-4 17422-5
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
-----------------------------
<5.0 <5.0
1.0 1.0
11.05.99 11.05.99
11.12.99 11.12.99
1105K 1105K
65 <10
1.0 1.0
11.05.99 11.05.99
11.12.99 11.12 .99
1105K 1105K
220 15
1.0 1.0
11.05.99 11.05 .99
11.12.99 11.12.99
1105K 1105K
---------- ----------
<5.0 <5.0 <5.0
1.0 1. 0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
10 95 <10
1. 0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
2400 2500 <5.0
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
---------- --------------------
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 4
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-1 MW-15
17422-2 MW-25
17422-3 MW-24
17422-4 MW-16
17422-5 MW-21
PARAMETER
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-1
----------
<40
1.0
11.05.99
11.12.99
1105K
55
l. 0
11.05.99
11.09.99
ll05J
<50
l. 0
11.05.99
11.12.99
1105K
----------
17422-2
----------
<40
1.0
11.05.99
11.12. 99
1105K
<3.0
1.0
11.05.99
11.09.99
ll05J
<50
1.0
11.05.99
11.12.99
1105K
----------
17422-3
----------
<40
1.0
11.05.99
11.12.99
1105K
4.5
1.0
11.05.99
11.09.99
ll05J
<50
1.0
11.05.99
11.12.99
1105K
----------
ll-02-99/15:20
ll-02-99/15:35
11-02-99/16 :25
11-02-99/16 :45
11-03-99/11:00
17422-4 17422-5
--------------------
140 <40
1.0 l. 0
11. 05. 99 11.05.99
11.12.99 11.12.99
1105K 1105K
20 <3.0
1.0 1.0
11.05.99 11.05.99
11.09.99 11.09.99
ll05J ll05J
230 <50
1. 0 1.0
11.05.99 11.05.99
11.12.99 11.12.99
1105K 1105K
--------------------
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Savannah
Laboratories ·-"'-, .... ..-.... 5102 LaRoche Avenue , Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 5
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-1
17422-2
17422-3
17422-4
17422-5
MW-15
MW-25
MW-24
MW-16
MW-21
11-02-99/15:20
11·02-99/15:35
11-02-99/16:25
11-02-99/16:45
11-03-99/11:00
------------------------------------------------------------------------------------
PARAMETER
Zinc (6010)
Zinc, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-1
----------
59
1.0
11.05.99
11.12.99
1105K
0.37
1.0
11.05.99
11.16.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
17422·2
----------
<20
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11.05.99
11.15.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
17422·3
----------
45
1.0
11.05.99
11.12 .99
1105K
<0.30
1.0
11.05.99
11.15.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
17422-4 17422-5
290
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11.05.99
11.15.99
1105J
<10
1.0
11.05.99
11.16 .99
1105K
----------
<20
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11.05.99
11.15 .99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 · [phone] · Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC· 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 6
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-1 MW-15
17422-2 MW-25
17422-3 MW-24
17422-4 MW-16
17422-5 MW-21
PARAMETER
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-1
----------
450
2.0
11.05.99
11.08.99
1105B
----------
17422-2
----------
10
1.0
11.05.99
11.08.99
1105B
----------
17422-3
----------
130
1.0
11.05.99
11.08.99
1105B
----------
11-02-99/15:20
11-02-99/15:35
11-02-99/16:25
11-02-99/16:45
11-03-99/11:00
17422-4 17422-5
--------------------
1300 <5.0
6.7 1.0
11.05.99 11.05.99
11.08.99 11.08.99
1105B 1105B
--------------------
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Savannah
Laboratories ,_.,_, ___ In< 5102 LaRoche Avenue, Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 7
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-6 MW-23 11-03-99/08:30
17422-7 MW-22 11-03-99/13:00
17422-8 MW-11 11-02-99/14:20
17422-9 MW-13 11-03-99/07:50
17422-10 MW-9 11-02-99/13:20
PARAMETER 17422-6 17422-7 17422-8 17422-9 17422-10
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
----------
<1.0
<1.0
<3.0
<10
90 'lr
1.0
11.10.99
lBlll0
----------
----------
<1.0
<1.0
<3.0
<10
93 Ir
1. 0
11.10.99
lBlll0
----------
----------
<1.0 <1.0 <25
<1.0 <1.0 <25
<3.0 <3.0 <75
<10 <10 <250
93 % 93 Ir 90 'lr
1.0 1.0 25.0
11.10.99 11.11. 99 11.12.99
lBlll0 lBllll 1Blll2
------------------------------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com ,_.,.....,.,,..._ __
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 8
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-6
17422-7
17422-8
17422-9
17422-10
MW-23
MW-22
MW-11
MW-13
MW-9
11-03-99/08:30
11-03-99/13 :00
11-02-99/14 :20
11-03-99/07:50
11-02-99/13:20
PARAMETER 17422-6 17422-7 17422-8 17422-9 17422-10
Purgeable Halocarbons (8021)
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
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<1.0
15
1.1
ug/1 7. 6
<2.0
1. 6
1.4
7.2
<1.0
110%
1.0
11.10.99
lBlll0
<50
1.0
11.05.99
11.12 .99
1105K
<1.0
4.0
<1.0
2.6
<2.0
<1.0
<1.0
2.9
<1.0
110 %
1.0
11.10.99
lBlll0
75
1.0
11.05.99
11.12.99
1105K
<1.0
<1.0
1.4
<1.0
<2.0
<1.0
<1.0
2.5
<1.0
95 %
1.0
11.10.99
lBlll0
170
1.0
11.05.99
11.12.99
1105K
<1.0
11
1. 7
<1.0
<2. 0
<1.0
12
<1.0
<1.0
95 %-
1.0
11.11.99
lBllll
600
1.0
11.08.99
11.16.99
1108H
<25
<25
580
320
<50
49
98
46
<25
99 %
25.0
11.12.99
1Blll2
2200
1.0
11.05.99
11.12.99
1105K
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 9
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-6 MW-23
17422-7 MW-22
17422-8 MW-11
17422-9 MW-13
17422-10 MW-9
PARAMETER
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-6
----------
<5.0
1.0
11.05.99
11.12.99
1105K
12
1.0
11.05.99
11.12.99
1105K
260
1.0
11.05.99
11.12.99
1105K
----------
17422-7
----------
<5.0
1.0
11.05.99
11.12.99
1105K
11
1. 0
11.05.99
11.12.99
1105K
520
1. 0
11.05.99
11.12.99
1105K
----------
17422-8
----------
<5.0
1.0
11.05.99
11.12.99
1105K
<10
1.0
11.05.99
11.12.99
1105K
66
1.0
11.05.99
11.12.99
1105K
----------
11-03-99/08:30
11-03-99/13:00
11-02-99/14:20
11-03-99/07:50
11-02-99/13 :20
17422-9 17422-10
--------------------
<5.0 <5.0
1. 0 1.0
11.08 .99 11.05.99
11.16.99 11.12.99
1108H 1105K
56 630
1.0 1. 0
11.08.99 11.05.99
11.16.99 11.12.99
1108H 1105K
750 520
1.0 1.0
11.08.99 11.05.99
11.16.99 11.12.99
1108H 1105K
--------------------
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S a v a n n a h
Laboratories __ .,_, __ ,"'< 5102 LaRoche Avenue • Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr .. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 10
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-6 MW-23
17422-7 MW-22
17422-8 MW-11
17422-9 MW-13
17422-10 MW-9
11-03-99/08:30
11-03-99/13:00
11-02-99/14 :20
11-03-99/07:50
11-02-99/13 :20
PARAMETER 17422-6 17422-7 17422-8 17422-9 17422-10
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1.0
11.05.99
11.12.99
1105K
3.6
1.0
11.05.99
11.09 .99
1105J
<50
1.0
11.05.99
11.12.99
1105K
----------
<40
1.0
11.05.99
11.12.99
1105K
7.4
1.0
11.05.99
11.09.99
1105J
<50
1.0
11.05.99
11.12.99
1105K
----------
<40 43 680
1.0 1.0 1.0
11.05.99 11.08.99 11.05.99
11.12.99 11.16.99 11.12.99
1105K 1108H 1105K
<3.0 14 10
1.0 1. 0 1. 0
11. 05. 99 11.08.99 11.05 .99
11.09.99 11.10.99 11.09.99
1105J 1108G 1105J
<50 58 110
1.0 1.0 1.0
11.05.99 11.08.99 11.05.99
11.12.99 11.16.99 11.12.99
1105K 1108H 1105K
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127 REPORT OF RESULTS Page 11
DATE/ LOG NO
17422-6
17422-7
17422-8
17422-9
17422-10
SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
PARAMETER
MW-23
MW-22
MW-11
MW-13
MW-9
Zinc (6010)
Zinc, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-6
----------
47
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11.05.99
11.15.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
17422-7
----------
57
1.0
11.05.99
11.12 .99
1105K
<0.30
1.0
11.05.99
11.15 .99
1105J
<10
1.0
11. 05. 99
11.16.99
1105K
----------
17422-8
----------
29
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11. 05. 99
11.15.99
1105J
<10
1.0
11. 05 .99
11.16.99
1105K
----------
11-03-99/08:30
11-03-99/13:00
11-02-99/14:20
11-03-99/07:50
11-02-99/13 :20
17422-9
----------
560
1.0
11.08.99
11.16.99
1108H
<0.30
1. 0
11.08.99
11.16.99
1108G
<10
1.0
11.08.99
11.16.99
1108H
17422-10
----------
210
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11.05.99
11.15.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
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S a v a n n a h
Laboratories 5102 LaRoche Avenue, Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 12
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-6
17422-7
17422-8
17422-9
17422-10
MW-23
MW-22
MW-11
MW-13
MW-9
11-03-99/08:30
11-03-99/13:00
11-02-99/14:20
11-03-99/07:50
11-02-99/13 :20
PARAMETER 17422-6 17422-7 17422-8 17422-9 17422-10
Suspended Solids (160.2)
Suspended Solids, rng/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
91
1.0
11.05.99
11.08.99
1105B
----------
310
2.0
11.05.99
11.08.99
1105B
----------
290 780 1900
1.0 4.0 6.7
11.05.99 11.05.99 11.05.99
11.08.99 11.08.99 11.08.99
1105B 1105B 1105B
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 13
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-11 NW-19
17422-12 DUP-1
17422-13 MW-2A
17422-14 DUP-2
17422-15 UD Effluent
11-02-99/13 :25
11-03-99
11-03-99/12:20
11-03-99
11-03-99/13:45
PARAMETER 17422-11 17422-12 17422-13 17422-14 17422-15
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
<5.0
<5.0
<15
<50
93 "
5.0
11.11. 99
2Blll0
----------
<25
<25
<75
<250
93 %-
25.0
11.12.99
1Blll2
----------
<25 <25 <1.0
<25 <25 <1.0
<75 <75 <3. 0
<250 <250 <10
90 " 93 " 90 "
25.0 25.0 1.0
11.11. 99 11.11.99 11.10.99
2Blll0 2Blll0 lBlll0
---------- --------------------
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 14
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-11
17422-12
17422-13
17422-14
17422-15
NW-19
DUP-1
MW-2A
DUP-2
UD Effluent
11-02-99/13 :25
11-03-99
11-03-99/12:20
11-03-99
11-03 -99 /13: 45
PARAMETER 17422-11 17422-12 17422-13 17422-14 17422-15
Purgeable Halocarbons (8021)
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
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
<5.0
43
ug/1 9.4
<10
<5.0
7.4
<5.0
<5.0
9 6 %-
5. 0
11.11. 99
2Blll0
230
1.0
11.05.99
11.12 .99
1105K
<25
<25
560
340
<50
49
100
47
<25
98 %-
25.0
11.12.99
1Blll2
3400
1.0
11.05.99
11.12.99
1105K
<25
<25
650
<25
<50
43
99
<25
<25
92 %-
25.0
11.11. 99
2Blll0
120
1.0
11.05.99
11.12.99
1105K
<25
<25
710
<25
<50
49
100
<25
<25
94 %-
25.0
11.11.99
2Blll0
120
1.0
11.05.99
11.12.99
1105K
<1.0
<1.0
<l.U
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
94 %-
1.0
11.10.99
lBlll0
58
1.0
11.05.99
11.12.99
1105K
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S a v a n n a h
Laboratories 5102 LaRoche Avenue· Savannah, GA 31404 • [phone] • Fax [phone] • www.sdsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 15
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-11
17422-12
17422-13
17422-14
17422-15
NW-19
DUP-1
MW-2A
DUP-2
UD Effluent
11-02-99/13:25
11-03-99
11-03-99/12:20
11-03-99
11-03-99/13:45
- - - - - ------ - - - - --- ----------- -------- ------------- ------------------- - - --
PARAMETER 17422-11 17422-12 17422-13 17422-14 17422-15
----------------------------------------------------------- --------------------
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1. 0
11.05.99
11.12.99
1105K
180
1.0
11.05.99
11.12.99
1105K
1700
1.0
11.05.99
11.12.99
1105K
----------
<5.0
1.0
11.05.99
11.12.99
1105K
1200
1.0
11.05.99
11.12 .99
1105K
950
1.0
11.05.99
11.12.99
1105K
----------
<5.0 <5.0 <5.0
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
<10 <10 13
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12 .99
1105K 1105K 1105K
<5.0 <5.0 <5.0
1.0 1. 0 1.0
11.05.99 11.05.99 11.05 .99
11.12 .99 11.12.99 11.12.99
1105K 1105K 1105K
------------------------------
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S a v a n n a h
Laboratories ·-.. -·-~In<-5102 LaRoche Avenue· Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 16
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-11
17422-12
17422-13
17422-14
17422-15
NW-19
DUP-1
MW-2A
DUP-2
UD Effluent
11-02 -99 /13: 25
11-03-99
11-03-99/12 :20
11-03-99
11-03-99/13:45
PARAMETER 17422-11 17422-12 17422-13 17422-14 17422-15
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
130
1.0
11.05.99
11.12 .99
1105K
4.8
1.0
11.05.99
11.09.99
ll0SJ
69
1.0
11.05.99
11.12.99
1105K
----------
1200
1. 0
11.05.99
11.12.99
1105K
15
1.0
11.05.99
11.09.99
1105J
220
1.0
11.05.99
11.12.99
1105K
----------
<40 <40 <40
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
<3.0 <3.0 <3.0
1.0 1.0 1.0
11.05.99 11.05.99 11.05 .99
11.09 .99 11. 09 .99 11.09.99
1105J 1105J 1105J
<50 <50 <50
1.0 1.0 1.0
11. 05. 99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
---------- --------------------
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Savannah
Laboratories __ .,_,,..._.., 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 17
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-11 NW-19 11-02-99/13:25
17422-12
17422-13
17422-14
17422-15
DUP-1
MW-2A
DUP-2
UD Effluent
11-03-99
11-03-99/12 :20
11-03-99
11-03-99/13 :45
PARAMETER 17422-11 17422-12 17422-13 17422-14 17422-15
Zinc (6010)
Zinc, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
37
1.0
11.05.99
11.12.99
1105K
<0.30
1.0
11.05.99
11.15 .99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
360
1.0
11.05.99
11.12.99
1105K
0.39
1.0
11.05.99
11.16.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
----------
45 34 <20
1. 0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.12.99 11.12.99 11.12.99
1105K 1105K 1105K
1.1 <0.30 <0.30
1.0 1. 0 1. 0
11. 05. 99 11.05.99 11.05.99
11.16.99 11.15.99 11.15.99
1105J 1105J 1105J
<10 <10 <10
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.16.99 11.16 .99 11.16.99
1105K 1105K 1105K
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 18
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-11 NW-19 11-02-99/13:25
17422-12
17422-13
17422-14
17422-15
PARAMETER
DUP-1
MW-2A
DUP-2
UD Effluent
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-11
----------
660
4.0
11.05.99
11.08.99
1105B
----------
17422-12
----------
1600
6.7
11.05.99
11.08.99
1105B
----------
17422-13
----------
<5.0
1.0
11.05.99
11.08.99
1105B
----------
11-03-99
11-03-99/12:20
11-03-99
11·03-99/13:45
17422-14 17422-15
--------------------
<5.0 <5.0
1.0 1.0
11.05.99 11.05.99
11.08.99 11.08.99
1105B 1105B
--------------------
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 19
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-16 UD Influent
17422-17 LD Effluent
17422-18 LD Influent
17422-19 MS Influent
17422-20 MS Effluent
11-03-99/13:50
11-02-99/17:00
11-02-99/17:10
11-02-99/14:45
11-02-99/14:40
PARAMETER 17422-16 17422-17 17422-18 17422-19 17422-20
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
<5.0
<5_0
<15
<50
93 %
5_0
11.12.99
1Bll12
<1.0
<1.0
<3 .0
<10
93 %
1.0
11.10.99
lBlll0
<1.0
<1.0
<3.0
<10
93 %
1.0
11.11. 99
lBllll ·
<25
<25
<75
<25
90 %
25.0
11.11. 99
2B1110
<1.0
<1.0
<3_0
<10
93 %-
1.0
11.11. 99
2B1110
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 20
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-16
17422-17
17422-18
17422-19
17422-20
UD
LD
LD
MS
MS
Influent
Effluent
Influent
Influent
Effluent
11-03-99/13 :SO
11-02-99/17:00
11-02-99/17:10
11-02-99/14:45
11-02-99/14 :40
PARAMETER 17422-16 17422-17 17422-18 17422-19 17422-20
Purgeable Halocarbons (8021)
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
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0 <1.0
<5.0 2.5
150 <1.0
ug/1 <5.0 <1.0
<10 <2.0
<5.0 <1.0
26 <1.0
5.0 <1.0
<5.0 <1.0
98 % 100 %
5.0 1.0
11.12.99 11.10.99
1Blll2 lBlll0
60 <50
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<1.0 <25 <1.0
14 <25 <1.0
2.6 480 <1.0
<1.0 <25 <1.0
<2.0 <50 <2.0
<1.0 26 <1.0
4.4 69 <1.0
1.0 <25 <1.0
<1.0 <25 <1.0
90 % 96 % 99 %
1.0 25.0 1.0
11.11. 99 11.11.99 11.11.99
lBllll 2Blll0 2B1110
<50 180 180
1.0 1.0 1.0
11.08.99 11.08.99 11.08.99
11.16 .99 11.16.99 11.16.99
1108H 1108H 1108H
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
Page_ 21
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-16
17422-17
17422-18
17422-19
17422-20
PARAMETER
UD
LD
LD
MS
MS
Influent
Effluent
Influent
Influent
Effluent
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-16
----------
<5.0
1.0
11.08.99
11.16.99
1108H
13
1.0
11.08.99
11.16.99
1108H
<5.0
1.0
11.08.99
11.16.99
1108H
----------
17422-17
----------
<5.0
1.0
11.08.99
11.16.99
1108H
<10
1.0
11.08.99
11.16.99
1108H
11
1.0
11.08.99
11.16.99
1108H
----------
17422-18
----------
<5. 0
1.0
11.08.99
11.16.99
1108H
<10
1.0
11.08.99
11.16.99
1108H
140
1.0
11.08.99
11.16.99
1108H
----------
11-03 -.99 /13: 50
11-02-99/17:00
11-02-99/17:10
11-02-99/14:45
11-02-99/14 :40
17422-19 17422-20
--------------------
<5.0 <5.0
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<10 <10
1.0 1. 0
11.08.99 11.08.99
11.16.99 11.16 .99
1108H 1108H
13 13
1. 0 1.0
11.08.99 11.08 .99
11.16.99 11.16.99
1108H 1108H
--------------------
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S a v a n n a h
Laboratories 5102LaRocheAvenue • Savannah,GA31404 · [phone] · Fax[phone] • www.stlsavlab.com ''"""'""'s-m,, ... w.,,..,,...,..,
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 22
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
17422-16
17422-17
17422-18
17422-19
17422-20
UD
LD
LD
MS
MS
Influent
Effluent
Influent
Influent
Effluent
11-03-99/13:50
11-02-99/11,00·
11-02-99/17:10
11-02-99/14:45
11-02-99/14:40
PARAMETER 17422-16 17422-17 17422-18 17422-19 17422-20
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1.0
11.08.99
11.16.99
1108H
<3.0
1.0
11.05.99
11.09.99
1105J
<50
1.0
11.08.99
11.16.99
1108H
----------
<40
1.0
11.08.99
11.16.99
1108H
<3.0
1.0
11.05.99
11.09.99
1105J
<50
1.0
11.08.99
11.16.99
1108H
----------
<40 <40 <40
1.0 1.0 1.0
11.08.99 11.08.99 11.08.99
11.16.99 11.16.99 11.16.99
1108H 1108H 1108H
<3 .0 <3.0 <3.0
1.0 1.0 1.0
11. 05. 99 11.05.99 11.05.99
11.09.99 11.09.99 11.09.99
1105J 1105J 1105J
<50 <50 <50
1.0 1.0 1. 0
11. 08. 99 11.08.99 11.08.99
11.16.99 11.16.99 11.16.99
1108H 1108H 1108H
------------------------------
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Savannah
Laboratories •-.. -T ... .--..... 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 23
DATE/
LOG NO SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
UD
LD
LD
MS
MS
Influent
Effluent
Influent
Influent
Effluent
11-03-99/13:50
11-02-99/17:00
11-02-99/17:10
11-02-99/14:45
11-02-99/14:40
PARAMETER 17422-16 17422-17 17422-18 17422-19 17422-20
Zinc (6010)
Zinc, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<20
1.0
11.08.99
11.16.99
1108H
<0.30
l. 0
11.05.99
11.15.99
1105J
<10
1.0
11.08.99
11.16.99
1108H
----------
<20
1.0
11.08.99
11.16.99
1108H
<0.30
1.0
11.05.99
11.15.99
1105J
<10
l. 0
11.08.99
11.16.99
1108H
----------
<20 <20 <20
1.0 1. 0 1. 0
11.08.99 11.08.99 11.08.99
11.16.99 11.16.99 11.16.99
1108H 1108H 1108H
<0.30 <0.30 <0.30
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.15.99 11.15.99 11.15.99
1105J 1105J 1105J
<10 <10 <10
l. 0 1.0 l. 0
11.08.99 11.08.99 11.08.99
11.16.99 11.16.99 11.16.99
1108H 1108H 1108H
---------- ---------- ----------
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 24
DATE/
LOG NO
17422-16
17422-17
17422-18
17422-19
17422-20
SAMPLE DESCRIPTION , LIQUID SAMPLES TIME SAMPLED
UD
LD
LD
MS
MS
Influent
Effluent
Influent
Influent
Effluent
11-03-99/13:50
11-02-99/17:00
11-02-99/17:10
11-02-99/14:45
11-02-99/14:40
PARAMETER 17422-16 17422-17 17422-18 17422-19 17422-20
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1. 0
11.05.99
11.08.99
1105B
----------
<5.0
1.0
11.05.99
11.08.99
1105B
----------
<5.0 <5.0 <5.0
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.08.99 11.08.99 11.08.99
1105B 1105B 1105C
------------------------------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 25
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-21 UM Influent
17422-22 LM Influent
17422-23 U/L Effluent
PARAMETER 17422-21
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
<1.0
<l.O
<3.0
<10
93 'Ir
1.0
11.11.99
lBllll
<1.0
4.2
5.6
6.1
<2.0
1.5
1. 0
4.2
<1.0
100 'Ir
1. 0
11.11.99
lBllll
11-03-99/13 :10
11-03-99/13:05
11-03-99/13 :00
17422-22
<1.0
<1.0
<3.0
<10
90 'Ir
1. 0
11.11.99
lBllll
<1.0
2.0
<1.0
1.1
<2.0
<1.0
<1.0
1. 0
<1.0
97 'Ir
1.0
11.11.99
lBllll
17422-23
<1.0
<1.0
<3.0
<10
93 'Ir
1.0
11.11.99
lBllll
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
86 'Ir
1.0
11.11.99
lBllll
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com .-..,-.r--.'"'
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 26
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-21
17422-22
17422-23
PARAMETER
UM Influent
LM Influent
U/L Effluent
Barium (6010)
Barium, ug/1
o·ilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
--------------------
17422-21
----------
<50
1.0
11.08.99
11.16.99
1108H
<5.0
1. 0
11.08.99
11.16.99
1108H
<10
1.0
11.08.99
11.16.99
1108H
----------
11-03-99/13:10
11-03-99/13 :05
11-03-99/13:00
17422-22 17422-23
--------------------
<50 <50
1. 0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<5.0 <5.0
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<10 <10
1. 0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
--------------------
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Savannah
Laboratories 5102 LaRoche Avenue, Savannah, GA 31404 • [phone] • Fax [phone] • www.sdsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 27
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-21
17422-22
17422-23
PARAMETER
UM Influent
LM Influent
U/L Effluent
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-21
<5.0
1.0
11.08.99
11.16.99
1108H
<40
1. 0
11.08.99
11.16.99
1108H
<3. 0
1.0
11.05.99
11. 09. 99
llOSJ
----------
11-03-99/13:10
11-03-99/13:05
11-03-99/13:00
17422-22 17422-23
6.1 <5.0
1.0 1. 0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<40 <40
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<3.0 <3 .0
1.0 1.0
11.08.99 11.08.99
11.10.99 11.10.99
1108G 1108G
--------------------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 28
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-21 UM Influent
17422-22 LM Influent
17422-23 U/L Effluent
PARAMETER
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Zinc (6010)
Zinc, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
--------------------
17422-21
----------
<50
1.0
11.08.99
11.16.99
1108H
<20
1.0
11.08.99
11.16.99
1108H
<0.30
1.0
11.05.99
11.15.99
1105J
----------
11-03-99/13:10
11-03-99/13:05
11-03-99/13:00
17422-22 17422-23
--------------------
<50 <50
1. 0 1.0
11.08.99 11.08.99
11.16.99 11.16-99
1108H 1108H
<20 <20
1.0 1.0
11.08.99 11.08 .99
11.16.99 11.16.99
1108H 1108H
<0.30 <0.30
1.0 1.0
11.08.99 11.08.99
11.15.99 11.15.99
1108G 1108G
--------------------
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S a v a n n a h
Laboratories __ .,_, ___ .., 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 29
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-21 UM Influent
17422-22 LM Influent
17422-23 U/L Effluent
PARAMETER
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
----------
17422-21
--------------------
<10
1.0
11.08.99
11.16.99
1108H
<5.0
1.0
11.05.99
11.08.99
ll0SC
----------
11-03-99/13 :10
11-03-99/13:05
11-03-99/13:00
17422-22 17422-23
--------------------
<10 <10
1.0 1. 0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
<5.0 <5.0
1.0 1.0
11. OS. 99 11.05.99
11.08.99 11.08.99
ll0SC ll0SC
--------------------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com • ...,...,or,;.,.,m1,...,c.i,o,-.1nc
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 30
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-24
17422-25
17422-26
17422-27
17422-28
PARAMETER
MW-25
MW-23
MW-13
MW-19
MW-9
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-24
----------
<0.20
1.0
11.08.99
11.08.99
1108T
----------
17422-25
----------
<0.20
1.0
11.08.99
11.08 .99
1108T
----------
17422-26
----------
0.47
1.0
11.08.99
11.09 .99
1108T
----------
11-02-99/15:35
11-03-99/08:30
11-03-99/07:30
11-02-99/13:25
11-02-99/13:20
17422-27 17422-28
--------------------
0.25 0.59
1.0 1.0
11.08 .99 11.08.99
11.08 .99 11.08.99
1108T 1108T
--------------------
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 31
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-29 DUP-1 11-03-99
PARAMETER
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-29
0.58
1.0
11.08.99
11.08.99
1108T
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S a v a n n a h
Laboratories
'°"''""'"S..V.mTr.nl .. bO<O-.lnc
5102 La.Roche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 32
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
17422-30 LD Midfluent
17422-31 U/L Midfluent
PARAMETER 17422-30
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
15
1.0
11.08.99
11.16.99
1108H
11-02-99/17:05
11-03-99/13 :05
17422-31
<5.0
1.0
11.08.99
11.16.99
1108H
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S a v a n n a h
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
LOG NO
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
Page 33
DATE/
TIME SAMPLED
------------------------------------------------------------------------------------
17422-32 Trip Blank l 11-03-99
------------------------------------------------------------------------------------
PARAMETER
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Acetone, ug/1
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene, ug/1
Methylene chloride (Dichlorornethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
17422-32
<1.0
<1.0
<3.0
<10
90 %-
1.0
11.11. 99
lBllll
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
86 %
1.0
11.11.99
lBllll
--------------------------------------------------------------------- ----------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 34
LOG NO
17422-33
17422-34
17422-35
17422-36
17422-37
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 17422-33 17422-34 17422-35 17422-36 17422-37
Purgeable Aromatics (8021)
Benzene, ug/1
Acetone, ug/1
Toluene, ug/1
Total Xylenes, ug/1
Surrogate -
a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
<1.0 1.0
<10 10
<1.0 1.0
<3.0 3.0
93 %'
1. 0
11.10.99
lBlll0
---------- ----------
16 19 20
350 340 400
16 18 20
93 %' 93 %'
1. 0 1.0
11.10.99 11.11.99
lBlll0 2B1110
------------------------------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 35
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
17422-33
17422-34
17422-35
17422-36
17422-37
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER
Purgeable Halocarbons (8021)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloroethene, ug/1
Cis/Trans-1,2-Dichloroethene,
Methylene chloride
(Dichloromethane), ug/1
Tetrachloroethene, ug/1
1,1,1-Trichloroethane, ug/1
Trichloroethene, ug/1
Vinyl chloride, ug/1
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-33 17422-34
<1.0
<1.0
<1.0
ug/1 <l. 0
<2. 0
<1.0
<1.0
<1.0
<1.0
9 0 %-
1. 0
11.10.99
lBlll0
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
1.0
<50 50
1.0
11.05.99
11.12.99
1105K
17422-35
15
16
87 %-
1.0
11.10.99
lBlll0
2120
1. 0
11.05.99
11.12.99
1105K
----------
17422-36 17422-37
18 20
19 20
86 %-
1.0
11.11.99
2Bl110
2020 2000
1.0
11.05.99
11.12.99
1105K
----------
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I
Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 36
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-33 Method Blank
17422-34
17422-35
17422-36
17422-37
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 17422-33 17422-34 17422-35 17422-36 17422-37
Beryllium (6010)
Beryllium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium,. ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<5.0
1.0
11.05.99
11.12.99
1105K
<10
1.0
11. 05. 99
11.12.99
1105K
<5.0
1.0
11.05.99
11.12.99
1105K
5.0
10
5.0
51.3 48.5 50.0
1.0 1.0
11.05.99 11.05.99
11.12 .99 11.12.99
1105K 1105K
210 199 200
1.0 1.0
11.05.99 11.05.99
11.12.99 11.12.99
1105K 1105K
518 491 500
1.0 1.0
11.05.99 11.05.99
11.12.99 11.12.99
1105K 1105K
--------------------
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 37
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-33 Method Blank
17422-34
17422-35
17422-36
17422-37
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 17422-33 17422-34 17422-35 17422-36 17422-37
Nickel (6010)
Nickel, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<40
1.0
11.05.99
11.12.99
1105K
<3 .0
1.0
11.05.99
11.09.99
1105J
<50
1.0
11.05.99
11.12.99
1105K
40
3.0
50
525
1.0
11.05.99
11.12.99
1105K
48.8
1.0
11.05.99
11.09.99
1105J
517
1.0
11.05.99
11.12.99
1105K
497
1.0
11.05.99
11.12.99
1105K
45.9
1.0
11.05.99
11.09.99
1105J
491
1.0
11.05 .99
11.12.99
1105K
500
50.0
500
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S a v a n n a h
Laboratories 5102 LaRoche Avenue· Savannah, GA 31404 · [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 38
LOG NO
17422-33
17422-34
17422-35
17422-36
17422-37
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Method Blank
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 17422-33 17422-34 17422-35 17422-36 17422-37
Zinc (6010)
Zinc, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<20
1.0
11.05.99
11.12 .99
1105K
<0.30
1.0
11.05.99
11.16.99
1105J
<10
1.0
11.05.99
11.16.99
1105K
20
0.30
10
522
1.0
11.05.99
11.12.99
1105K
5.26
1.0
11.05.99
11.15.99
1105J
47.3
1.0
11.05.99
11.16.99
1105K
493
1. 0
11.05.99
11.12.99
1105K
5.06
1. 0
11.05.99
11.15.99
1105J
47.1
1.0
11.05.99
11.16.99
1105K
500
5.00
50.0
I
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 39
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-33 Method Blank
17422-34
17422-35
17422-36
17422-37
Reporting Limit (RL)
Lab Control Standard Result
Lab Control Standard Duplicate Result
Spike Amount Added, LCS/LCSD
PARAMETER 17422-33 17422-34 17422-35
Mercury (7470)
Mercury, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
<0.20
1.0
11.08.99
11.09.99
1108T
<5.0
1.0
11.05.99
11.08.99
1105B
0.20
5.0
2.22
1.0
11.08.99
11.08.99
1108T
102
1.0
11.05.99
11.08.99
1105B
17422-36 17422-37
2.34
1.0
11.08.99
11.08.99
1108T
109
i. o
11.05.99
11.08.99
1105B
2.50
100
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com •""'""'"°'"" .. mT"n1Ullo<I.,....,"><
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 40
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-38 LCS/LCSD % Recovery
17422-39 LCS Accuracy Control Limit (%R)
17422-40 Method Blank
17422-41 Lab Control Standard Result
17422-42 Lab Control Standard Duplicate Result
-----------------------------------------------------------------------------------
PARAMETER 17422-38 17422-39 17422-40 17422-41 17422-42
Purgeable Aromatics (8021)
Benzene, ug/1
Acetone, ug/1
Toluene, ug/1
80/95 %
88/85 %
80/90 %
48-152 %
40-130 %
62-133 %
Surrogate -a,a,a-Trifluorotoluene 70-130 %
Total Xylenes, ug/1
Dilution Factor
Analysis Date
Batch ID
<1.0
<10
<1.0
93 %
<3.0
1.0
11.11.99
lBllll
----------
18 18
320 320
17 18
93 % 90 %
1.0 1.0
11.11.99 11.12.99
lBllll 1Blll2
--------------------
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R
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S a v a n n a h
Laboratories
,.......,,,ol&av,,mfaol,__,.,.,_,lno 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 41
LOG NO
17422-38
17422-39
17422-40
17422-41
17422-42
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
LCS/LCSD % Recovery
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
PARAMETER 17422-38 17422-39 17422-40 17422-41 17422-42
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Surrogate -Bromochloromethane
Chloroform (8260), ug/1
1,1-Dichloroethane (8260), ug/1
Cis/Trans-1,2-Dichloroethen
e (8260), ug/1
Methylene chloride
(Dichloromethane) (8260),
ug/1
75/90 %
80/95 %
Tetrachloroethene (8260), ug/1
1,1,1-Trichloroethane (8260), ug/1
Vinyl chloride (8260), ug/1
Dilution Factor
Analysis Date
Batch ID
37-163 %
49-138 %
70-130%
<1.0
<1.0
87 %
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
1. 0
11.11. 99
lBllll
16
18
92 %
1.0
11.11.99
lBllll
18
19
83 %
1.0
11.12.99
1Blll2
I
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I
I
Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 42
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-38 LCS/LCSD %-Recovery
LCS Accuracy Control Limit (%-R)
Method Blank
Lab Control Standard Result
17422-39
17422-40
17422-41
17422-42 Lab Control Standard Duplicate Result
PARAMETER
Barium (6010)
Barium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-38
----------
106/101 %-
1. 0
11,05,99
11.12 .99
1105K
103/97 %-
1. 0
11.05.99
11.12.99
1105K
105/99 %-
1.0
11.05.99
11.12.99
1105K
17422-39
----------
75-125 %
75-125 %-
75-125 %
17422-40
----------
<50
1.0
11. 08. 99
11.16.99
1108H
<5.0
1.0
11.08.99
11.16.99
1108H
<10
1.0
11.08.99
11.16.99
1108H
----------
17422-41 17422-42
--------------------
2090 2040
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16 .99
1108H 1108H
50.7 49.3
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
206 200
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
--------------------
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 · [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 43
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-38 LCS/LCSD % Recovery
17422-39 LCS Accuracy Control Limit (%R)
17422-40 Method Blank
17422-41 Lab Control Standard Result
17422-42 Lab Control Standard Duplicate Result
PARAMETER 17422-38 17422-39 17422-40 17422-41 17422-42
Manganese (6010)
Manganese, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Nickel (6010)
Nickel, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
104/98 %
1.0
11.05.99
11.12.99
1105K
105/99 %
1.0
11.05.99
11.12.99
1105K
98/92 %
1.0
11.05.99
11.09.99
1105J
75-125 % <5.0
1.0
11.08.99
11.16.99
1108H
75-125 % <40
1.0
11.08.99
11.16.99
1108H
80-120 % <3.0
1.0
11.08.99
11.09.99
1108G
----------
511 497
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
512 501
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
48.2 48.9
1.0 1.0
11.08.99 11.08.99
11.09.99 11. 09. 99
1108G 1108G
--------------------
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S a v a n n a h
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 · [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 44
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-38 LCS/LCSD % Recovery
17422-39
17422-40
17422-41
17422-42
LCS Accuracy Control Limit (%R)
Method Blank
Lab Control Standard Result
Lab Control Standard Duplicate Result
PARAMETER 17422-38 17422-39 17422-40 17422-41 17422-42
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Zinc (6010)
Zinc, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
103/98 %
1. 0
11.05.99
11.12.99
1105K
104/99 %
1.0
11.05.99
11.12.99
1105K
105/101 %
1.0
11.05.99
11.15.99
1105J
75-125 % <50
1.0
11.08.99
11.16.99
1108H
75-125 % <20
1.0
11.08.99
11.16.99
1108H
80-120 % <0.30
1.0
11.08.99
11.16.99
1108G
----------
512 497
1.0 1.0
11.08.99 11.08.99
11.16. 99 11.16.99
1108H 1108H
517 498
1.0 1.0
11.08.99 11.08.99
11.16.99 11.16.99
1108H 1108H
5.42 5.61
1.0 1.0
11.08.99 11.08 .99
11.15. 99 11.15.99
1108G 1108G
---------- ----------
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 45
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-38 LCS/LCSD % Recovery
17422-39 LCS Accuracy Control Limit (%R)
17422-40 Method Blank
17422-41 Lab Control Standard Result
17422-42 Lab Control Standard Duplicate Result
PARAMETER
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Mercury (7470)
Mercury, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2)
Suspended Solids, mg/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-38 17422-39
95/94 %
1.0
11.05.99
11.16.99
1105K
89/94 %
1.0
11.08.99
11.08.99
1108T
102/109 %
80-120 %
80-120 %
80-120 %
17422-40 17422-41 17422-42
<10 47.7 49.2
1.0 1.0 1.0
11.08.99 11.08.99 11.08.99
11.16.99 11.16.99 11.16.99
1108H 1108H 1108H
<5.0 102 109
1.0 1.0 1.0
11.05.99 11.05.99 11.05.99
11.08.99 11.08.99 11.08.99
1105B 1105B 1105C
------------------------------
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 46
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-43' LCS/LCSD % Recovery
PARAMETER
Purgeable Aromatics (8021)
Benzene, ug/1
Toluene, ug/1
Acetone
Purgeable Halocarbons (8021)
1,1-Dichloroethene, ug/1
Trichloroethene, ug/1
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Beryllium (6010)
Beryllium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-43
90/90 %
85/90 %-
80/80 %
80/90%
85/95%
105/102 %-
1.0
11. 08. 99
11.16.99
1108H
101/99 %
1.0
11.08.99
11.16.99
1108H
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Savannah
Laboratories 5102 LaRoche Avenue· Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 47
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-43 LCS/LCSD % Recovery
PARAMETER 17422-43
Chromium (6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Nickel (6010)
103/100 %
1.0
11.08.99
11.16.99
1108H
102/100 %'
1.0
11.08.99
11.16.99
1108H
Nickel, % 102/100 %
Dilution Factor 1.0
Prep Date 11. 08. 99
Analysis Date 11.16.99
Batch ID 1108H
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S a v a n n a h
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 48
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-43 LCS/LCSD % Recovery
PARAMETER 17422-43
Lead (7421)
Lead, ug/1 96/98 %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Zinc (6010)
1.0
11.08.99
11.09.99
1108G
102/99 %
1.0
11.08.99
11.16.99
1108H
Zinc, % 103/100 %
Dilution Factor 1.0
Prep Date 11.08.99
Analysis Date 11.16.99
Batch ID 1108H
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Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 49
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-43 LCS/LCSD %-Recovery
PARAMETER
Cadmium (7131)
Cadmium, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, ug/1
Dilution Factor
Prep Date
Analysis Date
Batch ID
Mercury (7470)
Mercury, mg/1
Suspended Solids (160.2)
Suspended Solids, mg/1
17422-43
108/112 %-
1. 0
11.08.99
11.15.99
1108G
95/98 %-
1.0
11.08.99
11.16.99
1108H
102/109 %-
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 50
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-44 MS% Recovery (MW-11)
17422-45 MSD % Recovery (MW-11)
PARAMETER 17422-44
Purgeable Aromatics (8021)
Benzene, %
Acetone, %
Toluene, %
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, %
Trichloroethene, %
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %'
Dilution Factor
Prep Date
Analysis Date
Batch ID
90 %
80 %
90 %
87 %
1.0
11.11. 99
2Blll0
90 %
105 %
89 %
1. 0
11.11.99
2Blll0
130 %*F79
1.0
11.05.99
11.12.99
1105K
17422-45
95 %
80 %
90 %
93 %
1.0
11.11.99
2Blll0
95 %
100 %
86 %
1. 0
11.11.99
2Blll0
122 %
1.0
11.05.99
11.12.99
1105K
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com '"""'°""'.....,."'"'L.aoonuonn,..,
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99 Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127 REPORT OF RESULTS Page 51
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-44 MS%-Recovery (MW-11)
17422-45 MSD %-Recovery (MW-11)
PARAMETER 17422-44 17422-45
Beryllium (6010)
Beryllium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese , %-
Di 1 ution Factor
Prep Date
Analysis Date
Batch ID
115 %-102 %
1.0 1. 0
11.05.99 11.05 .99
11.12.99 11.12.99
1105K 1105K
123 %-116 %
1.0 1.0
11.05.99 11.05.99
11.12.99 11.12.99
1105K 1105K
200 %-*F79 221 %-*F79
1.0 1.0
11.05.99 11.05.99
11.12.99 11.12.99
1105K 1105K
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Savannah
Laboratories 5102 LaRoche Avenue , Savannah, GA 31404 · [phone] · Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 52
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-44
17422-45
PARAMETER
MS% Recovery (MW-11)
MSD % Recovery (MW-11)
Nickel (6010)
Nickel, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
17422-44
119 %
1.0
11.05.99
11.12.99
1105K
92 %-
1.0
11.05.99
11.09.99
1105J
116 %
1.0
11.05.99
11.12.99
1105K
17422-45
108 %
1. 0
11.05.99
11.12.99
1105K
87 %
1.0
11.05.99
11.09.99
1105J
106 %
1.0
11.05.99
11.12.99
1105K
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S a v a n n a h
Laboratories
•-oOS...,,.T,..,tubo,-,.,_,loc
5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
Mr. Bric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 53
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-44
17422-45
MS% Recovery (MW-11)
MSD % Recovery (MW-11)
PARAMETER 17422-44 17422-45
Zinc (6010)
Zinc, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2)
Suspended Solids, %-
140 %*F79
1.0
11.05.99
11.12.99
1105K
90 %
1.0
11.05.99
11.15.99
1105J
101 %-
10
11.05.99
11.16.99
1105K
161 %-*F79
1.0
11.05.99
11.12.99
1105K
90 %-
1.0
11.05.99
11.15.99
1105J
100 %
10
11.05.99
11.16.99
1105K
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Savannah
Laboratories 5102 LaRoche Avenue · Savannah, GA 31404 · [phone] · Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 54
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
17422-46 MS% Recovery (MW-13)
17422-47 MSD % Recovery (MW-13)
-----------------------------------------------------------------------------------
PARAMETER 17.422-46 17422-47
------------------------------------------------- ---------- --------------------
Purgeable Aromatics (8021)
Benzene, %'
Toluene, %
Acetone, %-
Surrogate -a,a,a-Trifluorotoluene
Dilution Factor
Analysis Date
Batch ID
Purgeable Halocarbons (8021)
1,1-Dichloroethene, %
Trichloroethene, \
Surrogate -Bromochloromethane
Dilution Factor
Analysis Date
Batch ID
Barium (6010)
Barium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
90 %
90 %
75 %
90 %
1.0
11.12_99
1Blll2
90%
95%
83 %
1.0
11.12.99
1Blll2
98 %
1. 0
11.08.99
11.16.99
1108H
90 %
90 %
75 %
93 %
1.0
11.12.99
1Blll2
90%-
100%
84 %
1.0
11.12 .99
1Blll2
96 %-
1. 0
11.08.99
11.16.99
1108H
--------------------------------------- -------------------- --------------------
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Savannah
Laboratories 5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 55
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-46
17422-47
PARAMETER
MS% Recovery (MW-13)
MSD % Recovery (MW-13)
17422-46 17422-47
----------------------------------------------------------- --------------------
Beryllium (6010)
Beryllium, %
Dilution Factoi:
Prep Date
Analysis Date
Batch ID
Chromium (6010)
Chromium, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Manganese (6010)
Manganese, \'
Dilution Factor
Prep Date
Analysis Date
Batch ID
97 %
1.0
11.08.99
11.16.99
1108H
96 %
1.0
11.08.99
11.16.99
1108H
93 %
1.0
11.08.99
11.16.99
1108H
96 %
1.0
11.08.99
11.16.99
1108H
88 %
1.0
11.08.99
11.16.99
1108H
74 %*F79
1.0
11.08.99
11.16.99
1108H
-------------------------------------------------------------------------------
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S a v a n n a h
Laboratories
''"""'""°'s.,.mr,_,.,...,"'""'"·ln< 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 56
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-46 MS\-Recovery (MW-13)
17422-47 MSD \-Recovery (MW-13)
PARAMETER 17422-46 17422-47
Nickel (6010)
Nickel, %
Dilution Factor
Prep·Oate
Analysis Date
Batch ID
Lead (7421)
Lead, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Vanadium (6010)
Vanadium, %-
Dilution Factor
Prep Date
Analysis Date
Batch ID
100 %
1.0
11.08.99
11.16.99
1108H
96 \-
1.0
11.08.99
11.09.99
1108G
96 %
1.0
11.08.99
11.16.99
1108H
97 \-
1.0
11.08.99
11.16.99
1108H
96 \-
1.0
11.08.99
11.09.99
1108G
94 \-
1.0
11.08.99
11.16.99
1108H
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S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 57
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-46 MS% Recovery (MW-13)
17422-47 MSD % Recovery (MW-13)
PARAMETER 17422-46 17422-47
Zinc (6010)
Zinc, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Cadmium (7131)
Cadmium, %'
Dilution Factor
Prep Date
Analysis Date
Batch ID
Antimony (7041)
Antimony, %
Dilution Factor
Prep Date
Analysis Date
Batch ID
Suspended Solids (160.2)
Suspended Solids, %-
169 %*F79
1. 0
11.08.99
11.16.99
1108H
94 ...
1.0
11.08.99
11.16.99
1108G
75 %-X
10
11.08.99
11.16.99
1108H
96 ...
1.0
11.08.99
11.16.99
1108H
96 'Ir
1.0
11.08.99
11.16.99
1108G
73 'lrX
10
11.08.99
11.16.99
1108H
I
I
I
I
I
I
I
I
0
B
I
I
I
I
I
I
I
I
I
S a v a n n a h
Laboratories 5102LaRocheAvenue • Savannah,GA31404 • [phone] · Fax[phone] • www.stlsavlab.com
LOG NO
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Bric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 58
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-46 MS% Recovery (MW-13)
17422-47 MSD % Recovery (MW-13)
PARAMETER 17422-46 17422-47
Mercury (7470)
Mercury, %
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 59
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-48 MS Accuracy Advisory Limit (%R)
PARAMETER
Purgeable Aromatics (8021)
Benzene, %
Acetone, %
Toluene, %
Surrogate -a,a,a-Trifluorotoluene
Purgeable Halocarbons (8021)
1,1-Dichloroethene, %
Trichloroethene, %
Surrogate -Bromochloromethane
Barium (6010)
Barium, %
Beryllium (6010)
Beryllium, %
Chromium (6010)
Chromium, %
Manganese (6010)
Manganese, %
Nickel (6010) ·
Nickel, %
17422-48
48-152 %
40-130 %
62-133 %
70-130 %
37-163 %
49-138 %
70-130 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
I
I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Savannah
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] • www.stlsavlab.com
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 60
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
17422-48 MS Accuracy Advisory Limit (%-R)
PARAMETER
Lead (7421)
Lead, %
Vanadium (6010)
Vanadium, %-
Zinc (6010)
Zinc, %'
Cadmium (7131)
Cadmium, %-
Antimony (7041)
Antimony, %-
Suspended Solids (160.2)"
Suspended Solids, %-
Mercury (7470)
Mercury, %-
17422-48
80-120 %-
75-125 %-
75-125 %-
80-120 %-
80-120 %-
I
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I
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I
Savannah
Laboratories . ..._. .. _, ___ ... 5102 LaRoche Avenue · Savannah, GA 31404 • [phone] • Fax [phone] • www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 61
DATE/
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES TIME SAMPLED
17422-49 Property Line
17422-50 SVE Stack
17422-51 UD Stack
17422-52 UL Stack
17422-53 MS Stack
PARAMETER 17422-49
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3 <2.0
Methylene chloride <10
(Dichloromethane), mg/m3
Acetone, mg/m3 <4.0
1,1-Dichloroethene, mg/m3 <2.0
1,1-Dichloroethane, mg/m3 <2.0
1,2-Dichloroethene (total), mg/m3 <2.0
Chloroform, mg/m3 <2.0
1,1,1-Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, Total, mg/m3
Dilution Factor
Prep Date
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.0
ll.16.99
Analysis Date 11.16.99
Batch ID 1116U
17422-50
----------
<2. 0
<10
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2. 0
<2.0
1.0
11.16.99
11.16.99
1116U
----------
17422-51
----------
<2.0
<10
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2. 0
1. 0
ll.16.99
ll.16.99
ll16U
----------
ll-03-99/14 :25
ll-03-99/ll:30
ll-03-99/14 :00
ll-03-99/13 :15
ll-03-99/14 :50
17422-52 17422-53
--------------------
<2.0 <2.0
<10 <10
<4. 0 <4.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2. 0 <2.0
<2.0 <2. 0
<2.0 <2. 0
<2.0 <2. 0
<2.0 <2.0
1.0 1.0
11.16.99 ll.16.99
11.16.99 11.16.99
1116U lll6U
--------------------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] • Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 62
DATE/
LOG NO SAMPLE DESCRIPTION, AIR SAMPLES TIME SAMPLED
17422-54 LD Stack
17422-55 VE-1
17422-56 OW-3
17422-57 OW-5
17422-58 OW-1
PARAMETER 17422-54
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3 <2. O
Methylene chloride <10
(Dichloromethane), mg/m3
Acetone, mg/m3
1,1-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
1,2-Dichloroethene (total),
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, Total, mg/m3
Dilution Factor
Prep Date
Analysis Date
Batch ID
<4. 0
<2.0
<2.0
mg/m3 <2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.0
11.16.99
11.16.99
1116U
17422-55
----------
<2.0
<10
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.0
11.16.99
11.16.99
1116U
----------
17422-56
----------
<2.0
<10
<4.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1. 0
11.16.99
11.16.99
1116U
----------
11-03-99/14:00
11-03-99/11:50
11-03-99/12:10
11-03 -99 /11: 40
11-03-99/12:00
17422-57 17422-58
--------------------
<2.0 <2.0
<10 <10
<4.0 <4.0
<2.0 <2.0
<2.0 <2.0
<2. 0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2.0 <2.0
<2. 0 <2.0
<2.0 <2.0
1.0 1.0
11.16.99 11.16.99
11.16.99 11.16.99
1116U 1116U
--------------------
I
I
I
I
I
I
I
I
I
g
I
I
I
I
I
I
I
I
S a v a n n a h
Laboratories 5102 LaRoche Avenue • Savannah, GA 31404 • [phone] · Fax [phone] · www.stlsavlab.com
Mr. Eric Hetrick
Applied Earth Sciences
814 Davidson Drive
Concord, NC 28025
LOG NO: S9-17422
Received: 04 NOV 99
Reported: 18 NOV 99
Project: Macon Dockery/1900000101»
Sampled By: Client
Code: 10339127
REPORT OF RESULTS Page 63
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES
17422-59 Method Blank
17422-60 Lab Control Standard% Recovery
17422-61 LCS Accuracy Control Limit (%R)
PARAMETER 17422-59
Volatile Organic Compounds (NIOSH 1501)
Vinyl chloride, mg/m3
Methylene chloride (Dichloromethane), mg/m3
Acetone, mg/m3
1,1-Dichloroethene, mg/m3
1,1-Dichloroethane, mg/m3
1,2-Dichloroethene (total), mg/m3
Chloroform, mg/m3
1,1,1-Trichloroethane, mg/m3
Trichloroethene, mg/m3
Benzene, mg/m3
Tetrachloroethene, mg/m3
Toluene, mg/m3
Xylenes, Total, mg/m3
Dilution Factor
Prep Date
Analysis Date
Batch ID
X = Dilution 1/10 due to spike level.
Methods: EPA SW-846, Update III.
EPA Method: NIOSH-1501
<2.0
<10
<4. 0
<2.0
<2.0
<2.0
<2. 0
<2.0
<2.0
<2.0
<2.0
<2.0
<2.0
1.0
11.16.99
11.16.99
1116U
----------
DATE/
TIME SAMPLED
17422-60
99 %
96 %
97 %
100 %
105 %
100 %
96 %
97 %
94 %
89 %
90 %
90 %
1. 0
11.16.99
11.16.99
1116U
----------
*F79 = Matrix spike recoveries were outside advisory limits due to
non-homogeneity of the sample.
17422-61
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
75-125 %
Serial Number 1 5 Q 1 Q 8
. .
SL SAVANNAH LABORATORIES D 5102 LaRoche Avenue. Savannah, GA 31404 Phone: [phone] Fax: [phone]
& ENVIRONMENTAL SERVICES, INC. D 2846 Industrial Plaza Drive, Tallahassee, FL 32301 Phone: [phone] Fax: [phone]
D 900 Lakeside Drive, Mobile. AL 36693 Phone: [phone] Fax: [phone]
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD D 6712 Benjamin Road, Suite 100, Tampa, FL 33634 Phone: [phone] Fax: [phone]
D 100 Alpha Drive, Suite 110, Oestrehan, LA 70047 Phone: [phone] Fax: [phone]
PROJECT REFERENCE PROJECT NO P.O. NUMBER
/JJqa,,v MATRIX I PAGE loF i/4 '••~ A 19()-&«'CJ/-01 TYPE REQUIRED ANALYSES
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SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES. INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE PROJECT NO. P.O.NUMBER
D 5102 LaRoche Avenue, Savannah, GA 31404
D 2846 lndustrlal Plaza Drive. Tallahassee. FL 32301
D 900 Lakeside Drive. Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
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D 2846 Industrial Plaza Drive, Tallahassee. FL 32301
D 900 Lakeside Drive, Mobile, AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047
Serial Number 1 :J O 1 Q 7
Phone: (912) 354· 7858
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
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SL SAVANNAH LABORATORIES D 5102 LaRoche Avenue, Savannah, GA 31404 Phone:•(912) 354'.7555 Fax: [phone]
& ENVIRONMENTAL SERVICES, INC. D 2846 Industrial Plaza Drive, Tallahassee, FL 32301 Phone: [phone] Fax: [phone]
D 900 Lakeside Drive. Mobile. AL 36693 Phone: [phone] Fax: [phone]
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD D 6712 Benjamin Road, Suite 100, Tampa, FL 33634 Phone: [phone] Fax: [phone]
D 100 Alpha Drive, Suite 110, Destrehan, LA 70047 Phone: [phone] Fax: [phone]
PROJECT REFERENCE PROJECT NO. P.O NUMBER
MATRIX I PAGE loF ii, 'I-. --{'lo-=.,1-0, TYPE REQUIRED ANALYSES ,,-,,µ ,_.. :..,-Cer,._
PROJECT LOC. SAMPCER(s) NAME PHONE /c.•'1-?9.5--7()-,...s,-,,
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